CN214006442U - Special-shaped aluminum template supporting system - Google Patents
Special-shaped aluminum template supporting system Download PDFInfo
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- CN214006442U CN214006442U CN202023046230.1U CN202023046230U CN214006442U CN 214006442 U CN214006442 U CN 214006442U CN 202023046230 U CN202023046230 U CN 202023046230U CN 214006442 U CN214006442 U CN 214006442U
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- aluminum
- templates
- arched
- steel back
- box body
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- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 title claims abstract description 122
- 229910052782 aluminium Inorganic materials 0.000 title claims abstract description 122
- 241000357293 Leptobrama muelleri Species 0.000 claims abstract description 33
- 238000009415 formwork Methods 0.000 claims abstract description 25
- 238000009432 framing Methods 0.000 claims abstract description 6
- 230000002093 peripheral effect Effects 0.000 claims abstract description 5
- 229910000831 Steel Inorganic materials 0.000 claims description 22
- 239000010959 steel Substances 0.000 claims description 22
- 238000003825 pressing Methods 0.000 claims description 18
- 230000003014 reinforcing effect Effects 0.000 claims description 6
- 238000010276 construction Methods 0.000 abstract description 22
- 238000009417 prefabrication Methods 0.000 abstract 1
- 210000003205 muscle Anatomy 0.000 description 8
- 238000009434 installation Methods 0.000 description 5
- AZDRQVAHHNSJOQ-UHFFFAOYSA-N alumane Chemical group [AlH3] AZDRQVAHHNSJOQ-UHFFFAOYSA-N 0.000 description 4
- 239000004411 aluminium Substances 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 230000002787 reinforcement Effects 0.000 description 2
- 239000002023 wood Substances 0.000 description 2
- 229910000838 Al alloy Inorganic materials 0.000 description 1
- 230000002159 abnormal effect Effects 0.000 description 1
- 230000006978 adaptation Effects 0.000 description 1
- 238000010923 batch production Methods 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000010354 integration Effects 0.000 description 1
- 238000002955 isolation Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
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- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model discloses a special-shaped aluminum formwork support system, which comprises a full scaffold, wherein an arched aluminum formwork is arranged above the full scaffold; the aluminum mould also comprises flat high-reinforcement aluminum mould plates, and two adjacent high-reinforcement aluminum mould plates are connected through a linear profile steel back edge; the high-reinforcement aluminum templates are connected in pairs and spliced into a rectangular concrete box body, the concrete box body is utilized to seal and enclose the peripheral side surfaces of the arched aluminum templates and serve as side molds, and the arched aluminum templates serve as bottom molds of the concrete box body; the aluminum column structure is characterized by further comprising rectangular upright column aluminum templates, and the upright column aluminum templates are spliced into a rectangular column structure in pairs. The support system adopts a factory prefabrication mode, and organically integrates the arch-shaped aluminum templates, the high-rib aluminum templates, the stand aluminum templates and the full framing scaffold to form the integral door arch template support system, so that the concrete pouring one-step forming is realized, the construction quality of a building structure is effectively improved, and the construction period is shortened.
Description
Technical Field
The utility model belongs to the technical field of the construction, concretely relates to abnormal shape aluminum mould board supports system.
Background
The aluminum template is a building template made of aluminum alloy, has the advantages of being reusable and high in strength compared with a wood template, and has the advantage of light weight compared with a steel template. The aluminium template that uses at present is mostly flat plate structure, and the support of aluminium template mainly adopts full steel pipe scaffold, mainly used frame construction's building subject moreover. The supporting structure of the special-shaped aluminum template is used less in domestic buildings at present, and almost no mature cases can be identified by reference. However, with the continuous development of buildings, various buildings with cultural representativeness are more and more, but the buildings of the kind often have more special-shaped structures. If the local folk characteristics are extremely high in the current famous and popular style streets of the building project, the periphery of the building is completely in a multi-arch special-shaped structure model, the multi-arch model is in order to improve the construction quality of the building, the optimized construction method is one-time integral pouring, and meanwhile, the construction period can be shortened. However, it is difficult to satisfy this requirement using wood and steel forms. For this reason, we need to re-develop and utilize aluminum forms to accomplish this construction.
SUMMERY OF THE UTILITY MODEL
The utility model provides a heterotypic aluminum mould board support system should support the system and use the aluminum mould board as the basis, utilizes the light characteristics of aluminum mould board quality to combine the aluminum mould board organically to current steel pipe frame support system, realize special-shaped building major structure one shot forming, construction cycle is short, with the problem in the solution background art.
The technical scheme of the utility model as follows: a special-shaped aluminum formwork support system comprises a full framing scaffold which is formed by erecting cross rods, upright rods, shear rods and steel pipe fasteners, wherein adjustable jacking supports are arranged at the top ends of the upright rods; an arched aluminum template is arranged above the full framing scaffold, the middle of the arched aluminum template is upwards protruded, a steel plate anti-skidding support is arranged at the end of the adjustable shoring, which is far away from the vertical rod, the side surface of the steel plate anti-skidding support, which is far away from the vertical rod, is an inclined surface, the adjustable shoring is in fit contact with the inner side cambered surface of the arched aluminum template through the steel plate anti-skidding support, and the vertical rod supports the arched aluminum template from bottom to top through the adjustable shoring; the high-strength aluminum formwork is characterized by further comprising flat high-strength aluminum formworks, linear steel back edges are fixedly arranged on the high-strength aluminum formworks, two adjacent high-strength aluminum formworks are connected through the linear steel back edges, and the linear steel back edges are connected with each other through high-strength bolts; the high-reinforcement aluminum templates are connected in pairs and spliced into a rectangular concrete box body, the concrete box body is utilized to seal and enclose the peripheral side surfaces of the arched aluminum templates and serve as side molds, and the arched aluminum templates serve as bottom molds of the concrete box body; the aluminum column structure is characterized by further comprising rectangular upright post aluminum templates, the length direction of each upright post aluminum template is consistent with the length direction of each upright post, the upright post aluminum templates are connected in pairs and spliced to form a rectangular column structure, the outer sides of all upright post aluminum templates included in one rectangular column are locked through right angle steel back edges in 90 degrees, and the right angle steel back edges are connected through high-strength bolts; the top of the upright post aluminum template is connected with the concrete box body, and the bottom of the upright post aluminum template is connected with the ground; the right-angle steel back of the body stupefied with the stupefied all can dismantle with full hall scaffold frame of straight-line shaped steel back of the body and be connected, strutted fixedly through the stupefied and straight-line shaped steel back of the body of the right-angle steel back of the body to high-reinforcement aluminum mould board, arch aluminum mould board and stand aluminum mould board by full hall scaffold frame.
Further: a reinforcing assembly is arranged between the two high-strength aluminum templates with opposite surfaces, the reinforcing assembly comprises a screw rod, a first nut, a first pressing block, a second pressing block and a second nut are sequentially arranged along the length direction of the screw rod, the first nut and the second nut are both in threaded connection with the screw rod, and the first pressing block and the second pressing block are both in sliding connection with the screw rod; the two high-strength aluminum templates with opposite surfaces are provided with through holes for the screw to pass through.
Further: the rubber tube is sleeved on the screw rod, and the first pressing block and the second pressing block are both connected with the rubber tube in a sliding mode.
Further: the thickness of the steel plate antiskid support is 6 mm.
Has the advantages that: the scheme provides a heterotypic aluminum mould board support system, this support system has adopted the prefabricated mode of batch production, arch aluminum mould board has been designed to special-shaped building structure to with arch aluminum mould board, high muscle aluminum mould board, stand aluminum mould board and full hall scaffold frame organic integration together constitute a holistic door arch template support system, realize concrete placement one shot forming, effectively improve building structure construction quality, accelerate construction cycle, make the construction have stronger flexibility, but provide the reference case for later special-shaped building construction, be worth promoting.
Drawings
FIG. 1 is a schematic view of a middle arch type special-shaped structure of the present invention;
FIG. 2 is a schematic structural view of a single-arch aluminum formwork support system of the present invention;
FIG. 3 is a schematic view of the installation structure of the arched aluminum form of the present invention;
FIG. 4 is a schematic view of the installation structure of the middle reinforcement assembly of the present invention;
FIG. 5 is a schematic view of the installation structure of the middle linear steel back ridge of the present invention;
fig. 6 is a schematic structural view of the middle arc-shaped aluminum template of the present invention.
Detailed Description
The invention will be further explained with reference to the following figures and examples:
as shown in fig. 1, fig. 2, fig. 3, fig. 4, fig. 5 and fig. 6, the utility model discloses a heterotypic aluminum formwork support system, including full hall scaffold 4, full hall scaffold 4 is built by horizontal pole 42, pole 41, shear bar 43 and steel pipe fastener and is formed. An adjustable top support 44 is arranged at the top end of the vertical rod 41. The adjustable top brace 44 is also called as "adjustable top brace" at the construction site, and is mainly used for adjusting the support height of the supporting rod 41.
The top of full hall scaffold 4 is equipped with arch aluminum mould board 3, and the middle part of this arch aluminum mould board 3 is upwards protruding to adapt to building structure's arch door opening. The arched aluminum template 3 is prefabricated and processed in a factory. As shown in fig. 3, the arched aluminum form 3 is formed by sequentially splicing a plurality of arched aluminum forms 31. As shown in fig. 3 as a1, a2, A3, a4, a5, a6, a7, A8, each arc-shaped aluminum template 31 has a different arc but the same thickness and width. The end department that the pole setting 41 was kept away from to the shore of adjustable top is equipped with steel sheet antiskid support 7, the side that pole setting 41 was kept away from to steel sheet antiskid support 7 is the inclined plane, and this inclined plane matches the adaptation with the gradient of the intrados face of different arc aluminium template 31. The adjustable top support is in contact with the inner cambered surface of the arched aluminum template 3 through the steel plate anti-skidding support 7 in a fitting manner, and the arched aluminum template 3 is supported from bottom to top through the adjustable top support by the vertical rod 41.
Still include flat high muscle aluminum mould board 6, the fixed stupefied 5 of the straight line shaped steel back of the body that is provided with on the high muscle aluminum mould board 6, two piece adjacent high muscle aluminum mould boards 6 are connected through stupefied 5 of the straight line shaped steel back of the body. The linear steel back edges 5 are connected with each other through high-strength bolts. The high-reinforcement aluminum templates 6 are connected in pairs and spliced into a rectangular concrete box body, the concrete box body is utilized to seal and enclose the peripheral side surfaces of the arched aluminum templates 3 and serve as side molds, and the arched aluminum templates 3 serve as bottom molds of the concrete box body. The connecting structure of the back edge 5 of the linear steel is schematically shown in fig. 5.
The aluminum column structure is characterized by further comprising rectangular upright post aluminum templates 1, wherein the length direction of the upright post aluminum templates 1 is consistent with that of the upright rods 41, and the upright post aluminum templates 1 are connected in pairs to form a rectangular column structure. All stand aluminum mould 1's that a rectangle post structure includes the outside all carries out the closure through being stupefied 2 of the right angle steel back of the body that is 90, and stupefied 2 of the right angle steel back of the body is connected through high strength bolt each other. The top of the rectangular column structure is connected with the concrete box body, and the bottom of the rectangular column structure is connected with the ground. Stupefied 2 of the right-angle steel back of the body with stupefied 5 of the straight-line shaped steel back of the body all can dismantle with full hall scaffold frame 4 and be connected, strutted fixedly through stupefied 2 of the right-angle steel back of the body and stupefied 5 of the straight-line shaped steel back of the body to high-reinforcement aluminum mould board 6, arch aluminum mould board 3 and stand aluminum mould board 1 by full hall scaffold frame 4.
It should be noted that: in this embodiment, the cross-section of the building column is rectangular, so that a building column, that is, a rectangular column structure, can be enclosed by four column aluminum formworks 1. The right-angle steel back edge 2 and the linear steel back edge 5 are made of the same materials and are connected in the same mode, and the difference is that one of the shapes of the right-angle steel back edge 2 is provided with a 90-degree right angle.
In order to strengthen the structural stability of the concrete box body which is formed by enclosing the high-reinforcement aluminum formworks 6 and prevent the formwork from being exploded, a strengthening component is arranged between the two high-reinforcement aluminum formworks 6 with opposite surfaces. The reinforcing component comprises a screw 86, a first nut 81, a first pressing block 82, a second pressing block 83 and a second nut 84 are sequentially arranged along the length direction of the screw 86, the first nut 81 and the second nut 84 are both in threaded connection with the screw 86, and the first pressing block 82 and the second pressing block 83 are both in sliding connection with the screw 86; two opposite high muscle aluminum mould boards 6 of face all offer the perforation that can supply screw rod 86 to run through to pass through along the direction of perpendicular to face. The specific structural installation mode of the reinforcing component is as shown in fig. 4, and the first pressing block 82 and the second pressing block 83 are further pushed to press the two high-strength aluminum formworks 6 by locking the first nut 81 and the second nut 84. And then produce the pulling force between two high muscle aluminum mould boards 6 for the concrete box body that high muscle aluminum mould board 6 enclosed has sufficient joint strength.
In practice, it is preferable to fit the hose 85 over the threaded rod 86, because the hose 85 provides good isolation between the concrete and the threaded rod 86, preventing the concrete from setting on the threaded rod 86, thus facilitating removal of the reinforcement assembly for recycling. According to the concrete engineering practice in the scheme, the thickness of the steel plate antiskid support 7 is 6mm during design. In order to increase the stress strength of the overall structure of the arched aluminum template 3, a convex steel frame 31a is additionally arranged on the inner arc surface of the arched aluminum template 3. The arched aluminum formwork 3 is connected with the concrete box body conveniently through the steel frame 31a, and the overall structural stress strength of the arched aluminum formwork 3 is improved.
The working principle of the present invention is described in the following embodiments:
this scheme has adopted once to build full hall scaffold 4, arch aluminum mould board 3 and high muscle aluminum mould board 6, adopts the concrete mode of once pouring shaping. As shown in fig. 1, in practice, several door arch structures are connected at a time, that is, a multi-arch profile structure. The support of each arch structure is as shown in figure 2.
The concrete box body enclosed by the high-reinforcement aluminum formworks 6 is used for enclosing and sealing the peripheral side surfaces of the arched aluminum formworks 3, and the upright aluminum formworks 1 and the full framing scaffold 4 are used for supporting the arched aluminum formworks 3 and the concrete box body. The whole supporting system is composed of a full framing scaffold 4, a high-strength aluminum formwork 6, an arched aluminum formwork 3, a linear steel back ridge 5 and the like, each component of the supporting system is prefabricated by design calculation and then customized in a factory, and the prefabricated components are transported to a construction site for direct installation after being manufactured in the factory. The construction period is greatly saved. The complex design part is prefabricated in a factory, workers need to assemble and construct according to drawings when the complex design part is installed on site, and construction difficulty is simplified and reduced. After the construction is finished, the integral structure of the building is greatly enhanced and the construction quality is better guaranteed because the door arch is formed once. During construction, the adopted mode is flexible, and if the construction period is required to be accelerated, a plurality of sets of supporting systems can be predicted; if the cost is saved, the method can be carried out in a segmented mode, and the specific construction process can be flexibly adjusted according to the construction site environment, so that the method is very convenient.
The above description is only for the purpose of illustrating the preferred embodiments of the present invention and is not to be construed as limiting the present invention, and any modifications, equivalents and improvements made within the spirit and principles of the present invention are intended to be included within the scope of the present invention.
Claims (4)
1. The utility model provides a heterotypic aluminum mould board support system which characterized in that: the full-hall scaffold comprises a full-hall scaffold (4) which is formed by erecting a cross rod (42), a vertical rod (41), a shear rod (43) and a steel pipe fastener, wherein an adjustable jacking brace (44) is arranged at the top end of the vertical rod (41); an arched aluminum template (3) is arranged above the full framing scaffold (4), the middle of the arched aluminum template (3) protrudes upwards, a steel plate anti-skidding support (7) is arranged at the end of the adjustable shoring (44) far away from the upright rod (41), the side surface of the steel plate anti-skidding support (7) far away from the upright rod (41) is an inclined surface, the adjustable shoring (44) is in fit contact with the inner arc surface of the arched aluminum template (3) through the steel plate anti-skidding support (7), and the upright rod (41) supports the arched aluminum template (3) from bottom to top through the adjustable shoring (44); the aluminum plate is characterized by further comprising flat high-strength aluminum templates (6), wherein linear steel back ridges (5) are fixedly arranged on the high-strength aluminum templates (6), two adjacent high-strength aluminum templates (6) are connected through the linear steel back ridges (5), and the linear steel back ridges (5) are connected with each other through high-strength bolts; the high-reinforcement aluminum templates (6) are connected in pairs to form a rectangular concrete box body, the concrete box body is utilized to seal and enclose the peripheral side surfaces of the arched aluminum templates (3) and serve as side molds, and the arched aluminum templates (3) serve as bottom molds of the concrete box body; the aluminum column structure is characterized by further comprising rectangular upright post aluminum templates (1), the length direction of each upright post aluminum template (1) is consistent with that of each upright post (41), the upright post aluminum templates (1) are connected in pairs to form a rectangular column structure, the outer sides of all upright post aluminum templates (1) included in one rectangular column are locked through right-angle steel back ridges (2) in 90 degrees, and the right-angle steel back ridges (2) are connected through high-strength bolts; the top of the rectangular column structure is connected with the concrete box body, and the bottom of the rectangular column structure is connected with the ground; stupefied (2) of right angle steel back of the body with stupefied (5) of straight line shaped steel back of the body all can dismantle with full hall scaffold frame (4) and be connected, strutted fixedly to hi-lite aluminum mould board (6), arch aluminum mould board (3) and stand aluminum mould board (1) through stupefied (2) of right angle steel back of the body and stupefied (5) of straight line shaped steel back of the body by full hall scaffold frame (4).
2. The special-shaped aluminum formwork support system of claim 1, wherein: a reinforcing assembly is arranged between the two high-strength aluminum templates (6) with opposite surfaces, the reinforcing assembly comprises a screw (86), a first nut (81), a first pressing block (82), a second pressing block (83) and a second nut (84) are sequentially arranged along the length direction of the screw (86), the first nut (81) and the second nut (84) are both in threaded connection with the screw (86), and the first pressing block (82) and the second pressing block (83) are both in sliding connection with the screw (86); two high-strength aluminum templates (6) opposite to the plate surfaces are provided with through holes for the screw rods (86) to penetrate through.
3. The special-shaped aluminum formwork support system of claim 2, wherein: the rubber tube (85) is sleeved on the screw (86), and the first pressing block (82) and the second pressing block (83) are both in sliding connection with the rubber tube (85).
4. The special-shaped aluminum formwork support system of claim 1, wherein: the thickness of the steel plate antiskid support (7) is 6 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202023046230.1U CN214006442U (en) | 2020-12-17 | 2020-12-17 | Special-shaped aluminum template supporting system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202023046230.1U CN214006442U (en) | 2020-12-17 | 2020-12-17 | Special-shaped aluminum template supporting system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214006442U true CN214006442U (en) | 2021-08-20 |
Family
ID=77312191
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202023046230.1U Expired - Fee Related CN214006442U (en) | 2020-12-17 | 2020-12-17 | Special-shaped aluminum template supporting system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214006442U (en) |
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2020
- 2020-12-17 CN CN202023046230.1U patent/CN214006442U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20210820 |
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| CF01 | Termination of patent right due to non-payment of annual fee |