Template limiting device for controlling thickness of cast-in-place concrete wall

Abstract

The utility model discloses a template limiting device for controlling the thickness of a cast-in-place concrete wall body, which relates to the technical field of constructional engineering template reinforcement, and adopts the technical scheme that the template limiting device comprises a split bolt, an inner support piece and a sleeve, the split bolt comprises a screw rod, two lock catches and two lock caps, the two lock catches on the split bolt clamp a formwork through the formwork reinforcing piece, the lead screw is sleeved with the sleeve, the inner supporting piece comprises a wire cylinder, a first nut used for supporting the formwork and a second nut used for fastening the first nut, the wire cylinder is arranged on the sleeve in a sleeved mode, and the second nut is arranged on the sleeve in a sleeved mode. The inner supporting piece is arranged, the inner supporting piece is made of a metal material, and the split bolt is sleeved with the inner supporting piece, so that the stability of the device is enhanced, and the problems that when concrete strip blocks are adopted, the concrete strip blocks are placed unevenly and unstably, and the concrete strip blocks are prone to being broken during pouring are solved.

Description

Technical Field

[0001] The utility model relates to the technical field of building engineering template reinforcement, in particular to a template limiting device for controlling the thickness of a cast-in-place concrete wall. Background Art

[0002] During the construction of cast-in-place concrete walls, a large number of formworks are required to assist in forming. When installing and fixing the formworks, screws are usually used to tie and tighten the formworks to ensure that the formworks have sufficient stability and overall rigidity to withstand the lateral pressure and other loads of the concrete.

[0003] However, the use of screws can only control the formwork from deflecting outward. In order to ensure the accuracy of the thickness of the concrete wall casting, the formwork is reinforced and the formwork is controlled to prevent it from deflecting inward of the wall during casting. The existing technology usually uses precast concrete strips. However, the concrete strips are not easy to place perpendicular to the formwork, and when the formwork height is high, it is difficult to place the strips evenly. When pouring concrete, the concrete strips are easily impacted and fall off. In addition, different lengths of concrete strips are required for different wall thicknesses, which is inconvenient to use. Utility Model Content

[0004] In order to achieve the above-mentioned purpose of the utility model and address the above-mentioned technical problems, the utility model provides a template limiting device for controlling the thickness of cast-in-place concrete walls.

[0005] Its technical solution is that it includes a tension bolt, an internal support, and a sleeve. The tension bolt includes a screw rod, two locking buckles, and two locking caps. The two locking buckles on the tension bolt clamp the template through the template reinforcement. The sleeve is sleeved on the screw rod. The internal support includes a wire drum, a first nut for supporting the template, and a second nut for tightening the first nut. The wire drum is sleeved on the sleeve, and the first nut and the second nut are both threadedly connected to the wire drum.

[0006] Preferably, two first nuts are provided, the first nuts comprising a first nut body and a support leg for supporting the template, the support leg being fixedly connected to the first nut body, and the second nut being provided between the first nut and the template.

[0007] Preferably, the first nut further comprises a protruding flange, and the protruding flange is fixedly connected to the first nut body;

[0008] The support leg is arranged obliquely, one end of the support leg is fixedly connected to the protruding flange, and the other end is against the side wall of the template.

[0009] Preferably, it is characterized in that the sleeve is a PVC tube.

[0010] Preferably, the template reinforcement is a steel pipe or a wooden square.

[0011] Preferably, the tension bolts and the inner support are both made of metal.

[0012] The beneficial effects of the technical solution provided by the embodiment of the utility model are:

[0013] 1. By setting up an inner support member, which is made of metal material and is sleeved on the tension bolts, the stability of the device is enhanced, avoiding the problem of uneven and unstable placement of concrete blocks and easy breakage during casting when using concrete blocks.

[0014] 2. By setting the wire drum, the first nut and the second nut, the threaded sliding of the first nut on the wire drum can adjust the distance between the two first nuts, thereby adjusting the length of the inner support member. The second nut is used to reinforce and fix the first nut. It can be applied to walls of different thicknesses and is easy to use.

[0015] 3. The casing is made of PVC pipe. The casing is put on the screw rod to protect the screw rod away from concrete during pouring, thereby realizing the recycling use of the screw rod and reducing construction costs. BRIEF DESCRIPTION OF THE DRAWINGS

[0016] Figure 1 It is a schematic diagram of the overall structure of an embodiment of the present utility model.

[0017] Figure 2 It is a front view structural schematic diagram of an embodiment of the utility model.

[0018] Figure 3 This is a schematic diagram of the cross-sectional structure of an embodiment of the present utility model.

[0019] Figure 4 This is a schematic structural diagram of a tension bolt according to an embodiment of the present utility model.

[0020] Figure 5 It is a structural schematic diagram of the support member in an embodiment of the present utility model.

[0021] Figure 6 This is a schematic structural diagram of the first nut in an embodiment of the present utility model.

[0022] Among them, the figure markings are: 1. tension bolt; 11. screw rod; 12. locking cap; 13. lock buckle; 2. inner support member; 21. wire drum; 22. first nut; 221. first nut body; 222. supporting leg; 223. protruding flange; 23. second nut; 3. sleeve; 4. template reinforcement; 5. template. DETAILED DESCRIPTION

[0023] In order to make the purpose, technical solutions and advantages of the present invention more clearly understood, the present invention will be further described in detail below in conjunction with the accompanying drawings and embodiments. Of course, the specific embodiments described herein are only used to explain the present invention and are not intended to limit the present invention.

[0024] It should be noted that, in the absence of conflict, the embodiments of the present invention and the features in the embodiments can be combined with each other.

[0025] In the description of the present invention, it should be understood that the terms "center", "longitudinal", "lateral", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inside", "outside" and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the accompanying drawings, and are only for the convenience of describing the present invention and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore cannot be understood as a limitation on the present invention. In addition, the terms "first", "second" and the like are only used for descriptive purposes and cannot be understood as indicating or implying relative importance or implicitly indicating the number of the indicated technical features. Therefore, features defined as "first", "second" and the like may explicitly or implicitly include one or more of the features. In the description of the present invention, unless otherwise specified, "multiple" means two or more.

[0026] In the description of the present invention, it should be noted that, unless otherwise expressly specified or limited, the terms "installed," "connected," and "connected" should be understood in a broad sense. For example, they can refer to fixed connections, detachable connections, or integral connections; they can refer to mechanical connections or electrical connections; they can refer to direct connections or indirect connections through an intermediate medium; and they can refer to internal communication between two components. A person skilled in the art will be able to understand the specific meanings of the above terms in the present invention based on specific circumstances.

[0027] Example

[0028] See also Figures 1 to 6 The utility model provides a formwork limiting device for controlling the thickness of cast-in-place concrete walls, comprising a tension bolt, an inner support, and a sleeve. The tension bolt comprises a screw rod, two locking buckles, and two locking caps. The two locking buckles on the tension bolt clamp the formwork through a formwork reinforcement member. The sleeve is sleeved on the screw rod. The inner support comprises a wire drum, a first nut for supporting the formwork, and a second nut for tightening the first nut. The wire drum is sleeved on the sleeve, and the first nut and the second nut are both threadedly connected to the wire drum.

[0029] There are two first nuts, which include a first nut body and a support leg for supporting the template. The support leg is fixedly connected to the first nut body, and the second nut is arranged between the first nut and the template.

[0030] The first nut further includes a protruding flange, wherein the protruding flange is fixedly connected to the first nut body;

[0031] The support leg is arranged obliquely, one end of the support leg is fixedly connected to the protruding flange, and the other end is against the side wall of the template.

[0032] The sleeve is a PVC tube.

[0033] The template reinforcement piece is a steel pipe or a wooden square.

[0034] The tension bolts and inner support members are both made of metal.

[0035] When the present invention is used, when reinforcing the formwork, first, a hole is drilled at a predetermined position of the formwork according to the construction plan, and then the screw rod 11 is inserted into the formwork 5 on one side, and the sleeve 3 is sleeved on the screw rod 11, and the two ends of the sleeve 3 protrude a part of the formwork 5 to prevent concrete from flowing out of the hole during pouring, and then the wire drum 21 is sleeved on the sleeve 3, and then the two first nuts 22 are installed on the wire drum 21, and then the distance between the two first nuts 22 is adjusted according to the thickness of the wall to be poured, and after adjustment, the second nut 23 is installed on the wire drum 21, and the second nut 23 is tightened with a tool, and then the first nut is tightened, and then the reinforcement of the inner support member 2 is completed, and then the formwork 5 on the other side is installed on the screw rod 11, and then the formwork reinforcement member 4 is installed, and the formwork reinforcement member 4 is locked with the lock buckle 13, and finally the locking cap 12 is locked with the lock buckle 13, and the entire device is installed.

[0036] The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention. Any modifications, equivalent replacements, improvements, etc. made within the spirit and principles of the present invention should be included in the scope of protection of the present invention.

Claims

1. A template limiting device for controlling the thickness of cast-in-place concrete walls, characterized in that: The invention comprises a tension bolt (1), an inner support member (2), and a sleeve (3); the tension bolt (1) comprises a screw rod (11), two locking buckles (13), and two locking caps (12); the two locking buckles (13) on the tension bolt (1) clamp the template (5) through the template reinforcement member (4); the sleeve (3) is sleeved on the screw rod (11); the inner support member (2) comprises a wire drum (21), a first nut (22) for supporting the template (5), and a second nut (23) for tightening the first nut (22); the wire drum (21) is sleeved on the sleeve (3); the first nut (22) and the second nut (23) are both threadedly connected to the wire drum (21).

2. A template limiting device for controlling the thickness of a cast-in-place concrete wall according to claim 1, characterized in that: Two first nuts (22) are provided. The first nuts (22) include a first nut body (221) and a support leg (222) for supporting the template (5). The support leg (222) is fixedly connected to the first nut body (221). The second nut (23) is provided between the first nut (22) and the template (5).

3. A template limiting device for controlling the thickness of a cast-in-place concrete wall according to claim 2, characterized in that: The first nut (22) further includes a protruding flange (223), wherein the protruding flange (223) is fixedly connected to the first nut body (221); The support leg (222) is arranged at an angle, one end of the support leg (222) is fixedly connected to the protruding flange (223), and the other end is against the side wall of the template (5).

4. A template limiting device for controlling the thickness of a cast-in-place concrete wall according to claim 1, characterized in that: The sleeve (3) is a PVC tube.

5. A template limiting device for controlling the thickness of a cast-in-place concrete wall according to claim 1, characterized in that: The template reinforcement member (4) is a steel pipe or a wooden square.

6. A template limiting device for controlling the thickness of a cast-in-place concrete wall according to claim 1, characterized in that: The tension bolts (1) and the inner support member (2) are both made of metal.

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