Punching-free formwork for shear wall

Abstract

The utility model discloses a shear wall punching-free template, which relates to the technical field of templates, and comprises four first wood templates, eight second wood templates and a plurality of split bolts, the eight second wood templates are uniformly distributed among the four first wood templates, and the split bolts are uniformly distributed among the four second wood templates. The multiple split bolts are evenly distributed on the four first wood formworks and the eight second wood formworks, and the multiple split bolts are detachably connected with the first wood formworks or the second wood formworks close to the first wood formworks or the second wood formworks respectively. Compared with a scattered wood formwork splicing mode adopted by a traditional shear wall, the punching-free shear wall formwork system does not need to form holes in the wood formworks, deformation caused by punching of the formworks and wet expansion deformation caused by water absorption at the holes can be effectively avoided, the turnover frequency of the formworks is greatly increased, and the construction cost is reduced.

Description

Technical Field

[0001] The utility model relates to the technical field of formwork, in particular to a shear wall formwork without punching holes. Background Technique

[0002] With the continuous development of the construction industry, more and more new types of formwork, such as aluminum formwork, steel formwork, plastic formwork, etc., are continuously promoted and applied. However, due to cost and other factors, the formwork reinforcement systems of most current construction projects still use the traditional method of perforating and reinforcing inside wooden formwork. However, drilling greatly reduces the original anti-deformation ability of the wooden formwork. Due to water absorption at the holes, the formwork swells wetly, making it prone to bending, deformation, and breakage during use, reducing the service life of the formwork.

[0003] During the construction of the basement of the project, a construction method for shear wall formwork without punching holes was innovatively developed. Through practice, this construction method avoids punching holes inside the wooden formwork, greatly improves the formwork turnover times, is safe and reliable, convenient for construction, has high work efficiency, good forming effect, and remarkable economic and social benefits. Content of the Utility Model

[0004] The purpose of the utility model is to provide a shear wall formwork without punching holes to solve at least any one of the problems raised in the above background technique.

[0005] To achieve the above purpose, the utility model provides the following technical scheme: a shear wall formwork without punching holes, including four first wooden formworks, eight second wooden formworks, and multiple tie bolts. The eight second wooden formworks are evenly distributed between the four first wooden formworks, and the multiple tie bolts are evenly distributed between the four first wooden formworks and the eight second wooden formworks. The multiple tie bolts are respectively detachably connected to the adjacent first wooden formwork or second wooden formwork.

[0006] Preferably, multiple steel pipes are arranged between the four first wooden formworks and the eight second wooden formworks. The multiple steel pipes are evenly distributed between the four first wooden formworks and the eight second wooden formworks, and the multiple steel pipes respectively abut against the four first wooden formworks and the eight second wooden formworks.

[0007] Preferably, multiple fastening strips are arranged on the four first wooden formworks and the eight second wooden formworks. The multiple fastening strips are respectively detachably connected to the four first wooden formworks and the eight second wooden formworks.

[0008] Preferably, multiple fastening rods are arranged on the multiple tie bolts. The multiple fastening rods respectively abut against the multiple fastening strips and the multiple tie bolts.

[0009] The beneficial effects of the utility model are as follows:

[0010] In the present utility model

[0011] Avoid punching holes inside the formwork, significantly increasing the turnover times. Compared with the traditional method of using scattered wood formwork for shear walls, the non-punching shear wall formwork system does not require opening holes inside the wood formwork, effectively avoiding the deformation caused by punching itself and the wet expansion deformation caused by water absorption at the holes, significantly increasing the formwork turnover times and reducing construction costs;

[0012] The construction is convenient and the work efficiency is high. When constructing the non-punching shear wall formwork, it is installed layer by layer synchronously from both sides at the bottom and fasteners are set. Finally, the vertical secondary keels are erected and tightened with fasteners to the main keel. The formwork installation and disassembly are convenient, and the construction work efficiency is significantly improved;

[0013] The forming effect is good. When the non-punching shear wall formwork is reinforced, the tension force points of the tie bolts are all located at the joint seams of the upper and lower layers of formwork, that is, the first wood formwork and the second wood formwork, which can effectively avoid the phenomenon of offset. After demoulding, the bolt holes are arranged in a straight line, and the overall appearance is beautiful. After local treatment, the effect of thin plastering or plastering-free leveling of the wall surface can be achieved. Description of the Drawings

[0014] Figure 1 is a three-dimensional structural schematic diagram of the present utility model;

[0015] Figure 2 is a partial structural schematic diagram of the first wood formwork of the present utility model;

[0016] Figure 3 is a partial structural schematic diagram of the second wood formwork of the present utility model;

[0017] Figure 4 is a partial structural schematic diagram of the fastening rod of the present utility model.

[0018] In the figure: 1, the first wood formwork; 2, the fastening strip; 3, the second wood formwork; 4, the tie bolt; 5, the fastening rod; 6, the steel pipe. Detailed Embodiment

[0019] Next, the technical solutions in the embodiments of the present utility model will be clearly and completely described in conjunction with the drawings in the embodiments of the present utility model. Obviously, the described embodiments are only a part of the embodiments of the present utility model, rather than all the embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without making creative efforts shall fall within the protection scope of the present utility model.

[0020] The present utility model provides as Figures 1-4A kind of punching-free formwork for shear walls shown in the figure includes four first wooden formworks 1, eight second wooden formworks 3 and multiple tie bolts 4. The eight second wooden formworks 3 are evenly distributed between the four first wooden formworks 1. The multiple tie bolts 4 are evenly distributed between the four first wooden formworks 1 and the eight second wooden formworks 3. The multiple tie bolts 4 are respectively detachably connected to the adjacent first wooden formwork 1 or second wooden formwork 3. A plurality of steel pipes 6 are arranged between the four first wooden formworks 1 and the eight second wooden formworks 3. The multiple steel pipes 6 are evenly distributed between the four first wooden formworks 1 and the eight second wooden formworks 3. The multiple steel pipes 6 respectively abut against the four first wooden formworks 1 and the eight second wooden formworks 3. A plurality of fastening strips 2 are arranged on the four first wooden formworks 1 and the eight second wooden formworks 3. The multiple fastening strips 2 are respectively detachably connected to the four first wooden formworks 1 and the eight second wooden formworks 3. A plurality of fastening rods 5 are arranged on the multiple tie bolts 4. The multiple fastening rods 5 respectively abut against the multiple fastening strips 2 and the multiple tie bolts 4. This formwork can effectively avoid punching inside the formwork, thus greatly improving the turnover times. This punching-free shear wall formwork system does not require hole-opening operations inside the wooden formwork. In this way, it can effectively avoid the deformation of the formwork caused by punching itself and prevent the wet expansion deformation caused by water absorption at the holes, thereby greatly increasing the turnover times of the formwork and significantly reducing the construction cost. In terms of construction, it is convenient and has high work efficiency. When the punching-free shear wall formwork is constructed, it is installed layer by layer synchronously from both sides at the bottom, and the fasteners, that is, the fastening strips 2 and the fastening rods 5, are set. Finally, the vertical secondary keels are erected and the main keel, that is, the steel pipe 6, is tightened with the fasteners, making the installation and disassembly of the formwork extremely convenient and significantly improving the construction work efficiency. It performs excellently in the forming effect. When the punching-free shear wall formwork is reinforced, the tie force points of the tie bolts 4 are all at the joints of the upper and lower layers of formwork, that is, at the first wooden formwork 1 and the second wooden formwork 3, which can effectively avoid the phenomenon of offset. After demoulding, the bolt holes are arranged in a neat line, and the overall appearance is very beautiful. After local treatment, a good effect of thin plastering or even plastering-free leveling of the wall surface can be achieved.

[0021] The technological process of this device includes:

[0022] S1. Design the formwork layout, use BIM extended design to obtain the optimal layout form, and design the parameter of the spacing between the primary and secondary keels and bolts;

[0023] S2. Prepare for construction, cut the non-standard formwork at the top, and open holes at the edges of the standard formwork;

[0024] Hidden acceptance;

[0025] S3. Install the formwork, install the starting formwork, install the upper formwork, and install and fix the fasteners;

[0026] S4. Check and correct the formwork;

[0027] S5, Concrete pouring;

[0028] S6, Formwork removal.

[0029] Finally, it should be noted that the above are only the preferred embodiments of the present utility model and are not used to limit the present utility model. Although the present utility model has been described in detail with reference to the foregoing embodiments, those skilled in the art can still modify the technical solutions recorded in the foregoing embodiments or perform equivalent replacements for some of the technical features. Any modifications, equivalent replacements, improvements, etc. made within the spirit and principle of the present utility model shall be included within the protection scope of the present utility model.

Claims

1. A punch-free template for shear walls, characterized in that: The invention comprises four first wooden formworks (1), eight second wooden formworks (3) and a plurality of tension bolts (4); the eight second wooden formworks (3) are evenly distributed between the four first wooden formworks (1); the plurality of tension bolts (4) are evenly distributed between the four first wooden formworks (1) and the eight second wooden formworks (3); and the plurality of tension bolts (4) are respectively detachably connected to the adjacent first wooden formworks (1) or second wooden formworks (3).

2. A punch-free shear wall template according to claim 1, characterized in that: A plurality of steel pipes (6) are arranged between the four first wooden formworks (1) and the eight second wooden formworks (3); the plurality of steel pipes (6) are evenly distributed between the four first wooden formworks (1) and the eight second wooden formworks (3); and the plurality of steel pipes (6) are in contact with the four first wooden formworks (1) and the eight second wooden formworks (3), respectively.

3. The punch-free shear wall template according to claim 1, characterized in that: A plurality of fastening strips (2) are provided on the four first wooden formworks (1) and the eight second wooden formworks (3), and the plurality of fastening strips (2) are respectively detachably connected to the four first wooden formworks (1) and the eight second wooden formworks (3).

4. A punch-free shear wall template according to claim 3, characterized in that: A plurality of tightening rods (5) are arranged on the plurality of tension bolts (4), and the plurality of tightening rods (5) respectively contact the plurality of tightening strips (2) and the plurality of tension bolts (4).

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