CN218970622U

CN218970622U - Concrete wall template device on two sides of deformation joint

Info

Publication number: CN218970622U
Application number: CN202223323223.0U
Authority: CN
Inventors: 范懿文; 马加; 莫林; 黄杰辉; 韦燕萍; 黄智华; 李恒兰; 曾永嘉; 何勇钊; 农奥博; 唐洪桥
Original assignee: Guangxi Construction First Construction Engineering Group Co ltd
Current assignee: Guangxi Construction First Construction Engineering Group Co ltd
Priority date: 2022-12-07
Filing date: 2022-12-07
Publication date: 2023-05-05
Anticipated expiration: 2032-12-07

Abstract

The utility model provides a concrete wall formwork device on two sides of a deformation joint, which belongs to the technical field of building construction and comprises angle steel, opposite-penetrating screws, an upper horizontal steel square, a lower vertical steel square, wedge-shaped iron blocks, first perforated wood formworks, second perforated wood formworks and square timber, wherein the wedge-shaped iron blocks are arranged on two sides of the lower vertical steel square at intervals, the square timber is arranged on two sides of the lower vertical steel square at intervals, the angle steel is arranged on the wedge-shaped iron blocks, and the second perforated wood formworks are arranged on the outer sides of the angle steel. The device can realize convenient installation of the concrete wall templates at the two sides of the deformation joint, and after the concrete pouring of the concrete walls at the two sides is completed and the form removing condition is achieved, the opposite penetrating screw is removed, so that the concrete wall templates at the two sides can be integrally pulled out and removed, the problem of difficult form removing caused by the problem of small width of the deformation joint is solved, the device is convenient to install and remove, can be repeatedly used, the form removing efficiency is improved, and the construction progress is accelerated.

Description

Concrete wall template device on two sides of deformation joint

Technical Field

The utility model relates to the technical field of building construction, in particular to a concrete wall template device on two sides of a deformation joint.

Background

The concrete wall template device on two sides of the deformation joint is applied to the template installation and the dismantling of the concrete walls on two sides of the deformation joint, the traditional concrete walls on two sides of the deformation joint are constructed, most of the concrete walls are fixed by using wood templates, square timber and steel pipes, the deformation joint is narrow and the installation and the construction are inconvenient, in addition, after the concrete pouring of the concrete walls on two sides is completed, the concrete wall template is difficult to dismantle, the traditional method is to use a long pry bar to pry the concrete wall template, the dismantled template and other materials are damaged, the concrete wall is easy to damage, the phenomenon that the concrete wall template material falls off in high altitude easily occurs in the pry template dismantling process, and certain potential safety hazards exist.

Disclosure of Invention

The utility model aims to provide a concrete wall template device at two sides of a deformation joint, which solves the technical problems that the existing concrete wall template is difficult to disassemble, the disassembled template is damaged and the concrete wall is easy to damage.

In order to achieve the above purpose, the technical scheme adopted by the utility model is as follows:

the utility model provides a movement joint both sides concrete wall template device, including the angle steel, to wearing the screw rod, upper portion horizontal steel square, lower part vertical steel square, wedge iron block, first perforation plank sheathing, second perforation plank sheathing and square timber, wedge iron block interval sets up the both sides at the vertical steel square of lower part, square timber sets up the both sides at the vertical steel square of lower part, and the interval sets up, the angle steel sets up on wedge iron block, the second perforates the plank sheathing setting in the outside of angle steel, first perforation plank sheathing sets up the inboard at the square timber, pass square timber to wearing the screw rod, first perforation plank sheathing and second perforation plank sheathing are connected with the angle steel, upper portion horizontal steel square is led to the top of setting at the vertical steel square of lower part and square timber and can dismantle the connection.

Further, an opening is formed in one face of the angle steel plate surface, and a bolt penetrates through the opening to fixedly connect the angle steel with the second perforated wood template.

Further, a fixing bolt is arranged on the upper horizontal steel square through and penetrates through the upper horizontal steel square through, and the uppermost wedge-shaped iron block is fixedly connected with the angle steel.

Further, steel pipes are arranged between the opposite-penetrating screw and the square timber, and two steel pipes are transversely arranged between the opposite-penetrating screw and the square timber.

Further, the wedge-shaped iron block is fixedly connected with the lower vertical steel square tube, and the wedge-shaped iron block is arranged to be of a right triangle structure.

The angle steel is provided with holes on one surface of the angle steel plate, so that the angle steel is fixedly connected with the wood formwork, and the angle steel is supported by the wedge-shaped iron blocks after the concrete wall formwork devices on two sides of the deformation joint are installed.

The wedge-shaped iron blocks are fixedly connected with the lower vertical steel square tubes, the installation intervals of the wedge-shaped iron blocks are consistent with the installation intervals of the angle steel, the wedge-shaped iron blocks enable the wood templates connected with the angle steel to be pulled out and demoulded after concrete pouring is completed, and the wedge-shaped iron blocks, the angle steel and the upper horizontal steel square tubes at the uppermost parts of the concrete wall template devices at two sides of the deformation joint are fixedly connected through fixing bolts.

The wedge-shaped iron blocks can adjust the supporting distance of the wedge-shaped iron blocks according to the size of the deformation joint, so that the concrete wall template devices on two sides of the deformation joint meet the construction requirements of the deformation joint with the distance of 100-500 mm.

The lower vertical steel square tube is fixedly connected with the upper horizontal steel square tube by using a fixing bolt and is used as a vertical carrier for pulling out and removing the die to apply force.

The upper horizontal steel square tube can be pulled out and demoulded by the combined action of the vertical steel square tube at the lower part and the connected components thereof by using vertical force after the opposite-penetrating screw rod is removed.

The joint of the upper horizontal steel square pipe and the fixing bolt can be adjusted according to the size of the deformation joint.

Due to the adoption of the technical scheme, the utility model has the following beneficial effects:

the device can realize convenient installation of the concrete wall templates at the two sides of the deformation joint, and after the concrete pouring of the concrete walls at the two sides is completed and the form removing condition is achieved, the opposite penetrating screw is removed, so that the concrete wall templates at the two sides can be integrally pulled out and removed, the problem of difficult form removing caused by the problem of small width of the deformation joint is solved, the device is convenient to install and remove, can be repeatedly used, the form removing efficiency is improved, and the construction progress is accelerated.

Drawings

Fig. 1 is a front elevational view of the present utility model.

FIG. 2 is a schematic view of a support structure of a two-sided concrete wall form apparatus of the present utility model.

FIG. 3 is a schematic plan view of a two-sided concrete wall form of the present utility model.

Fig. 4 is a schematic view of the angle steel structure of the present utility model.

Fig. 5 is a three-dimensional schematic of the present utility model.

Reference numerals: 1. a fixing bolt; 2. the upper part is communicated with the horizontal steel square pipe; 3. a threaded rod is penetrated in a butt way; 4. a steel pipe; 5. square timber; 6. a first perforated wood pattern plate; 7. a concrete wall; 8. the lower part is vertically steel square through; 9. angle steel; 10. wedge-shaped iron blocks; 11. and a second perforated wood pattern.

Detailed Description

In order to make the objects, technical solutions and advantages of the present utility model more apparent, the present utility model will be further described in detail below by referring to the accompanying drawings and by illustrating preferred embodiments. It should be noted, however, that many of the details set forth in the description are merely provided to provide a thorough understanding of one or more aspects of the utility model, and that these aspects of the utility model may be practiced without these specific details.

As shown in fig. 1-5, a concrete wall formwork device on two sides of a deformation joint comprises angle steel 9, opposite penetrating screw rods 3, an upper horizontal steel square 2, a lower vertical steel square 8, wedge-shaped iron blocks 10, first penetrating wood formworks 6, second penetrating wood formworks 11 and square wood 5, wherein the wedge-shaped iron blocks 10 are arranged on two sides of the lower vertical steel square 8 at intervals, the square wood 5 is arranged on two sides of the lower vertical steel square 8 and arranged at intervals, the angle steel 9 is arranged on the wedge-shaped iron blocks 10, the second penetrating wood formworks 11 are arranged on the outer sides of the angle steel 9, the first penetrating wood formworks 6 are arranged on the inner sides of the square wood 5, the opposite penetrating screw rods 3 penetrate through the square wood 5, the first penetrating wood formworks 6 and the second penetrating wood formworks 11 to be connected with the angle steel 9, and the upper horizontal steel square 2 is arranged on the tops of the lower vertical steel square 8 and the square wood 5 and is detachably connected. The deformation joint concrete wall template 6 is connected with angle steel 9, square timber 5 and steel pipes 4 through opposite penetrating screws 3, and the vertical steel square pipe 8 at the lower part is fixedly connected with wedge-shaped iron blocks 10.

In fig. 2 and 3, the wedge-shaped iron block 10 is fixedly connected with the lower vertical steel square tube 8, the installation space of the wedge-shaped iron block 10 is consistent with the installation space of the angle steel, the wedge-shaped iron block 10 enables a wood formwork connected with the angle steel to be pulled out and demoulded after concrete pouring is completed, and the wedge-shaped iron block 10, the angle steel 9 and the upper horizontal steel square tube 2 at the uppermost part of the concrete wall formwork device at two sides of the deformation joint are fixedly connected by using the fixing bolts 1.

In fig. 3 and 4, the angle steel 9 is perforated on one of the steel plates, so that the angle steel is fixedly connected with the wood form 11, and the wood form 11 is provided with a perforation for installing the threaded rod 3.

In fig. 5, a concrete wall form device on two sides of a deformation joint is integrally connected and fixedly installed by using a through screw 3.

The utility model relates to a concrete wall template device on two sides of a deformation joint, which has the following working principle:

in the process of installing the concrete wall templates at two sides of the deformation joint, workers fixedly install angle steel on the concrete wall templates at two sides of the deformation joint, the templates after the angle steel is installed are installed at the sides of the deformation joint beam, fixing members consisting of upper horizontal steel square tubes, lower vertical steel square tubes and wedge-shaped iron blocks are used, the concrete wall templates at two sides of the deformation joint are fixedly positioned, and then the through screws are used for integrally fixing the concrete wall templates at two sides of the deformation joint, so that the concrete wall templates at two sides of the deformation joint are conveniently installed.

In summary, the concrete wall template device on two sides of the deformation joint can realize convenient installation of the concrete wall templates on two sides of the deformation joint; in addition, in the process of dismantling the concrete wall templates at two sides of the deformation joint, the principle is that a fixing component consisting of an upper horizontal steel square tube, a lower vertical steel square tube and a wedge-shaped iron block drives the whole template provided with and fixed with angle steel to be pulled upwards for dismantling, so that inconvenience in dismantling caused by too small deformation joint width is avoided, and the dismantling is convenient; and the device is used, and concrete wall templates at two sides of the deformation joint are integrally drawn out and removed, so that potential safety hazards caused by falling of the templates in the removing process are avoided.

The foregoing is merely a preferred embodiment of the present utility model and it should be noted that modifications and adaptations to those skilled in the art may be made without departing from the principles of the present utility model, which are intended to be comprehended within the scope of the present utility model.

Claims

1. The utility model provides a movement joint both sides concrete wall template device which characterized in that: including angle steel (9), to wearing screw rod (3), upper portion horizontal steel square tube (2), vertical steel square tube in lower part (8), wedge iron block (10), first perforation wood bolster (6), second perforation wood bolster (11) and square timber (5), wedge iron block (10) interval sets up the both sides at vertical steel square tube in lower part (8), square timber (5) set up the both sides at vertical steel square tube in lower part (8), and the interval sets up, angle steel (9) set up on wedge iron block (10), second perforation wood bolster (11) set up the outside at angle steel (9), first perforation wood bolster (6) set up the inboard at square timber (5), pass square timber (5) to wearing screw rod (3), first perforation wood bolster (6) and second perforation wood bolster (11) are connected with angle steel (9), upper portion horizontal steel square tube (2) set up the top at vertical steel square tube in lower part (8) and square timber (5) and can dismantle the connection.

2. The concrete wall form device on two sides of a deformation joint according to claim 1, wherein: an opening is formed in one surface of the angle steel (9), and a bolt penetrates through the opening to fixedly connect the angle steel (9) with the second perforated wood template (11).

3. The concrete wall form device on two sides of a deformation joint according to claim 2, wherein: the upper horizontal steel square tube (2) is provided with a fixing bolt (1), and the fixing bolt (1) penetrates through the upper horizontal steel square tube (2), the uppermost wedge-shaped iron block (10) and the angle steel (9) to be fixedly connected.

4. A deformation joint two-sided concrete wall formwork device according to claim 3, wherein: steel pipes (4) are arranged between the opposite-penetrating screw rod (3) and the square timber (5), and the two steel pipes (4) are transversely arranged between the opposite-penetrating screw rod (3) and the square timber (5).

5. The concrete wall form device on two sides of a deformation joint according to claim 4, wherein: the wedge-shaped iron block (10) is fixedly connected with the lower vertical steel square tube (8), and the wedge-shaped iron block (10) is of a right triangle structure.