Prefabricating die for folded line type roof truss web member of horizontal warehouse

Abstract

The utility model discloses a horizontal warehouse fold line type roof truss web member prefabricating mold, relates to the technical field of reinforced concrete roof trusses, and aims to solve the problems that in the prior art, joints are difficult to process, and mold expansion and cracking are prone to occurring during vibration in the concrete pouring process. The trapezoidal steel formworks are fixed to the ground, the wooden formworks are arranged on the forming die between the two trapezoidal steel formworks, the adjusting mechanisms are arranged on the trapezoidal steel formworks, the clamping blocks are arranged above the wooden formworks, and the clamping blocks are fixed to the ground. In order to solve the problem of poor forming quality of prefabricated parts, the adjusting mechanisms are arranged on the trapezoidal steel formworks, so that the problem that the wood formworks are too long or too short and cannot be installed is solved, the wood formworks are firmly clamped between the adjacent trapezoidal steel formworks, and the problems of formwork shifting and the like are avoided.

Description

Technical Field

[0001] This utility model relates to the field of reinforced concrete roof truss technology, specifically a prefabrication mold for the web members of a flat warehouse folded-line roof truss. Background Technology

[0002] Flat-roofed warehouses typically use precast molds for the web members of a zigzag roof truss. However, the traditional construction process for zigzag roof trusses uses wooden molds for the bottom and side molds. This process has several drawbacks, including difficulty in handling the wooden molds at joints, the tendency for the molds to bulge and crack during concrete pouring, numerous construction joints after pouring, poor quality of precast components, long installation cycles for the bottom and side molds, cumbersome installation of the web members, low production efficiency, and the need for a large amount of manpower during on-site construction. Utility Model Content

[0003] The technical problem to be solved by this utility model is to overcome the existing defects and provide a prefabricated mold for the web members of a flat warehouse folded roof truss, which can effectively solve the problems in the background art.

[0004] The technical problem to be solved by this utility model is to overcome the existing defects and provide a prefabricated mold for the web members of a flat warehouse folded roof truss, which can effectively solve the problems in the background art.

[0005] To achieve the above objectives, this utility model discloses a prefabricated mold for the web members of a zigzag roof truss in a flat warehouse, including a mold base. A trapezoidal steel template is located at the corner of the mold base and is fixed to the ground. A wooden template is located on the mold base between two trapezoidal steel templates. An adjustment mechanism is located on the trapezoidal steel template, including a fixed plate and a sliding plate on the right side of the fixed plate. A retractable bolt is located between the fixed plate and the sliding plate, with one end connected to the fixed plate and the other end connected to the sliding plate. A clamping block is located above the wooden template and is fixed to the ground.

[0006] The trapezoidal steel formwork includes a base plate, with vertical side plates at the edges of the base plate, and a first fixing bolt at the bottom of the base plate, which fixes the base plate to the ground.

[0007] The fixing plate is fixed to the vertical side plate.

[0008] The retractable bolt includes a bidirectional screw and a threaded sleeve. The threaded sleeve is fixed on the fixed plate and the sliding plate respectively, and the bidirectional screw is threadedly connected between the two threaded sleeves.

[0009] The wooden template is convex in shape, with contact plates on both sides, which contact the sliding plate.

[0010] The clamping block includes a square timber, which is located above the wooden template. The square timber has second fixing bolts on both sides, and the second fixing bolts are fixed to the ground.

[0011] Compared with the prior art, the beneficial effects of this utility model are: by setting the trapezoidal steel template at the node, this utility model prevents the problems of easy formwork expansion and cracking during concrete pouring and poor forming quality of precast components. By setting the adjustment mechanism on the trapezoidal steel template, it prevents the problem of the wooden template being too long or too short to install, and makes the wooden template firmly stuck between adjacent trapezoidal steel templates, avoiding problems such as formwork running away. Attached Figure Description

[0012] Figure 1 This is a schematic diagram of the structure of this utility model;

[0013] Figure 2 This is a schematic diagram showing the position of the trapezoidal steel formwork of this utility model;

[0014] Figure 3 This is a schematic diagram of the trapezoidal steel formwork structure of this utility model;

[0015] Figure 4 This is a schematic diagram of the adjustment mechanism of this utility model.

[0016] In the diagram: 1. Mold; 2. Trapezoidal steel template; 201. Base plate; 202. Vertical side plate; 203. First fixing bolt; 3. Wooden template; 301. Contact plate; 4. Clamping block; 401. Square timber; 402. Second fixing bolt; 5. Adjustment mechanism; 501. Fixing plate; 502. Bidirectional screw; 503. Sliding plate; 504. Screw sleeve. Detailed Implementation

[0017] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model. Example 1

[0018] like Figures 1 to 4As shown, this utility model discloses a prefabricated mold for the web members of a zigzag roof truss in a flat warehouse. The technical solution adopted includes a mold 1, a trapezoidal steel template 2 at the corner of the mold 1, a base plate 201, a vertical side plate 202 at the edge of the base plate 201, a first fixing bolt 203 at the bottom of the base plate 201 to fix the base plate 201 to the ground, a wooden template 3 on the mold 1 between the two trapezoidal steel templates 2, and an adjustment mechanism 5 on the trapezoidal steel template 2. The adjustment mechanism 5 includes a fixing plate 501, which is fixed to the vertical side plate 202. A sliding plate is located on the right side of the fixing plate 501. There are telescopic bolts between the movable plate 503, the fixed plate 501 and the sliding plate 503. The telescopic bolts include a double-acting screw 502 and a screw sleeve 504. The screw sleeves 504 are fixed on the fixed plate 501 and the sliding plate 503 respectively. The double-acting screw 502 is threaded between the two screw sleeves 504. The wooden template 3 is convex in shape. There are contact plates 301 on both sides of the wooden template 3. The contact plates 301 contact the sliding plate 503. There is a clamping block 4 above the wooden template 3. The clamping block 4 includes a square timber 401. The square timber 401 is located above the wooden template 3. There are second fixing bolts 402 on both sides of the square timber 401. The second fixing bolts 402 are fixed to the ground.

[0019] The working principle of this utility model is as follows: When making the web members of the zigzag roof truss of a flat warehouse, first place the mold 1 on the ground, then place the trapezoidal steel template 2 at the node and fix it to the ground with the first fixing bolt 203. Then place the wooden template 3 on top of the mold 1, and use the rotating screw 502 to push the sliding plate 503 against the contact plate 301. Then lay steel bars between the wooden templates 3, and place square timber 401 on top of the wooden template 3. The square timber 401 is connected to the ground with the second fixing bolt 402, thereby fixing the square timber 401 to the mold 1. Then pour cement and vibrate it inside the pre-supported mold.

[0020] The mechanical connection involved in this utility model is a common method used by those skilled in the art, and technical inspiration can be obtained through a limited number of experiments. It is common knowledge.

[0021] Components not described in detail in this article are existing technologies.

[0022] Although embodiments of the present invention have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made to these embodiments without departing from the principles and spirit of the present invention, the scope of which is defined by the appended claims and their equivalents.

Claims

1. A prefabrication mold for the web members of a flat warehouse folded-line roof truss, comprising a mold (1), characterized in that: The mold (1) has a trapezoidal steel template (2) at the corner, which is fixed to the ground. There is a wooden template (3) on the mold (1) between the two trapezoidal steel templates (2). There is an adjustment mechanism (5) on the trapezoidal steel template (2). The adjustment mechanism (5) includes a fixed plate (501). There is a sliding plate (503) on the right side of the fixed plate (501). There is a telescopic bolt between the fixed plate (501) and the sliding plate (503). One end of the telescopic bolt is connected to the fixed plate (501), and the other end is connected to the sliding plate (503). There is a clamping block (4) above the wooden template (3). The clamping block (4) is fixed to the ground.

2. The prefabrication mold for the web members of a flat warehouse folded-line roof truss according to claim 1, characterized in that: The trapezoidal steel formwork (2) includes a base plate (201), a vertical side plate (202) is provided at the edge of the base plate (201), and a first fixing bolt (203) is provided at the bottom of the base plate (201) to fix the base plate (201) to the ground.

3. The prefabrication mold for the web members of a flat warehouse folded-line roof truss according to claim 2, characterized in that: The fixing plate (501) is fixed to the vertical side plate (202).

4. The prefabrication mold for the web members of a flat warehouse folded-line roof truss according to claim 3, characterized in that: The retractable bolt includes a bidirectional screw (502) and a screw sleeve (504). The screw sleeve (504) is fixed on the fixed plate (501) and the sliding plate (503) respectively, and the bidirectional screw (502) is threaded between the two screw sleeves (504).

5. The prefabrication mold for the web members of a flat warehouse folded-line roof truss according to claim 4, characterized in that: The wooden template (3) is convex in shape, and the two sides of the wooden template (3) are contact plates (301), which are in contact with the sliding plate (503).

6. The prefabrication mold for the web members of a flat warehouse folded-line roof truss according to claim 5, characterized in that: The clamping block (4) includes a square timber (401), which is located above the wooden template (3). The square timber (401) has second fixing bolts (402) on both sides, and the second fixing bolts (402) are fixed to the ground.

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