CN214615438U - Novel aluminum alloy baffle plate for temporary construction joint of shear wall - Google Patents
Novel aluminum alloy baffle plate for temporary construction joint of shear wall Download PDFInfo
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- CN214615438U CN214615438U CN202022906995.1U CN202022906995U CN214615438U CN 214615438 U CN214615438 U CN 214615438U CN 202022906995 U CN202022906995 U CN 202022906995U CN 214615438 U CN214615438 U CN 214615438U
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Abstract
The utility model discloses a novel interim construction joint aluminum alloy sideboard of shear force wall, set up the angle steel in aluminum alloy template both sides including aluminum alloy template and symmetry, reserve between aluminum alloy template and angle steel and have the clearance, set up the aluminum alloy shrouding between the clearance of aluminum alloy template and angle steel, seted up a set of through-hole on the aluminum alloy shrouding, be provided with a set of gusset plate on aluminum alloy template and angle steel. The utility model discloses utilize original structure to consolidate the system and form the vertical aluminum alloy sideboard of the interim construction joint of whole novel shear force wall, not only convenient operation, it is fixed firm, improved work efficiency, promoted concrete structure product quality, saved the expense, reduction of erection time.
Description
Technical Field
The utility model relates to a novel shear force wall temporary construction joint aluminum alloy sideboard belongs to building structure engineering technical field.
Background
In the field of building engineering, construction units inevitably reserve temporary construction joints at shear wall structures sometimes in basement structures or main body structures, the traditional method is to bind a wire binding net at the construction joint position, the construction difficulty is higher, workers are blocked due to the reserved steel bars, the wire binding net is difficult to bind, the binding effect cannot be guaranteed, the conditions of slurry leakage, mold explosion and the like are easy to occur in the concrete pouring process, the waste of concrete materials is caused, the construction cost is increased, the forming surface effect of the concrete structure is poor, and the related standard requirements cannot be met.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a novel shear force wall interim construction joint aluminum alloy sideboard to the interim construction joint that solution shear force wall structure department reserved is difficult to ligature iron wire binding off net, leads to pouring the concrete in-process and very easily takes place the problem of leaking thick liquid, exploding the mould.
In order to achieve the above purpose, the utility model adopts the following technical scheme: the utility model provides a novel interim construction joint aluminum alloy sideboard of shear force wall, includes aluminum alloy template and symmetrically sets up the angle steel in aluminum alloy template both sides, reserves the clearance between aluminum alloy template and angle steel, has set up the aluminum alloy shrouding between the clearance of aluminum alloy template and angle steel, has seted up a set of through-hole on the aluminum alloy shrouding, is provided with a set of gusset plate on aluminum alloy template and angle steel.
Further, a group of triangular bulges are arranged on the inner side of the aluminum alloy template.
Furthermore, the top of the aluminum alloy template is fixedly connected with a lifting hook.
Furthermore, two arc-shaped grooves are formed in the reinforcing plate.
Further, the bottom of the aluminum alloy template and the bottom of the angle steel are provided with wood template pressing foot plates, and the wood template pressing foot plates are fixed on the ground through the shooting nails.
Since the technical scheme is used, the utility model discloses an advantage has below: the utility model discloses after entangling the reservation reinforcing bar of construction joint department with the through-hole on the aluminum alloy shrouding, make the aluminum alloy shrouding hug closely on aluminum alloy template and angle steel surface, then arrange the gusset plate between reservation reinforcing bar vertical interval, and paste on aluminum alloy template and angle steel horizontally, utilize the steel pipe card in the arc wall of gusset plate, the gusset plate pass through the steel pipe be connected with the long limit template reinforcement system of screw rod shear force wall and consolidate can, like this alright utilize the vertical aluminum alloy sideboard of the interim construction joint of original structure reinforcement system formation whole novel shear force wall. Therefore, the utility model discloses not only convenient operation, it is fixed firm, improved work efficiency, promoted concrete structure product quality, saved the expense, reduction of erection time.
Drawings
Fig. 1 is a front view of the structure diagram of the present invention;
FIG. 2 is a rear view of FIG. 1;
fig. 3 is a perspective view of the structure diagram of the present invention;
fig. 4 is an exploded view of the structure diagram of the present invention.
Description of reference numerals: the steel plate comprises 1-aluminum alloy template, 2-aluminum alloy sealing plate, 3-angle steel, 4-reinforcing plate, 5-wood template foot pressing plate, 6-through hole, 7-arc groove and 8-lifting hook.
Detailed Description
The technical solution of the present invention will be described clearly and completely with reference to the embodiments of the present invention and the accompanying drawings, and obviously, 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.
The embodiment of the utility model provides a: referring to fig. 1 to 4, a novel aluminum alloy barrier plate for a temporary construction joint of a shear wall comprises an aluminum alloy template 1 and angle steels 3 symmetrically arranged at two sides of the aluminum alloy template 1, wherein a gap is reserved between the aluminum alloy template 1 and the angle steels 3, an aluminum alloy sealing plate 2 is arranged between the gap between the aluminum alloy template 1 and the angle steels 3, a group of through holes 6 is arranged on the aluminum alloy sealing plate 2, and a group of reinforcing plates 4 are arranged on the aluminum alloy template 1 and the angle steels 3.
Further, a group of triangular bulges are arranged on the inner side of the aluminum alloy template 1, and the triangular bulges are used for enabling the surface of the concrete to form a rough surface, reducing subsequent construction joint roughening procedures and achieving the purpose of saving labor and resources, and the rough surface is better in forming quality, more beneficial to combination of new concrete and old concrete and improving the occlusal force.
Further, the top fixedly connected with lifting hook 8 of aluminum alloy template 1 can be with the help of tower crane or hoisting equipment to catch on quick form removal behind lifting hook 8 during form removal, and is difficult to destroy the concrete structure.
Furthermore, two arc-shaped grooves 7 are formed in the reinforcing plate 4, so that the steel pipe is convenient to install.
Further, the bottom of aluminum alloy template 1 and angle steel 3 is provided with plank sheathing pressure foot board 5, plank sheathing pressure foot board 5 fix subaerial through penetrating the nail, guarantee through plank sheathing pressure foot board 5 that aluminum alloy template 1 and angle steel 3 are fixed steady, reduce the production of honeycomb pitted surface quality hidden danger.
The utility model discloses a theory of operation and mode of use:
the angle steel 3 in the utility model can provide a stable reinforcing surface for the shear wall corner, effectively prevent quality problems such as slurry leakage and mold explosion caused by the seam of the corner template connecting part, the mold release agent is coated when the aluminum alloy template 1 is used, the operation is more convenient when the mold is removed, the structure quality is also ensured, the angle steel 3 is spliced with the long-edge supporting template of the shear wall, the aluminum alloy sealing plate 2 is arranged at the outer side of the aluminum alloy template 1 and the angle steel 3, after the reserved steel bars at the construction joint are sleeved by the through holes 6 on the aluminum alloy sealing plate 2, the aluminum alloy sealing plate 2 is tightly attached to the surfaces of the aluminum alloy template 1 and the angle steel 3, then arranging the reinforcing plate 3 between the vertical spaces of the reserved steel bars, horizontally pasting the reinforcing plate on the aluminum alloy template 1 and the angle steel 3, clamping the reinforcing plate in the arc-shaped groove 7 of the reinforcing plate 3 by using a steel pipe, the reinforcing plate 3 is connected with the long-edge template reinforcing system of the shear wall through the steel pipe and the screw rod and is reinforced. The utility model discloses a 3 main effects of gusset plate are to replace traditional flitch, and its atress intensity is bigger, reduce because of the material produces the quality hidden danger risk.
Claims (5)
1. The utility model provides a novel interim construction joint aluminum alloy sideboard of shear force wall, includes aluminum alloy template (1) and sets up angle steel (3) in aluminum alloy template (1) both sides symmetrically, its characterized in that: a gap is reserved between the aluminum alloy template (1) and the angle steel (3), an aluminum alloy sealing plate (2) is arranged between the gap between the aluminum alloy template (1) and the gap between the angle steel (3), a group of through holes (6) are formed in the aluminum alloy sealing plate (2), and a group of reinforcing plates (4) are arranged on the aluminum alloy template (1) and the angle steel (3).
2. The novel aluminum alloy baffle plate for the temporary construction joints of the shear wall as claimed in claim 1, wherein: the inner side of the aluminum alloy template (1) is provided with a group of triangular bulges.
3. The novel aluminum alloy baffle plate for the temporary construction joints of the shear wall as claimed in claim 1, wherein: the top of the aluminum alloy template (1) is fixedly connected with a lifting hook (8).
4. The novel aluminum alloy baffle plate for the temporary construction joints of the shear wall as claimed in claim 1, wherein: two arc-shaped grooves (7) are formed in the reinforcing plate (4).
5. The novel aluminum alloy baffle plate for the temporary construction joints of the shear wall as claimed in claim 1, wherein: the bottom of the aluminum alloy template (1) and the bottom of the angle steel (3) are provided with a wooden template pressing plate (5), and the wooden template pressing plate (5) is fixed on the ground through a shooting nail.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022906995.1U CN214615438U (en) | 2020-12-07 | 2020-12-07 | Novel aluminum alloy baffle plate for temporary construction joint of shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022906995.1U CN214615438U (en) | 2020-12-07 | 2020-12-07 | Novel aluminum alloy baffle plate for temporary construction joint of shear wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214615438U true CN214615438U (en) | 2021-11-05 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202022906995.1U Active CN214615438U (en) | 2020-12-07 | 2020-12-07 | Novel aluminum alloy baffle plate for temporary construction joint of shear wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214615438U (en) |
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2020
- 2020-12-07 CN CN202022906995.1U patent/CN214615438U/en active Active
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