CN218091994U - General type shear force wall reinforcing apparatus of aluminium mould wooden matrix - Google Patents
General type shear force wall reinforcing apparatus of aluminium mould wooden matrix Download PDFInfo
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- CN218091994U CN218091994U CN202222488620.7U CN202222488620U CN218091994U CN 218091994 U CN218091994 U CN 218091994U CN 202222488620 U CN202222488620 U CN 202222488620U CN 218091994 U CN218091994 U CN 218091994U
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Abstract
The utility model relates to a construction equipment field discloses general type shear force wall reinforcing apparatus of aluminum mould wooden model, including the shear force concrete wall, the equal fixed template that is provided with in shear force concrete wall both sides, a plurality of templates are kept away from a side end face of shear force concrete wall and are all fixed a plurality of double-deck I type steel main joists that are provided with, and a plurality of double-deck I type steel main joists are close to shear force concrete wall both ends position and all fix and are provided with the entrance to a cave reinforcement, are close to the fixed connecting position that is provided with of a plurality of double-deck I type steel main joists of shear force concrete wall one side position among a plurality of double-deck I type steel main joists between two liang. The utility model discloses in, the device has effectively reduced the use amount of building reinforcement trade to steel, has improved efficiency, has alleviateed workman intensity of labour, and reduce cost, the dead weight is compared lighter in traditional reinforcement simultaneously, and it is convenient to install, and labour saving and time saving reduces use cost, and the reinforcement commonality is good, and the turnover rate is high, has unified the aluminium mould wood pattern reinforcement.
Description
Technical Field
The utility model relates to a building construction equipment field especially relates to general type shear force wall reinforcing apparatus of aluminium mould wooden matrix.
Background
In the process of construction of a frame shear wall structure, pouring of a shear wall is an important component, when pouring, a template needs to be installed at a designated position, the template assembly is carried out, binding of reinforcing steel bars is carried out later, pouring of concrete is carried out later, the template is disassembled after concrete is solidified and shaped and has required structural strength, a reinforcing mechanism needs to be arranged in the template assembly process to provide a supporting effect for the template, certain requirements are met on strength and universality, in the prior art, when the cast-in-place shear wall template is reinforced, a scaffold steel pipe is usually used for a wood mold, various rectangular back ridges are customized for an aluminum mold, the shear wall template is reinforced by matching with a wall penetrating screw, in actual construction, the complex and variable shear wall modeling is difficult to treat by a reinforcing mode of matching the scaffold steel pipe with the scaffold fastener, and due to the fact that the fastener type reinforcement needs insufficient gripping force of the fastener, expansion and mold explosion are often caused, and an applicable reinforcing device needs to be arranged to reinforce the template.
At present, a plurality of similar schemes are available in the market, but the problems of multiple specifications of reinforcing members, inflexible turnover and poor universality generally exist, so that the material waste is caused, and the use cost is increased.
SUMMERY OF THE UTILITY MODEL
The utility model aims at solving the shortcoming that exists among the prior art, and the general type shear force wall reinforcing apparatus of aluminium mould wooden model that proposes, the device has effectively reduced the building and has consolidated the trade and to the use amount of steel, has improved efficiency, has alleviateed workman intensity of labour, and reduce cost, it is lighter to compare in traditional reinforcement simultaneously the dead weight, and it is convenient to install, labour saving and time saving reduces use cost, and the reinforcement commonality is good, and the turnover rate is high, has unified aluminium mould wooden model reinforcement.
In order to achieve the above purpose, the utility model provides a following technical scheme:
the template-formwork general shear wall reinforcing device comprises a shear concrete wall, wherein templates are fixedly arranged on two sides of the shear concrete wall, a plurality of double-layer I-shaped steel main keels are fixedly arranged on one side end faces, far away from the shear concrete wall, of the templates, and hole reinforcing members are fixedly arranged at positions, close to two ends of the shear concrete wall, of the double-layer I-shaped steel main keels;
through the technical scheme, support the template through a plurality of double-deck I shaped steel main joist, and can use the double-deck I shaped steel main joist of corresponding quantity to connect according to actual conditions, can freely assemble and disassemble, guarantee its use that is applicable to polytype template and different appearance shear force walls, double-deck I shaped steel is under the prerequisite of guaranteeing the dead weight, extremely strong bending resistance has, can effectively resist horizontal load, anti-deformation performance is outstanding, be suitable for a plurality of double-deck I shaped steel main joists to support the template, can prevent effectively that the template from receiving the extrusion to take place deformation at the in-process of concreting, lead to the emergence of the mould explosion mould condition of expanding, guarantee going on smoothly of shear force wall construction.
Furthermore, a connecting plate is fixedly arranged at the connecting position between every two of the double-layer I-shaped steel main keels at the position, close to one side of the shear concrete wall, in the double-layer I-shaped steel main keels;
through above-mentioned technical scheme, a plurality of connecting plates pass through the bolt with two liang of connections to each other of a plurality of double-deck I shaped steel main joist together, can assemble into the shape and the scale that needs with a plurality of double-deck I shaped steel main joists according to on-the-spot actual conditions and designing requirement, guarantee to use the commonality, only need pull down the connecting plate simultaneously and can dismantle convenient to use to a plurality of double-deck I shaped steel main joists.
Furthermore, a plurality of wall-penetrating screw rods are connected among the double-layer I-shaped steel main keels;
through above-mentioned technical scheme, a plurality of wall screws provide the pulling force for between a plurality of double-deck I shaped steel main joist at shear force concrete wall both ends, make the template in the concrete placement in-process receive the deformation that the extrusion produced within controllable range, guarantee the effect of pouring after the shear force wall concrete solidifies.
Furthermore, two ends of the through-wall screw penetrate through the shear concrete wall and the template and are respectively in threaded arrangement with the double-layer I-shaped steel main keels on the end surfaces of the two sides of the template;
through above-mentioned technical scheme, prevent at the shear force concrete wall pouring in-process that the shear force concrete wall from producing deformation, guarantee final shaping effect, do benefit to quick installation more through the screw thread setting and dismantle, reduce the time of device installation and dismantlement, improve work efficiency.
Furthermore, the positions, close to the corners of the shear wall, of the double-layer I-shaped steel main keels are respectively connected with an aluminum die internal corner piece and an aluminum die external corner assembly;
through above-mentioned technical scheme, consolidate once more to the fragile position of template structure intensity, guarantee that the template remains stable at the shear force concrete wall in-process of pouring, ensure going on smoothly of shear force concrete wall construction.
Furthermore, a plurality of internal corner pins and a plurality of external corner screws are respectively arranged between the internal corner piece and the external corner assembly of the aluminum mould and the double-layer I-shaped steel main keel in a connecting way;
through above-mentioned technical scheme, through a plurality of reentrant corner pins and a plurality of external corner screw rod, with aluminium mould reentrant corner spare and external corner sub-assembly threaded connection in the corresponding operating position of double-deck I shaped steel main joist respectively, threaded connection is in when guaranteeing structure requirement intensity simultaneously, also is convenient for install fast and dismantles, and performance further promotes.
Furthermore, the positions, close to the internal corner pieces of the aluminum mold, of the double-layer I-shaped steel main keels are provided with internal corner supporting rods in a connected mode;
through above-mentioned technical scheme, consolidate aluminium mould reentrant corner spare, supplementary assurance aluminium mould reentrant corner spare plays the support connection effect to the reinforcing effect of template.
Furthermore, the template is made of wood plates and aluminum alloy plates;
through the technical scheme, the concrete site operation environment is abominable, the resistance to corrosion of template using material has the requirement, need satisfy the light requirement of being convenient for remove and structural strength simultaneously, plank and aluminum alloy all have better resistance to corrosion, and intensity all satisfies the requirement of site concrete construction load, light easily installation dismantlement and transport are stored, also easily process simultaneously, therefore, the clothes hanger is strong in practicability, guarantee the structural strength of template in the use and be convenient for installation dismantlement, easily store simultaneously, and have certain life.
The utility model discloses following beneficial effect has:
1. the utility model provides a general type shear force wall reinforcing apparatus of aluminum mould wooden matrix, the device can be according to actual construction conditions and designing requirement through using the connecting plate to carry out two liang of connections with a plurality of double-deck I shaped steel main joist, and the concatenation is assembled in a flexible way, and avoided making repeatedly simultaneously and consolidated the material waste that strutting arrangement caused, effectively reduced the building and consolidated the use amount of trade to steel, improved the practicality greatly.
2. The utility model provides a general type shear force wall reinforcing apparatus of aluminum mould wooden matrix, the adoption has the main atress component of double-deck I shaped steel main joist of high strength as the reinforcement support, under the prerequisite of guaranteeing the dead weight, extremely strong bending resistance has, can effectively confront horizontal load, anti deformability is outstanding, prevent effectively that the template from receiving the extrusion at the in-process of concreting to take place deformation, lead to the emergence of the mould explosion mould condition of expanding, the going on smoothly of assurance shear force wall construction, the while strength high quality is lighter, workman intensity of labour has been alleviateed.
3. The utility model provides a general type shear force wall reinforcing apparatus of aluminum mould wooden pattern, the device installation is dismantled swiftly conveniently, has improved efficiency, and zero component has extremely strong commonality, all can support the reinforcement to the aluminum mould wooden pattern, can recycle, and the commonality is strong, has unified the aluminum mould wooden pattern reinforcement, effectively reduces construction use cost.
Drawings
Fig. 1 is a schematic diagram of a wood pattern configuration of a general shear wall reinforcing device for aluminum patterns and wood patterns provided by the present invention;
fig. 2 is a schematic view of an aluminum form configuration of the universal shear wall reinforcing device for aluminum form and wood form of the present invention;
fig. 3 is a schematic cross-sectional view of a wood pattern configuration of the general shear wall reinforcing device for aluminum patterns and wood patterns provided by the present invention;
fig. 4 is the utility model provides a general type shear force wall reinforcing apparatus of aluminium mould wooden model's aluminium mould configuration cross-sectional view.
Illustration of the drawings:
1. double-layer I-shaped steel main keels; 2. a connecting plate; 3. an external corner assembly; 4. a hole opening reinforcing member; 5. a reentrant corner strut; 6. a through-wall screw; 7. an aluminum die female corner fitting; 8. a reentrant pin; 9. a template; 10. a shear concrete wall; 11. an external corner screw.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1-4, the present invention provides an embodiment: the aluminum mould wood former general shear wall reinforcing device comprises a shear concrete wall 10, wherein both sides of the shear concrete wall 10 are fixedly provided with templates 9, the templates are arranged into corresponding shapes according to the construction requirements and the structural design of the shear concrete wall 10 to be poured, one end surfaces of the templates 9 far away from the shear concrete wall 10 are fixedly provided with a plurality of double-layer I-shaped steel main keels 1, and the positions of the double-layer I-shaped steel main keels 1, which are close to both ends of the shear concrete wall 10, are fixedly provided with hole reinforcing members 4, so that concrete can not overflow out of the templates 9 during pouring;
support template 9 through a plurality of double-deck I shaped steel main joist 1, and can use corresponding quantity's double-deck I shaped steel main joist 1 to connect according to actual conditions, can free assembly and disassembly, guarantee its use that is applicable to polytype template 9 and different appearance shear force wall, double-deck I shaped steel is under the prerequisite of guaranteeing the dead weight, extremely strong bending resistance has, can effectively resist horizontal load, anti-deformation performance is outstanding, be suitable for a plurality of double-deck I shaped steel main joist 1 to support template 9, can prevent effectively that template 9 from taking place deformation by the extrusion at the in-process of concreting, lead to the emergence of the mould burst mould condition of expanding, guarantee going on smoothly of shear force wall construction.
The connecting positions of the double-layer I-shaped steel main keels 1, close to one side of the shear concrete wall 10, in the double-layer I-shaped steel main keels 1 are fixedly provided with connecting plates 2, the connecting plates 2 connect the double-layer I-shaped steel main keels 1 together in pairs through bolts, the double-layer I-shaped steel main keels 1 can be assembled into required shapes and scales according to actual conditions and design requirements on site, the use universality is ensured, meanwhile, the double-layer I-shaped steel main keels 1 can be disassembled only by disassembling the connecting plates 2, the use is convenient, a plurality of wall penetrating screws 6 are connected among the double-layer I-shaped steel main keels 1, the wall penetrating screws 6 provide pulling force between the double-layer I-shaped steel main keels 1 at two ends of the shear concrete wall 10, deformation generated by extrusion of the template 9 in the pouring process is within a controllable range, and the pouring effect of the shear wall after concrete is solidified is ensured;
two ends of a wall penetrating screw 6 penetrate through a shear concrete wall 10 and a template 9 and are respectively in threaded arrangement with double-layer I-shaped steel main keels 1 on two side end surfaces of the template 9, the shear concrete wall 10 is prevented from deforming in the pouring process of the shear concrete wall 10, the final forming effect is ensured, the rapid installation and disassembly are facilitated through the threaded arrangement, the installation and disassembly time of the device is reduced, the working efficiency is improved, an aluminum mold female corner piece 7 and an external corner assembly 3 are respectively connected and arranged in the positions, close to corners of a shear wall body 19, of the double-layer I-shaped steel main keels 1, the structural strength fragile positions of the template 9 are reinforced again, the template 9 is ensured to be kept stable in the pouring process of the shear concrete wall 10, the smooth construction of the shear concrete wall 10 is ensured, a plurality of female corner pins 8 and a plurality of external corner screws 11 are respectively connected between the aluminum mold female corner piece 7 and the external corner assembly 3 and the double-layer I-shaped steel main keels 1, the female corner piece 7 and the external corner assembly 3 are respectively connected with the double-layer I-shaped steel main keels 1 through the threads, the plurality of female corner pins 8 and the external corner screws 11, the external corner assembly 3 are further ensured to be convenient to be installed and disassembled, and the service performance is further improved;
a plurality of double-deck I shaped steel main joist 1 are close to 7 position connections of aluminium mould reentrant corner fittings and are provided with reentrant corner bracing piece 5, consolidate aluminium mould reentrant corner fittings 7, supplementary assurance aluminium mould reentrant corner fittings 7 is to the reinforcing effect of template 9, play the support connection effect, template 9 uses the material to be wooden board and aluminum alloy plate, the concrete site operation environment is abominable, the resistance to corrosion of the material used to template 9 has the requirement, need satisfy light convenient to remove and structural strength's requirement simultaneously, plank and aluminum alloy all have better resistance to corrosion, and intensity all satisfies on-the-spot concrete construction load requirement, light easy installation dismantlement and transport are stored, also easily process simultaneously, therefore, the clothes hanger is strong in practicability, guarantee the structural strength of template 9 in the use and be convenient for installation dismantlement, easily store simultaneously, and have certain life.
The working principle is as follows: when the wood formwork is reinforced, the first attached drawing and the third attached drawing are combined, workers complete the assembly of the formwork 9 according to the shape and the size of the shear wall, then complete the installation of the vertical back ridge of the wall body according to the seam of the formwork 9 and the strength of the secondary back ridge, insert and install the inner support, form the screw hole of the formwork 9, install the sleeve, install the screw, and then start to install the peripheral main keel;
when reinforcing an aluminum mould, combine second and fourth shown in the attached drawings, in the construction, the aluminum mould workman can install template 9 according to the serial number earlier, penetrate the sleeve pipe screw rod, begin to install double-deck I shaped steel main joist 1, install a face L type reinforcement, install the external corner spare in the external corner sub-assembly 3 on a face reinforcement again, installation c face reinforcement, install the screw rod in the external corner sub-assembly 3 simultaneously, the whole wall screw rod 6 of wearing of fastening, contain the screw rod of entrance to a cave, fasten the screw rod in the external corner sub-assembly 3, accomplish the reinforcement, specifically be first step and install a face reinforcement earlier, penetrate the reinforcement in the screw rod, at installation b face reinforcement, let the double-deck grafting of reinforcement from top to bottom of reinforcement in the reentrant corner position, the installation pin, installation c face reinforcement, the whole wall screw rod 6 of wearing of fastening, installation external corner sub-assembly 3 carries out preliminary fastening, installation reentrant corner bracing piece 5, the reentrant corner is 90 after the installation. And finally, mounting the hole reinforcing part 4, fastening a screw in the hole reinforcing part 4, and fastening a screw in the external corner assembly 3 again to finish integral reinforcement.
Finally, it should be noted that: although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that modifications and variations can be made in the embodiments or in part of the technical features of the embodiments without departing from the spirit and the scope of the invention.
Claims (8)
1. General type shear force wall reinforcing apparatus of aluminum mould wooden matrix, including shear force concrete wall (10), its characterized in that: shear force concrete wall (10) both sides are all fixed and are provided with template (9), and are a plurality of a side end face that shear force concrete wall (10) was kept away from in template (9) is all fixed and is provided with a plurality of double-deck I shaped steel main joist (1), and is a plurality of double-deck I shaped steel main joist (1) is close to shear force concrete wall (10) both ends position and all fixes and is provided with entrance to a cave reinforcement (4).
2. The reinforcing device for the shear wall universal for the aluminum-wood model according to claim 1, characterized in that: and a connecting position between every two of the double-layer I-shaped steel main keels (1) close to one side of the shear concrete wall (10) in the double-layer I-shaped steel main keels (1) is fixedly provided with a connecting plate (2).
3. The reinforcing device for the universal shear wall of the aluminum-wood model according to claim 1, characterized in that: a plurality of wall-penetrating screw rods (6) are connected and arranged between the double-layer I-shaped steel main keels (1).
4. The reinforcing device for the universal shear wall of the aluminum-wood model according to claim 3, wherein: two ends of the through-wall screw (6) penetrate through the shear concrete wall (10) and the template (9) and are respectively in threaded arrangement with the double-layer I-shaped steel main keels (1) on the end faces of the two sides of the template (9).
5. The reinforcing device for the shear wall universal for the aluminum-wood model according to claim 1, characterized in that: and the positions, close to the corners of the shear wall body (19), of the double-layer I-shaped steel main keels (1) are respectively provided with an aluminum die internal corner piece (7) and an external corner assembly piece (3) in a connected mode.
6. The reinforcing device for the universal shear wall of the aluminum-wood model according to claim 5, wherein: a plurality of internal corner pins (8) and a plurality of external corner screws (11) are respectively connected and arranged between the internal corner piece (7) of the aluminum die and the external corner assembly (3) and the double-layer I-shaped steel main keel (1).
7. The reinforcing device for the universal shear wall of the aluminum-wood model according to claim 1, characterized in that: a plurality of double-layer I-shaped steel main keels (1) are connected with and provided with internal corner supporting rods (5) at positions close to the internal corner pieces (7) of the aluminum die.
8. The reinforcing device for the universal shear wall of the aluminum-wood model according to claim 1, characterized in that: the template (9) is made of wood plates and aluminum alloy plates.
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| Application Number | Priority Date | Filing Date | Title |
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| CN202222488620.7U CN218091994U (en) | 2022-09-20 | 2022-09-20 | General type shear force wall reinforcing apparatus of aluminium mould wooden matrix |
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| CN202222488620.7U CN218091994U (en) | 2022-09-20 | 2022-09-20 | General type shear force wall reinforcing apparatus of aluminium mould wooden matrix |
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| CN218091994U true CN218091994U (en) | 2022-12-20 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN118087849A (en) * | 2024-04-28 | 2024-05-28 | 中国建筑一局(集团)有限公司 | Cast-in-situ structure mold and construction method thereof |
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2022
- 2022-09-20 CN CN202222488620.7U patent/CN218091994U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN118087849A (en) * | 2024-04-28 | 2024-05-28 | 中国建筑一局(集团)有限公司 | Cast-in-situ structure mold and construction method thereof |
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