CN221143287U - Novel wall post template supporting structure - Google Patents
Novel wall post template supporting structure Download PDFInfo
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- CN221143287U CN221143287U CN202323168145.6U CN202323168145U CN221143287U CN 221143287 U CN221143287 U CN 221143287U CN 202323168145 U CN202323168145 U CN 202323168145U CN 221143287 U CN221143287 U CN 221143287U
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- wall column
- clamping rods
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Abstract
本实用新型涉及建筑施工技术领域，具体为一种新型墙柱模板支撑结构，包括长度与墙柱模板之间距离适配的顶杆，顶杆的外端设置有顶撑，且顶撑与顶杆相垂直；顶杆上竖直向下并行设置有两组卡杆，两组卡杆之间间距与墙柱钢筋中水平筋之间间距适配，每组卡杆中两个卡杆之间的间距与水平筋的直径适配。既可以控制墙柱模板之间间距又可以控制墙柱钢筋中水平筋之间间距，同时每组卡杆形成固定槽卡设在水平筋上可有效防止墙柱钢筋滑脱；新型墙柱模板支撑结构整体结构简单，方便运输和施工，能够节约施工成本。
The utility model relates to the technical field of building construction, specifically a novel wall column formwork support structure, including a top rod whose length is adapted to the distance between the wall column formworks, a top support is arranged at the outer end of the top rod, and the top support is perpendicular to the top rod; two groups of clamping rods are arranged vertically downward in parallel on the top rod, the spacing between the two groups of clamping rods is adapted to the spacing between the horizontal bars in the wall column reinforcement, and the spacing between the two clamping rods in each group of clamping rods is adapted to the diameter of the horizontal bars. It can control both the spacing between the wall column formworks and the spacing between the horizontal bars in the wall column reinforcement, and at the same time, each group of clamping rods forms a fixed groove and is clamped on the horizontal bar to effectively prevent the wall column reinforcement from slipping off; the novel wall column formwork support structure has a simple overall structure, is convenient for transportation and construction, and can save construction costs.
Description
Technical Field
The utility model relates to the field of building construction, in particular to a novel wall column formwork support structure.
Background
In the formwork engineering, in order to prevent the formwork from shifting inwards, normally, after the wall column steel bars are bound, plain concrete supports are arranged on the wall column steel bars and used for supporting the inner side surfaces of the formwork when the formwork is supported, in actual construction, grooves are usually arranged on the plain concrete supports and clamped on the wall column steel bars through the grooves, but the depth of the grooves is limited by the thickness of the plain concrete supports, so that the steel bars are extremely easy to slide out of the grooves in the construction process; in addition, in the construction process, the plain concrete top support is extremely easy to damage due to the influence of external force, so that the plain concrete top support cannot exert the due function, and the size and the spacing of the wall and the steel bars are not in accordance with the requirement.
Disclosure of utility model
Aiming at the problems, the embodiment of the utility model provides a novel wall column formwork support structure.
In one aspect of the embodiment of the utility model, a novel wall column template supporting structure is provided, which comprises a top rod with the length being matched with the distance between the wall column templates, wherein the outer end of the top rod is provided with a top support, and the top support is perpendicular to the top rod; two groups of clamping rods are vertically downwards arranged on the ejector rod in parallel, the space between the two groups of clamping rods is matched with the space between the horizontal ribs in the wall column reinforcing steel bars, and the space between the two clamping rods in each group of clamping rods is matched with the diameter of the horizontal ribs.
Compared with the prior art, the utility model has the beneficial effects that: the spacing between the wall column templates and the spacing between the horizontal ribs in the wall column reinforcing steel bars can be controlled, and meanwhile, each group of clamping rods form a fixing groove which is clamped on the horizontal ribs, so that the wall column reinforcing steel bars can be effectively prevented from slipping; the novel wall column formwork support structure is simple in integral structure, convenient to transport and construct and capable of saving construction cost.
Optionally, a plurality of struts are arranged at equal intervals at the outer end of the ejector rod.
Optionally, the ejector rod adopts a telescopic rod structure, the clamping rod is in threaded connection with the ejector rod, and a plurality of groups of threaded holes are formed in the ejector rod according to wall column steel bars with different sizes.
Drawings
The accompanying drawings, which are included to provide a further understanding of the utility model and are incorporated in and constitute a part of this specification, illustrate and together with the description serve to explain the utility model. In the drawings:
FIG. 1 is a schematic diagram of a front view of a novel wall column formwork support structure according to an embodiment of the present utility model;
Fig. 2 is a schematic side view structure of a novel wall column formwork support structure according to an embodiment of the present utility model.
Wherein, ejector pin 1, top support 2, clamping rod 3.
Detailed Description
The present utility model will be described in further detail with reference to the following embodiments and the accompanying drawings, in order to make the objects, technical solutions and advantages of the present utility model more apparent. The exemplary embodiments of the present utility model and the descriptions thereof are used herein to explain the present utility model, but are not intended to limit the utility model.
Referring to fig. 1 and 2, the novel wall column template supporting structure provided by the utility model comprises a push rod 1 with the length being matched with the distance between wall column templates, wherein a top support 2 is arranged at the outer end of the push rod 1, and the top support 2 is vertical to the push rod 1; two groups of clamping rods 3 are vertically downwards arranged on the ejector rod 1 in parallel, the space between the two groups of clamping rods 3 is matched with the space between the horizontal ribs in the wall column reinforcing steel bars, and the space between the two clamping rods 3 in each group of clamping rods 3 is matched with the diameter of the horizontal ribs.
In implementation, a plurality of support struts 2 are arranged at equal intervals at the outer end of the ejector rod 1; a plurality of shoring 2 are arranged to form a supporting surface, so that the supporting and stabilizing effects are improved.
The ejector rod 1 adopts a telescopic rod structure, the clamping rod 3 is in threaded connection with the ejector rod 1, and a plurality of groups of threaded holes are formed in the ejector rod 1 according to wall column steel bars with different sizes; in one embodiment, the ejector rod 1 is composed of a telescopic tube and two sub-rods; specifically, the telescopic sleeve comprises a first sleeve and a second sleeve which are in sliding sleeve joint with each other, and the two sub-rods are coaxially fixed at the outer ends of the first sleeve and the second sleeve respectively; when the first sleeve and the second sleeve are arranged, clamping holes are formed in the first sleeve and the second sleeve, the clamping holes are formed according to different wall column template intervals, when the whole length of the ejector rod 1 is adjusted to be matched with the interval between the wall column templates, at least one clamping hole in the first sleeve and the second sleeve is overlapped, and then a clamping pin can be arranged in the overlapped clamping holes for fixing; a plurality of groups of threaded holes are formed in the two sub-rods according to the distance between the horizontal ribs in the wall column reinforcing steel bars with different sizes, namely when the whole length of the ejector rod 1 is adjusted to be matched with the distance between the wall column templates, a group of threaded holes are formed in the sub-rods to be matched with the positions of the horizontal ribs, so that the horizontal ribs can be clamped between the two clamping rods 3 after the group of threaded holes are screwed into the clamping rods 3; the whole structure adopts an adjustable structure to set up the construction of different wall post reinforcing bars of adaptable, improves the suitability.
According to the scheme provided by the utility model, the fixing grooves are formed between every two clamping rods 3, the clamping rods 3 are clamped on the horizontal ribs through the fixing grooves, lead wires can be used for binding the clamping rods 3 and the horizontal ribs for improving stability, and the clamping rods are clamped with the horizontal ribs and simultaneously propped against the inner side surface of the wall column template, so that the purposes of controlling the space between the wall column templates and controlling the space between the horizontal ribs of the wall column reinforcing steel bars are achieved, and meanwhile, the fixing grooves formed by the clamping rods 3 of each group are clamped on the horizontal ribs, so that the wall column reinforcing steel bars can be effectively prevented from slipping.
The foregoing description is only of the preferred embodiments of the present utility model and is not intended to limit the scope of the present utility model. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present utility model are included in the protection scope of the present utility model.
Claims (3)
1. The novel wall column template supporting structure is characterized by comprising a top rod with the length being matched with the interval between the wall column templates, wherein a top support is arranged at the outer end of the top rod and is vertical to the top rod; two groups of clamping rods are vertically downwards arranged on the ejector rod in parallel, the space between the two groups of clamping rods is matched with the space between the horizontal ribs in the wall column reinforcing steel bars, and the space between the two clamping rods in each group of clamping rods is matched with the diameter of the horizontal ribs.
2. The novel wall stud form support structure of claim 1 wherein the outer ends of the ejector pins are equally spaced apart with a plurality of ejector pins.
3. The novel wall column formwork support structure according to claim 1, wherein the ejector rod is of a telescopic rod structure, the clamping rod is in threaded connection with the ejector rod, and a plurality of groups of threaded holes are formed in the ejector rod according to wall column reinforcing steel bars of different sizes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202323168145.6U CN221143287U (en) | 2023-11-23 | 2023-11-23 | Novel wall post template supporting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202323168145.6U CN221143287U (en) | 2023-11-23 | 2023-11-23 | Novel wall post template supporting structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN221143287U true CN221143287U (en) | 2024-06-14 |
Family
ID=91423969
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202323168145.6U Active CN221143287U (en) | 2023-11-23 | 2023-11-23 | Novel wall post template supporting structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN221143287U (en) |
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2023
- 2023-11-23 CN CN202323168145.6U patent/CN221143287U/en active Active
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