CN104420644A - Combined aluminum mould plate system - Google Patents
Combined aluminum mould plate system Download PDFInfo
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- CN104420644A CN104420644A CN201310396278.0A CN201310396278A CN104420644A CN 104420644 A CN104420644 A CN 104420644A CN 201310396278 A CN201310396278 A CN 201310396278A CN 104420644 A CN104420644 A CN 104420644A
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Abstract
The invention relates to a combined aluminum mould plate system. The combined aluminum mould plate system comprises an outer wall mould plate, an inner wall mould plate and a top mould. The outer wall mould plate and the inner wall mould plate are in opposite arrangement, the top mould is fixedly mounted at the upper end of the inner wall mould plate, and ends of the outer wall mould plate and the inner wall mould plate are in fixedly opposite pull through pull pieces. The combined aluminum mould plate system is simple in structure, lightweight, convenient to mount and demount, high in strength, high in abrasion resistance and excellent in bending resistance, integral concreting construction is realized, and construction speed is increased while construction efficiency is improved.
Description
Technical field
The invention belongs to building form field, especially a kind of Combined-type aluminium template system.
Background technology
In order to improve rate of progress of the construction, reducing the waste of construction equipment and construction material, improving the quality of building operations, market being proposed multiple construction formwork system.Market mainly contains following a few class template system: all-steel mold plate, wooden form, steel frame wooden template, aluminum alloy mould plate.
1, all-steel mold plate can only be used for wall form construction, its service life cycle about 300 times.Easy corrosion, not easy to clean.Due to full steel structure, template is heavy, and in work progress, the displacement of template, transfer, the work such as assembled all need the hanging device relying on job site to carry out.Therefore at the bottom of efficiency of construction, and the construction operation completing top board structure with other template system coordinative constructions is needed.Its common construction speed is 1 layer/week.
2, a kind of simple template system of one adopting the lumps of wood and film coating plywood and corresponding support system to combine of wooden form system.Having to take tears open conveniently, the features such as equipment investment is few.But at the bottom of the cycle-index of template, each construction all needs according to construction drawing and dimensional requirement, existing spelling now fills.Cause the significant wastage of constructor and goods and materials.And the use of the lumps of wood and veneer causes huge environment pollution and construction rubbish.Meanwhile, the one-time-concreting of body of wall and floor can not be realized.Physical dimension deviation is large, easily causes dimensional errors, for subsequent construction makes troubles.Number of fitting parts is various, and the workload of on-site consolidation and bookbinding is large, causes the waste of resource and manpower.Working security is poor.
3, steel frame wooden template: be adopt a kind of hot-rolled profile, form a kind of steel framework by welding, insert veneer inside steel frame, forms a kind of template of modularization with this.This series of products matching is poor, still there is wallboard and top board can not be constructed by monobloc cast.And product corrosion-resistant, cycle life is subject to the impact in veneer application life, causes many wastes and the repair of product.
4, aluminum alloy mould plate.This system template thickness is thick, causes the template of same homalographic to take up room greatly, does not utilize transport, storage and construction.Have employed split bolt as the mode to drawing fastening inside and outside wall form, cause installation loaded down with trivial details, number of fitting parts sharply increases, and the accessory cost of its every square metre construction area reaches the half of template cost.And wall size not easily ensures, build homogeneity of product difference.Meanwhile, its form lateral pressure that can bear is only 45KN/m
2; Secondly, this is that template adopts aluminum alloy extrusion section bar to make completely, and the weight of template reaches 25-28KG/m
2, therefore cost is high, and the area of single form only has 0.4m × 2.7m usually, and therefore used fastening accessory increases, and speed of application is subject to extreme influence, and common formwork speed is only 10-15 square meter/sky.
Summary of the invention
The object of the invention is to overcome the deficiencies in the prior art, there is provided a kind of Combined-type aluminium template system, this system architecture is simple, lightweight, easy accessibility, high strength, high-wearing feature and fabulous bending resistance, achieve integrated pouring construction, improve speed of application and efficiency.
The present invention solves its technical problem and is achieved through the following technical solutions:
A kind of Combined-type aluminium template system, comprise outer wall template, inside wall formwork and backform, outer wall template and inside wall formwork are oppositely arranged, and backform is fixedly mounted with inside wall formwork upper end, fixing to drawing by pulling-on piece between its outer wall template and inside wall formwork end.
And, the frame of described outer wall template is shaped with outer wall mould connecting hole, the frame frame of inside wall formwork being shaped with interior wall mould connecting hole, backform is shaped with backform connecting hole, outer wall template is fixed with exterior wall backboard, this exterior wall backboard is shaped with exterior wall backboard connecting hole, inside wall formwork is fixed with interior wall backboard, this interior wall backboard is shaped with interior wall backboard connecting hole, backform is fixed with backform backboard, this backform backboard is shaped with backform backboard connecting hole.
And, the frame of described outer wall template is identical with the frame of inside wall formwork and surround by wall mould lateral frame board, this wall mould lateral frame board comprises a wall mould rim charge body, wherein outwards make upper end rim charge at wall mould rim charge body one upper lateral part and lean on platform, outwards make lower end rim charge at wall mould rim charge body with side lower part and lean on platform, lean on the corresponding wall mould rim charge body opposite side upper end of platform with upper end rim charge and make template and to fit platform; The frame of backform is surrounded by backform lateral frame board, backform lateral frame board comprises a backform rim charge body, wherein backform rim charge body one middle side part makes lightening grooves, laminating clamping platform is made in backform rim charge body opposite side upper corners, clamp angle, lower end, platform the same side with laminating and make loss of weight limit, the backform rim charge body above loss of weight limit makes V-type reinforcing rib.
And, described backform is fixed by L-type template and Angle formwork and inside wall formwork, by installing U-shaped card and I type fixing dress backform, L-type template and Angle formwork on inside wall formwork, L-type template and Angle formwork are locked by fast-assembling pin card and backform, L-type template is shaped with L-type template connecting hole, Angle formwork is shaped with Angle formwork connecting hole.
And, described outer wall mould connecting hole, interior wall mould connecting hole, backform connecting hole, exterior wall backboard connecting hole, interior wall backboard connecting hole, backform backboard connecting hole, L-type template connecting hole and Angle formwork connecting hole all install connecting hole protective sleeve.
And, described fast-assembling pin card comprises a pin body, a hand propelled installing card is fixedly mounted with in pin body one end, this hand propelled installing card adjusts section by curved weld section, moment and arc grab is formed, arc grab and moment adjust that section one end is vertical to be fixedly mounted with, moment adjusts the section other end and curved weld section one end is fixedly mounted with, curved weld section is packed on the outer wall of pin body one end, integrally stretches out make shield segment in arc grab one end.
And described pulling-on piece is detachable pulling-on piece, this detachable pulling-on piece comprises a rectangle steel disc, makes connecting hole respectively at the two ends of rectangle steel disc, and the rectangle steel disc between two connecting holes is set with one deck plastic sheath.
And, described outer wall template and inside wall formwork lower end are fixedly mounted with triangle stabilizing bracket respectively, be fixed with gusset respectively in the inner side of outer wall template, inside wall formwork and backform corner, outer wall template be fixedly mounted with back cord card, install between back cord card and outer wall template and strengthen steel pipe.
And, described outer wall template, inside wall formwork and backform are all fixed with splayed beam, this splayed beam comprises backboard, the oblique side plate of the Eight characters and bearing beam, the oblique side plate of the Eight characters is integrally made at backboard two ends respectively symmetry, integrally bearing beam is made in the end of the oblique side plate of each Eight characters, backboard reinforcing rib is integrally made respectively to outer in backboard two ends, and the Eight characters oblique side plate outer wall is integrally shaped with anti-skidding rib, and this anti-skidding rib is integrally made on the oblique side plate outer wall of the Eight characters of side, backboard end.
And connected by exterior wall internal corner between described outer wall template, connected between inside wall formwork by interior wall inner corner trim, interior wall inner corner trim upper end is provided with Angle formwork, and these Angle formwork two ends are docked with L-type template respectively, and Angle formwork angle docks with backform.
Advantage of the present invention and beneficial effect are:
1, this Combined-type aluminium template system, comprise outer wall template, inside wall formwork and backform, outer wall template and inside wall formwork are oppositely arranged, backform is fixedly mounted with inside wall formwork upper end, fixing to drawing by pulling-on piece between its outer wall template and inside wall formwork end, structure of the present invention is simple, lightweight, easy accessibility, high strength, high-wearing feature and fabulous bending resistance, achieve integrated pouring construction, improve speed of application and efficiency.
2, in the present invention, the frame of outer wall template is identical with the frame of inside wall formwork and surround by wall mould lateral frame board, this wall mould lateral frame board comprises a wall mould rim charge body, wherein outwards make upper end rim charge at wall mould rim charge body one upper lateral part and lean on platform, outwards make lower end rim charge at wall mould rim charge body with side lower part and lean on platform, lean on the corresponding wall mould rim charge body opposite side upper end of platform with upper end rim charge and make template and to fit platform; The frame of backform is surrounded by backform lateral frame board, and backform lateral frame board comprises a backform rim charge body, and wherein backform rim charge body one middle side part makes lightening grooves, laminating clamping platform is made in backform rim charge body opposite side upper corners, clamp angle, lower end, platform the same side with laminating and make loss of weight limit, the backform rim charge body above loss of weight limit makes V-type reinforcing rib, and this structural strength is large, quality is light, laminating is closely, easy and simple to handle, safe and reliable, wear-resisting, antirust.
3, the fast-assembling pin card in the present invention comprises a pin body, a hand propelled installing card is fixedly mounted with in pin body one end, this hand propelled installing card adjusts section by curved weld section, moment and arc grab is formed, arc grab and moment adjust that section one end is vertical to be fixedly mounted with, moment adjusts the section other end and curved weld section one end is fixedly mounted with, curved weld section is packed on the outer wall of pin body one end, integrally stretch out in arc grab one end and make shield segment, overall structure is simple, easy for installation, safe and reliable, abrasion resistance is good, effectively improves backform packaging efficiency.
4, pulling-on piece of the present invention is detachable pulling-on piece, this detachable pulling-on piece comprises a rectangle steel disc, make connecting hole respectively at the two ends of rectangle steel disc, the rectangle steel disc between two connecting holes is set with one deck plastic sheath, this structure pulling-on piece intensity is large, quality is light, constructing operation is easy, safe and reliable, can Reusability, save cost, material and resource, improve quality and the efficiency of construction.
5, the splayed beam adopted in the present invention comprises backboard, the oblique side plate of the Eight characters and bearing beam, the oblique side plate of the Eight characters is integrally made at backboard two ends respectively symmetry, integrally bearing beam is made in the end of the oblique side plate of each Eight characters, the stressed of an original beam is directly corresponded to form surfacing by the design of this aluminum alloy pattern plate splayed beam, become corresponding two bearing beams of a beam, again by these two bearing beams corresponding templates panel respectively, reduce the impact that external force directly corresponds to form surfacing.The design of backboard take into account outside pulling force in addition, has carried out design emphatically, has added reinforcing rib.Profile also there has is basic transformation with traditional crossbeam, so, the external force of certain impact can be stood in carrying and work progress, and can not impact form surfacing.
6, the present invention uses under complex environment, economize on resources, increase substantially precision, reduce or avoid being out of shape by beam causing unnecessary harm to template, extend the application life of template, this section bar is lightweight in guarantee, structure is simple, under prerequisite easy to make, reach high section factor and moment of inertia, ensure that the rigidity of template.The all right overall weight reducing template, is convenient to transport and reduces costs, improving efficiency of construction in addition.
Accompanying drawing explanation
Fig. 1 is front view of the present invention;
Fig. 2 is the left view of Fig. 1;
Fig. 3 be Fig. 1 overlook enlarged drawing;
Fig. 4 is stereogram of the present invention;
Fig. 5 is the A portion enlarged diagram of Fig. 4;
Fig. 6 is splayed beam cross section structure schematic diagram of the present invention;
Fig. 7 is backform lateral frame board cross section structure schematic diagram of the present invention;
Fig. 8 is wall mould lateral frame board cross section structure schematic diagram of the present invention;
Fig. 9 is fast-assembling pin card structural representation of the present invention;
Figure 10 is pulling-on piece structure schematic diagram of the present invention;
Figure 11 is U-shaped card structure schematic diagram of the present invention;
Figure 12 is I type card structure schematic diagram of the present invention.
Detailed description of the invention
Below by specific embodiment, the invention will be further described, and following examples are descriptive, is not determinate, can not limit protection scope of the present invention with this.
A kind of Combined-type aluminium template system, comprise outer wall template 9, inside wall formwork 3 and backform 1, outer wall template and inside wall formwork are oppositely arranged, backform is fixedly mounted with inside wall formwork upper end, outer wall template and inside wall formwork lower end are fixedly mounted with triangle stabilizing bracket 5 respectively, be fixed with gusset 2 respectively in the inner side of outer wall template, inside wall formwork and backform corner, outer wall template be fixedly mounted with back cord card 7, install between back cord card and outer wall template and strengthen steel pipe 6; Outer wall template, inside wall formwork and backform are all fixed with splayed beam 4, this splayed beam comprises backboard 32, the oblique side plate 29 of the Eight characters and bearing beam 28, the oblique side plate of the Eight characters is integrally made at backboard two ends respectively symmetry, integrally bearing beam is made in the end of the oblique side plate of each Eight characters, backboard reinforcing rib 30 is integrally made respectively to outer in backboard two ends, the Eight characters oblique side plate outer wall is integrally shaped with anti-skidding rib 31, and this anti-skidding rib is integrally made on the oblique side plate outer wall of the Eight characters of side, backboard end.Fixing to drawing by pulling-on piece 8 between outer wall template and inside wall formwork end, pulling-on piece is detachable pulling-on piece, this detachable pulling-on piece comprises a rectangle steel disc 47, connecting hole 50 is made respectively at the two ends of rectangle steel disc, rectangle steel disc between two connecting holes is set with one deck plastic sheath 48, rounding 51 is made at rectangle steel disc two ends, and rounding 49 is made in plastic sheath end.In the process of construction, plastic sheath is in the middle part of rectangle steel disc, and its length is identical with thickness of wall body, and then is alignd with interior wall mould connecting hole and outer wall mould connecting hole by rectangle steel disc connecting hole, is finally fixed operation by pin card.In the process of concrete pouring construction, concreting is between outer wall template and inside wall formwork, at this time, pulling-on piece just serves and prevents inner-outer wall template from expanding, and internally outer wall template is strained and fixed, reach the accuracy of inner-outer wall template in work progress, ensure that the quality of construction.The plastic sheath of pulling-on piece is carrying out being embedded in body of wall in concreting process; by the time body of wall is shaped; when removing shingle nail; because there is one deck plastic sheath outside pulling-on piece; so can extract out from body of wall easily, significantly can reduce the cost of construction like this, save material; also save resource, for environmental protection serves certain effect simultaneously.Because detachable pulling-on piece is steel matter, so not affected by environment, can Long-Time Service.Detachable pulling-on piece is in the process of construction, set-up time is that original template crosses 1/3rd of wall screw installation rate, take-down time scabbles the fast decades of times of speed than original wall screw of crossing, because dismountable pulling-on piece only to need to pull out pulling-on piece in unloading process, the used time is extremely short.
The frame of outer wall template is shaped with outer wall mould connecting hole 14, the frame 16 frame of inside wall formwork being shaped with interior wall mould connecting hole 22, backform is shaped with backform connecting hole 15, the frame of backform encloses and is contained in backform mainboard 19 surrounding, outer wall template is fixed with exterior wall backboard, this exterior wall backboard is shaped with exterior wall backboard connecting hole, inside wall formwork is fixed with interior wall backboard 24, this interior wall backboard is shaped with interior wall backboard connecting hole 23, backform is fixed with backform backboard 20, this backform backboard is shaped with backform backboard connecting hole 18.Outer wall mould connecting hole, interior wall mould connecting hole, backform connecting hole, exterior wall backboard connecting hole, interior wall backboard connecting hole and backform backboard connecting hole all can install connecting hole protective sleeve 27 and be applicable to the connection of fast-assembling pin card; this connecting hole protective sleeve is shaped with fast-assembling pin card connecting hole 26
The frame of outer wall template is identical with the frame of inside wall formwork and surround by wall mould lateral frame board, this wall mould lateral frame board comprises a wall mould rim charge body 40, wherein outwards make upper end rim charge at wall mould rim charge body one upper lateral part and lean on platform 39, outwards make lower end rim charge at wall mould rim charge body with side lower part and lean on platform 41, lean on the corresponding wall mould rim charge body opposite side upper end of platform with upper end rim charge and make template and to fit platform 38; The frame of backform is surrounded by backform lateral frame board, backform lateral frame board comprises a backform rim charge body 34, wherein backform rim charge body one middle side part makes lightening grooves 35, laminating clamping platform 33 is made in backform rim charge body opposite side upper corners, clamp angle, lower end, platform the same side with laminating and make loss of weight limit 37, the backform rim charge body above loss of weight limit makes V-type reinforcing rib 36.
Backform is fixed by L-type template 12 and Angle formwork and inside wall formwork, inside wall formwork is fixedly mounted with backform, L-type template and Angle formwork by the U-shaped card 21 of installation and I type card 17, I type card comprises I type tray top panel 57, I type bracket base 58 and I type bracket clamp 60, entirety presents I type, wherein: described I type bracket clamp is vertical direction gripper shoe, is provided with draw-in groove; Described I type bracket base is shaped with I type substrate connecting hole 59; Described tray top panel is horizontal direction gripper shoe; U-shaped card comprises U-shaped tray top panel 53, U-shaped bracket base 54 and U-shaped bracket clamp 56, and wherein said U-shaped bracket clamp is vertical direction gripper shoe, is provided with draw-in groove; Described bracket base is shaped with groove 52; Described tray top panel is horizontal direction gripper shoe; Described bracket base is shaped with U-shaped substrate connecting hole 55;
L-type template and Angle formwork are locked by fast-assembling pin card 25 and backform, L-type template is shaped with L-type template connecting hole, Angle formwork is shaped with Angle formwork connecting hole, L-type template connecting hole and Angle formwork connecting hole all install connecting hole protective sleeve, fast-assembling pin card comprises a pin body 43, a hand propelled installing card is fixedly mounted with in pin body one end, this hand propelled installing card is by curved weld section 42, moment adjustment section 44 and arc grab 45 are formed, arc grab and moment adjust that section one end is vertical to be fixedly mounted with, the moment adjustment section other end and curved weld section one end are fixedly mounted with, curved weld section is packed on the outer wall of pin body one end, integrally stretch out in arc grab one end and make shield segment 46.
Multiple outer wall template can be interconnected according to real size, angle between outer wall template is connected by exterior wall internal corner 10, multiple inside wall formwork can be interconnected according to real size, angle between inside wall formwork is connected by interior wall inner corner trim 13, interior wall inner corner trim upper end is provided with Angle formwork 11, these Angle formwork two ends are docked with L-type template respectively, and Angle formwork angle docks with backform.
The present invention in use, sums up advantage as follows:
1. quality is light, is about 1/3rd of steel template quality;
2. do not corrode, there will not be corrosion phenomena under field conditions (factors) and after construction usage;
3. durable in use, without under the condition of artificial damage, can Reusability more than 30 years;
4. construction is convenient, because the form of construction work that Combined-type aluminium template backform adopts is combined and spliced connection way, fixes, greatly increase the efficiency of construction operation by between each template with connection fittings;
5. be convenient to transport, because Combined-type aluminium template backform is spliced in operation process, the connection between template after construction, can be cancelled, by template one piece of one piece disassembles, be convenient to transport like this;
6. reduce cost of transportation, because transport service is main by weight to the transport price of constructional materials, and Combined-type aluminium template backform to be aluminum material be made, be about 1/3rd of steel template weight, so in transportation, cost of transportation can be reduced;
7. precision is high, this Combined-type aluminium template backform is passing through the equal careful calculating of each combined joint, comprehensively consider condition and the step of each link of constructing in the design, develop, and through experiment for a long time, trial-production, trial run, and the measurement of the laboratory apparatus of various advanced person and follow-up perfect, ensure that the precision of this template.
The present invention can realize template width and reach 900mm, and therefore operator's single operation can the larger construction contact area of demolition, installation.Improve building operations efficiency greatly.Present invention employs the high strength of 3.0-4.5mm thickness, high-wearing feature, the aluminium alloy plate of highly corrosion resistant and side layer; on the position that template side layer often assembles; then have employed the connecting hole protective sleeve through cure process; thus available protecting is provided to template; meanwhile, all component and fitting energy precise match can be ensured.What whole template system may be used for 60KN/m2 builds construction application under lateral pressure.
The present invention contains more than 200 product specification.Have employed the modularization connecting hole design of 150mm-300mm.After the template of these specifications and angle mould, pulling-on piece and other component and fitting combinationally use, provide the complete solution of complete building structure concrete construction.
Have employed unified high-strength plate face thickness 3.0-4.5mm.Therefore, plate face is smooth, and not yielding, construction deflection is little.Simultaneously for the maintenance of construction and template brings facility.On formwork structure, aluminium alloy plate surrounds by the framework rim charge of template, effectively protects the smooth of plate face.The height of standard form, from 300mm to 2700mm, increases using 300mm as modulus.The normal width of template, from 100mm to 200mm, then increases using 50mm as modulus, and template width is maximum can reach 900mm.By means of the design of a adjustable formwork, mutually combine with above-mentioned standard form, achieve the template construction requirement of various sizes.
Have employed the design of the modularization connecting hole of 150-300mm.Embody the flexibility of working design.In this template system, the standard form of each specification, narrow boards and other component and fitting all can mate mutually, flexible combination.The accessory of particular design all can be used in template construction.Under regular service conditions, can reach more than 2500 times build application life.Through the aluminum alloy pattern plate surface of specially treated, can stripping result be improved in conjunction with special surface protectant, improve concreting surface quality and template application life.It is 900*2700mm that native system can realize maximum on-gauge plate face, and template weight is about 17.5kg/m2, assembles and carry easy, can adopt one-man job's industry.And it is few that unit concrete surface amasss adopted material consumption.Outer wall template carries out the operation of integral hoisting formula after can assembling.Once mounting maximum area 7.5 square meter can be reached.Accelerate construction speed.Template connecting piece such as pulling-on piece, fast-assembling pin card and inserted sheet according to execution conditions and structure types, can be applied in a flexible way, and save material and engineering time.The template adjustable supporter of Patent design, make the form height in work progress adjust and Level-adjusting more easy, accuracy promote, improve assembling speed and the accuracy of template.Omnidistance construction, without disposable component and fitting, improves versatility and the repeatability of product, saves material, reduces construction cost.
The method that this template system uses is generally: 1. join mould according to building structure drawing; 2. the construction line-putting, wall form, settle locator card and the collateral support of template, mounting rail soffit formwork, mounting rail side template, L-type die plate corner, installing angle shuttering supporting card are installed, top board is installed, top board junction plate be installed, top board is assembled, reinforce supports, concreting, form removal, level and enter next circulation.
The present invention it should be noted that in addition:
1, the construction lateral pressure of wall form of the present invention can reach 60KN/m2.In order to the integrally-built mechanical characteristic of overall balance template system, template is had, and body is light, high strength, high-wearing feature and fabulous bending resistance, and the plate plane materiel matter of employing is 5052 high strength, high abrasion aluminum alloy plate materials.Thickness then have employed 3-4.5mm.Use this based plate, in mechanical property, requirement to concrete slab surface evenness under great majority construction operating mode can be met.In order to further equalizing system rigidity, under being reduced in upper side pressure, bending of plate face, the present invention designs splayed beam.This splayed beam cross section structure, by the design span of aluminum alloy mould plate in template system by 300mm, basic uniform distribution is come, and makes the span of form surfacing under simply supported beam force structure narrow down to 150mm.Namely the balanced weight of template, improves again the anti-flexural property of panel, makes, under the lateral pressure operating mode of 60KN/m2, still can meet construction requirement, and obtain the planeness in desirable concreting face.And the high strength alumin ium alloy panel of 3-4.5mm thickness of design, then can provide the service life cycle of more than 2500 times, the maintenance in both easy to use, uniformity and the stability of template system performance in application process can be ensured again.
2, in the present invention, have employed the modulus of 150-300mm as template.Namely template system is when carrying working load, and all structure stress spacing, according to the difference of position, have 150mm and 300mm two kinds of spacing.And namely the spacing of 150mm ensure that to be convenient to assembling in construction application, can ensure that again template system structure meets construction requirement in the resistance of deformation of holding of freely encorbelmenting, and meets the construction demand under the maximum form lateral pressure of 60KN/m2.In the present invention, at interval of the distance of 300mm, devise a connecting hole, namely for the interconnection between template, location between inside wall formwork and outer wall template and interconnected can be born again.Exactly due to the layout of 150-300mm spacing, in construction, according to the change of construct operating mode and working load, and use density and the spacing of template connection spacing and template pulling-on piece can be adjusted at any time.As: when template construction load reaches the form lateral pressure of 60KN/m2, pulling-on piece and connection spacing can be 300mm.Now, the carrying span of formwork structure is only 300mm, and the design can be adopted highly for the side layer of 52-55mm just can reach amount of deflection designing requirement.And when construction operating mode changes, and along with the rising of casting position, the construction lateral pressure of template can progressively lower, then in work progress, progressively can reduce the installing space connecting spacing and improve pulling-on piece flexibly, the object of saving material and improving efficiency of construction can be reached like this, and reduce construction cost.
3, the thickness of template of the present invention only has 52-55mm, assembles mutually easily under condition, played the performance of this template rim charge section bar in guarantee.Under meeting the condition of working load requirement, can consumption of materials be reduced, reduce the space that template stores and transports, improve the comprehensive economy of construction.And on market in existing aluminum alloy pattern plate system, the height of its rim charge is generally 63mm, waste of material is large, and performance does not promote, and reduces on the contrary.Therefore, the system of this template system is very rationally with effective.Make the primary load-carrying members in template system structure: panel, splayed beam, side layer reach optimum organization, supplement step by step.
4, this template system, provides the integral construction design of wall form and roof plate template, achieves integrated pouring construction, improve speed of application and efficiency.Turn in roof plate template construction at wall form, devise a L-type aluminium alloy extrusions.The ceiling panel width that this section bar realizes is 150-200mm.While the template construction area of supplementary top, provide the assembly building distance of 150mm, roof plate template is assembled easier, after building, when taking the lead in removing wall form, can not produce interference to top braces, the fast dismantling being easy to realize wall form removes.And in order to fixed L template, and make it to fit tightly with wall form, reduce or eliminate construction casting seam, devise on the one hand I type card and U-shaped, can either fixed L template, again can the support of support, top, widen the spacing of top plate supporting distance wall form, in constructability process, the movement of personnel and material and the installation of template and dismounting.The plate edge of L-type sheet material, then design machined a reinforcing rib, ensure that straightness accuracy and the bearing capacity of profile flange.Improve the application life of this component and fitting, the fast dismantling being also convenient to pouring construction back wall template removes.
5, in this template system, a novel top panel template rim charge is devised.This rim charge has higher strength and stiffness.Meanwhile, devise an oblique angle in the outer of rim charge, make top board card to push top board rim charge smoothly and to clamp.Avoid the connector that the vibrating load of ceiling location in construction cause get loose and cause spillage to run ash and construction accident hidden danger.And the lean and correct assembly location of template interconnection can be realized.
6, native system can realize integral hoisting construction, pass through special hanger, under the condition of mechanized construction conditions being possessed, disposable lifting can reach the template of 7 square meters, accelerate template assemblies progress, the defect such as template dislocation, component and fitting loss that the dismounting decreasing fritter template frequently causes.
The section bar of product of the present invention adopts 6061-T6, and template plate face adopts 5052-T38 thickness 3-4.5mm.
Claims (10)
1. a Combined-type aluminium template system, comprise outer wall template, inside wall formwork and backform, outer wall template and inside wall formwork are oppositely arranged, and backform is fixedly mounted with inside wall formwork upper end, it is characterized in that: fixing to drawing by pulling-on piece between outer wall template and inside wall formwork end.
2. a kind of Combined-type aluminium template system according to claim 1, it is characterized in that: the frame of described outer wall template is shaped with outer wall mould connecting hole, the frame frame of inside wall formwork being shaped with interior wall mould connecting hole, backform is shaped with backform connecting hole, outer wall template is fixed with exterior wall backboard, this exterior wall backboard is shaped with exterior wall backboard connecting hole, inside wall formwork is fixed with interior wall backboard, this interior wall backboard is shaped with interior wall backboard connecting hole, backform is fixed with backform backboard, this backform backboard is shaped with backform backboard connecting hole.
3. a kind of Combined-type aluminium template system according to claim 1 and 2, it is characterized in that: the frame of described outer wall template is identical with the frame of inside wall formwork and surround by wall mould lateral frame board, this wall mould lateral frame board comprises a wall mould rim charge body, wherein outwards make upper end rim charge at wall mould rim charge body one upper lateral part and lean on platform, outwards make lower end rim charge at wall mould rim charge body with side lower part and lean on platform, lean on the corresponding wall mould rim charge body opposite side upper end of platform with upper end rim charge and make template and to fit platform; The frame of backform is surrounded by backform lateral frame board, backform lateral frame board comprises a backform rim charge body, wherein backform rim charge body one middle side part makes lightening grooves, laminating clamping platform is made in backform rim charge body opposite side upper corners, clamp angle, lower end, platform the same side with laminating and make loss of weight limit, the backform rim charge body above loss of weight limit makes V-type reinforcing rib.
4. a kind of Combined-type aluminium template system according to claim 1 and 2, it is characterized in that: described backform is fixed by L-type template and Angle formwork and inside wall formwork, by installing U-shaped card and I type fixing dress backform, L-type template and Angle formwork on inside wall formwork, L-type template and Angle formwork are locked by fast-assembling pin card and backform, L-type template is shaped with L-type template connecting hole, Angle formwork is shaped with Angle formwork connecting hole.
5. a kind of Combined-type aluminium template system according to claim 2 or 4, is characterized in that: described outer wall mould connecting hole, interior wall mould connecting hole, backform connecting hole, exterior wall backboard connecting hole, interior wall backboard connecting hole, backform backboard connecting hole, L-type template connecting hole and Angle formwork connecting hole all install connecting hole protective sleeve.
6. a kind of Combined-type aluminium template system according to claim 4, it is characterized in that: described fast-assembling pin card comprises a pin body, a hand propelled installing card is fixedly mounted with in pin body one end, this hand propelled installing card adjusts section by curved weld section, moment and arc grab is formed, arc grab and moment adjust that section one end is vertical to be fixedly mounted with, moment adjusts the section other end and curved weld section one end is fixedly mounted with, curved weld section is packed on the outer wall of pin body one end, integrally stretches out make shield segment in arc grab one end.
7. a kind of Combined-type aluminium template system according to claim 1, it is characterized in that: described pulling-on piece is detachable pulling-on piece, this detachable pulling-on piece comprises a rectangle steel disc, makes connecting hole respectively at the two ends of rectangle steel disc, and the rectangle steel disc between two connecting holes is set with one deck plastic sheath.
8. a kind of Combined-type aluminium template system according to claim 1 or 2 or 3, it is characterized in that: described outer wall template and inside wall formwork lower end are fixedly mounted with triangle stabilizing bracket respectively, gusset is fixed with respectively in the inner side of outer wall template, inside wall formwork and backform corner, outer wall template is fixedly mounted with back cord card, installs between back cord card and outer wall template and strengthen steel pipe.
9. a kind of Combined-type aluminium template system according to claim 1 and 2, it is characterized in that: described outer wall template, inside wall formwork and backform are all fixed with splayed beam, this splayed beam comprises backboard, the oblique side plate of the Eight characters and bearing beam, the oblique side plate of the Eight characters is integrally made at backboard two ends respectively symmetry, integrally bearing beam is made in the end of the oblique side plate of each Eight characters, backboard reinforcing rib is integrally made respectively to outer in backboard two ends, the Eight characters oblique side plate outer wall is integrally shaped with anti-skidding rib, and this anti-skidding rib is integrally made on the oblique side plate outer wall of the Eight characters of side, backboard end.
10. a kind of Combined-type aluminium template system according to claim 1 and 2, it is characterized in that: connected by exterior wall internal corner between described outer wall template, connected by interior wall inner corner trim between inside wall formwork, interior wall inner corner trim upper end is provided with Angle formwork, these Angle formwork two ends are docked with L-type template respectively, and Angle formwork angle docks with backform.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310396278.0A CN104420644A (en) | 2013-09-04 | 2013-09-04 | Combined aluminum mould plate system |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310396278.0A CN104420644A (en) | 2013-09-04 | 2013-09-04 | Combined aluminum mould plate system |
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| CN104420644A true CN104420644A (en) | 2015-03-18 |
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| CN201310396278.0A Pending CN104420644A (en) | 2013-09-04 | 2013-09-04 | Combined aluminum mould plate system |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109372251A (en) * | 2018-12-07 | 2019-02-22 | 湖南五新模板有限公司 | It is a kind of can rapid shaping construction processes steel form |
| CN114319839A (en) * | 2022-02-07 | 2022-04-12 | 晟通科技集团有限公司 | Basement template building method |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6176059B1 (en) * | 1998-11-20 | 2001-01-23 | Robert A. Cantarano | Modular concrete building system |
| CN2559714Y (en) * | 2002-08-22 | 2003-07-09 | 田野 | Small size combined steel shuttering line lining form |
| CN2611488Y (en) * | 2003-02-20 | 2004-04-14 | 张学 | Staying-pulling sheet of steel template |
| WO2008025050A1 (en) * | 2006-08-30 | 2008-03-06 | Garard Pty Limited | Formwork apparatus and method of erecting formwork apparatus |
| CN101906877A (en) * | 2010-07-20 | 2010-12-08 | 天津二十冶建设有限公司 | Method for construction of concrete wall by steel mould |
| CN201794304U (en) * | 2010-09-28 | 2011-04-13 | 中冶实久建设有限公司 | Combined opposite pulling sheet |
| CN202187551U (en) * | 2011-07-15 | 2012-04-11 | 陕西建工集团第十一建筑工程有限公司 | Stable supporting system for high girder template |
| CN203066475U (en) * | 2013-01-28 | 2013-07-17 | 广东台澳特种铝材有限公司 | Reusable pull tab component used on architectural aluminum template and detacher thereof |
-
2013
- 2013-09-04 CN CN201310396278.0A patent/CN104420644A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6176059B1 (en) * | 1998-11-20 | 2001-01-23 | Robert A. Cantarano | Modular concrete building system |
| CN2559714Y (en) * | 2002-08-22 | 2003-07-09 | 田野 | Small size combined steel shuttering line lining form |
| CN2611488Y (en) * | 2003-02-20 | 2004-04-14 | 张学 | Staying-pulling sheet of steel template |
| WO2008025050A1 (en) * | 2006-08-30 | 2008-03-06 | Garard Pty Limited | Formwork apparatus and method of erecting formwork apparatus |
| CN101906877A (en) * | 2010-07-20 | 2010-12-08 | 天津二十冶建设有限公司 | Method for construction of concrete wall by steel mould |
| CN201794304U (en) * | 2010-09-28 | 2011-04-13 | 中冶实久建设有限公司 | Combined opposite pulling sheet |
| CN202187551U (en) * | 2011-07-15 | 2012-04-11 | 陕西建工集团第十一建筑工程有限公司 | Stable supporting system for high girder template |
| CN203066475U (en) * | 2013-01-28 | 2013-07-17 | 广东台澳特种铝材有限公司 | Reusable pull tab component used on architectural aluminum template and detacher thereof |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109372251A (en) * | 2018-12-07 | 2019-02-22 | 湖南五新模板有限公司 | It is a kind of can rapid shaping construction processes steel form |
| CN114319839A (en) * | 2022-02-07 | 2022-04-12 | 晟通科技集团有限公司 | Basement template building method |
| CN114319839B (en) * | 2022-02-07 | 2023-11-14 | 晟通科技集团有限公司 | Basement template building method |
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