CN204590640U - A kind of prefabricated concrete structure longitudinal reinforcement location adjustment jig - Google Patents
A kind of prefabricated concrete structure longitudinal reinforcement location adjustment jig Download PDFInfo
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- CN204590640U CN204590640U CN201520144108.8U CN201520144108U CN204590640U CN 204590640 U CN204590640 U CN 204590640U CN 201520144108 U CN201520144108 U CN 201520144108U CN 204590640 U CN204590640 U CN 204590640U
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- 230000002787 reinforcement Effects 0.000 title claims description 10
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 26
- 239000010959 steel Substances 0.000 claims abstract description 26
- 238000009434 installation Methods 0.000 abstract description 8
- 238000000034 method Methods 0.000 description 4
- 238000006073 displacement reaction Methods 0.000 description 1
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- 238000005516 engineering process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
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Abstract
本实用新型公开了一种装配式混凝土结构纵向钢筋定位调整卡具，包括卡具本体、设置于卡具本体内侧的定位调整孔以及垂直卡具本体设置的手柄；所述卡具本体由上水平钢板以及设置于水平钢板两侧的侧向支撑板组成；所述侧向支撑板向卡具本体内侧设置有翅板；所述定位调整孔贯穿设置于所述水平钢板上，所述定位调整孔的外边缘在水平面的投影与所述翅板的内边缘在水平面的投影重合；沿水平方向的两相邻定位调整孔之间的距离相同；所述手柄设置于所述侧向支撑板上。本实用新型可以方便的根据设计要求对纵向钢筋进行定位，有效提高预制墙体安装效率和安装质量。
The utility model discloses an assembled concrete structure longitudinal steel bar positioning adjustment jig, which comprises a jig body, a positioning adjustment hole arranged inside the jig body and a handle vertical to the jig body; The steel plate and the lateral support plates arranged on both sides of the horizontal steel plate; the lateral support plate is provided with a fin plate to the inner side of the clamp body; the positioning adjustment hole is set through the horizontal steel plate, and the positioning adjustment hole The projection of the outer edge on the horizontal plane coincides with the projection of the inner edge of the fin plate on the horizontal plane; the distance between two adjacent positioning adjustment holes along the horizontal direction is the same; the handle is arranged on the lateral support plate. The utility model can conveniently locate the longitudinal steel bars according to the design requirements, and effectively improve the installation efficiency and installation quality of the prefabricated wall body.
Description
技术领域 technical field
本实用新型设计一种装配式混凝土结构安装工具，具体涉及一种纵向钢筋定位调整卡具。 The utility model designs an assembly type concrete structure installation tool, in particular to a longitudinal steel bar positioning adjustment jig.
背景技术 Background technique
随着我国住宅产业化的不断推进，装配式混凝土结构的应用越来越广泛，对装配式混凝土的安装质量提出了更高的要求，目前装配式混凝土结构安装方法多样，但都需要纵向钢筋进行对位，因此纵向钢筋的位置的固定调整十分重要，现大多采用吊装墙体时，利用撬棍、锤子等对纵向连接钢筋进行调整，该方法存在效率低、存在安全隐患等问题。 With the continuous advancement of my country's housing industrialization, the application of prefabricated concrete structures is becoming more and more extensive, which puts forward higher requirements for the installation quality of prefabricated concrete structures. At present, there are various installation methods for prefabricated concrete structures, but all of them require longitudinal reinforcement. Therefore, the fixed adjustment of the position of the longitudinal reinforcement is very important. Most of the wall is hoisted, using crowbars, hammers, etc. to adjust the longitudinal connection reinforcement. This method has problems such as low efficiency and potential safety hazards.
实用新型内容 Utility model content
本实用新型的目的在于提供一种可以方便调整并同时进行定位的装配式混凝土结构纵向钢筋定位调整卡具。 The purpose of the utility model is to provide a prefabricated concrete structure longitudinal steel bar positioning adjustment jig which can be conveniently adjusted and positioned at the same time.
为解决上述技术问题，本实用新型所采取的技术方案如下。 In order to solve the problems of the technologies described above, the technical solutions adopted by the utility model are as follows.
一种装配式混凝土结构纵向钢筋定位调整卡具，包括卡具本体、设置于卡具本体内侧的定位调整孔以及垂直卡具本体设置的手柄；所述卡具本体由上水平钢板以及设置于水平钢板两侧的侧向支撑板组成；所述侧向支撑板向卡具本体内侧设置有翅板；所述定位调整孔贯穿设置于所述水平钢板上，所述定位调整孔的外边缘在水平面的投影与所述翅板的内边缘在水平面的投影重合；沿水平方向的两相邻定位调整孔之间的距离相同；所述手柄设置于所述侧向支撑板上。 A prefabricated concrete structure longitudinal reinforcement positioning adjustment jig, comprising a jig body, a positioning adjustment hole arranged inside the jig body, and a handle vertical to the jig body; the jig body is composed of an upper horizontal steel plate and a horizontal The lateral support plate is composed of lateral support plates on both sides of the steel plate; the lateral support plate is provided with a fin plate to the inside of the fixture body; the positioning adjustment hole is set through the horizontal steel plate, and the outer edge of the positioning adjustment hole is on the horizontal plane The projection coincides with the projection of the inner edge of the fin plate on the horizontal plane; the distance between two adjacent positioning adjustment holes along the horizontal direction is the same; the handle is arranged on the lateral support plate.
进一步的，本实用新型装配式混凝土结构纵向钢筋定位调整卡具，所述翅板与所述水平钢板间隔设置。 Furthermore, in the fixture for positioning and adjusting the vertical reinforcement of the prefabricated concrete structure of the utility model, the fin plate and the horizontal steel plate are arranged at intervals.
本实用新型的技术效果如下：使用本实用新型可以方便的根据设计要求对纵向钢筋进行定位，有效提高预制墙体安装效率和安装质量；同时卡具可以重复使用，选择不同间隔的定位调整孔进行安装，可以适用于不同的纵向钢筋间距要求。 The technical effect of the utility model is as follows: the utility model can be used to conveniently locate the longitudinal steel bars according to the design requirements, effectively improving the installation efficiency and quality of the prefabricated wall; at the same time, the fixture can be used repeatedly, and the positioning adjustment holes at different intervals can be selected for adjustment. The installation can be applied to different longitudinal reinforcement spacing requirements.
附图说明 Description of drawings
图1为本实用新型的结构示意图。 Fig. 1 is the structural representation of the utility model.
在附图中，1卡具本体、2定位调整孔、3手柄、11水平钢板、12侧向支撑板、13翅板。 In the accompanying drawings, 1 fixture body, 2 positioning adjustment hole, 3 handle, 11 horizontal steel plate, 12 lateral support plate, 13 fin plate.
具体实施方式 Detailed ways
下面结合附图和具体实施方式对本实用新型作进一步详细的说明。 Below in conjunction with accompanying drawing and specific embodiment, the utility model is described in further detail.
如图1所示，本实用新型包括卡具本体1、设置于卡具本体1内侧的定位调整孔2以及垂直卡具本体1设置的手柄3；所述卡具本体1由上水平钢板11以及设置于水平钢板11两侧的侧向支撑板12组成；所述侧向支撑板12向卡具本体1内侧设置有翅板13。所述定位调整孔2贯穿设置于所述水平钢板11上，所述定位调整孔2的外边缘在水平面的投影与所述翅板13的内边缘在水平面的投影重合；沿水平方向的两相邻定位调整孔2之间的距离相同；所述手柄3设置于所述侧向支撑板12上。所述翅板13与所述水平钢板11间隔设置。 As shown in Figure 1, the utility model comprises a fixture body 1, a positioning adjustment hole 2 arranged on the inside of the fixture body 1, and a handle 3 arranged vertically on the fixture body 1; the fixture body 1 is composed of an upper horizontal steel plate 11 and It consists of lateral support plates 12 arranged on both sides of the horizontal steel plate 11; The positioning adjustment hole 2 is arranged through the horizontal steel plate 11, and the projection of the outer edge of the positioning adjustment hole 2 on the horizontal plane coincides with the projection of the inner edge of the fin plate 13 on the horizontal plane; two phases along the horizontal direction The distances between adjacent positioning adjustment holes 2 are the same; the handle 3 is arranged on the lateral support plate 12 . The fin plate 13 is spaced apart from the horizontal steel plate 11 .
本实用新型的使用方法：装配式混凝土结构预制剪力墙安装前对纵向连接钢筋进行调整，首先应根据图纸进行墙体放线，然后将墙体纵向连接钢筋放入本实用新型定位调整卡具的定位调整孔内，接着利用定位调整卡具对偏移钢筋进行调整，最终经定位调整卡具调整后的墙体钢筋位置准确，提高预制墙体在安装时的效率，同时减少了工人的劳动强度。采用该纵向钢筋定位卡具有效的解决了钢筋移位问题。 The use method of the utility model: before installing the prefabricated shear wall of the prefabricated concrete structure, adjust the longitudinal connecting steel bars, firstly carry out the wall laying out according to the drawing, and then put the longitudinal connecting steel bars of the wall into the positioning adjustment fixture of the utility model In the positioning adjustment hole, then use the positioning adjustment fixture to adjust the offset steel bar. Finally, the position of the wall reinforcement adjusted by the positioning adjustment fixture is accurate, which improves the efficiency of the prefabricated wall during installation and reduces the labor of the workers. strength. The use of the longitudinal steel bar positioning clip effectively solves the problem of steel bar displacement.
对所公开的实施例的上述说明，使本领域专业技术人员能够实现或使用本实施例。对这些实施例的多种修改对本领域的专业技术人员来说将是显而易见的，本文中所定义的一般原理可以在不脱离本实施例的精神或范围的情况下，在其它实施例中实现。因此，本实施例将不会被限制于本文所示的这些实施例，而是要符合与本文所公开的原理和新颖特点相一致的最宽的范围。 The above description of the disclosed embodiments is provided to enable any person skilled in the art to make or use the embodiments. Various modifications to these embodiments will be readily apparent to those skilled in the art, and the general principles defined herein may be implemented in other embodiments without departing from the spirit or scope of the present embodiments. Therefore, the present embodiment will not be limited to these embodiments shown herein, but will conform to the widest scope consistent with the principles and novel features disclosed herein.
Claims (2)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520144108.8U CN204590640U (en) | 2015-03-15 | 2015-03-15 | A kind of prefabricated concrete structure longitudinal reinforcement location adjustment jig |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520144108.8U CN204590640U (en) | 2015-03-15 | 2015-03-15 | A kind of prefabricated concrete structure longitudinal reinforcement location adjustment jig |
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| CN204590640U true CN204590640U (en) | 2015-08-26 |
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| CN201520144108.8U Expired - Lifetime CN204590640U (en) | 2015-03-15 | 2015-03-15 | A kind of prefabricated concrete structure longitudinal reinforcement location adjustment jig |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105643791A (en) * | 2016-02-04 | 2016-06-08 | 龙信建设集团有限公司 | Accurate positioning die for prefabricated wall body grouting sleeve stripy closely spaced exposed steel bar |
| CN106759939A (en) * | 2016-12-29 | 2017-05-31 | 上海建工五建集团有限公司 | The attachment structure and method of vertical precast concrete |
| CN111236538A (en) * | 2020-02-24 | 2020-06-05 | 徐州市城市轨道交通有限责任公司 | Clamp for controlling thickness of steel bar protective layer in concrete structure and construction process |
-
2015
- 2015-03-15 CN CN201520144108.8U patent/CN204590640U/en not_active Expired - Lifetime
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105643791A (en) * | 2016-02-04 | 2016-06-08 | 龙信建设集团有限公司 | Accurate positioning die for prefabricated wall body grouting sleeve stripy closely spaced exposed steel bar |
| CN106759939A (en) * | 2016-12-29 | 2017-05-31 | 上海建工五建集团有限公司 | The attachment structure and method of vertical precast concrete |
| CN111236538A (en) * | 2020-02-24 | 2020-06-05 | 徐州市城市轨道交通有限责任公司 | Clamp for controlling thickness of steel bar protective layer in concrete structure and construction process |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20240929 Address after: No. 334, No.22 Tiexinan Street, Fuxing District, Handan City, Hebei Province, China Patentee after: Kong Linghai Country or region after: China Address before: 056003 West of Dinanbao Village, Daizhao Township, Handan County, Handan City, Hebei Province (East District of Handan Industrial Park) Patentee before: HANDAN SHUGUANG NEW BUILDING MATERIAL TECHNOLOGY CO.,LTD. Country or region before: China |
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| CX01 | Expiry of patent term |
Granted publication date: 20150826 |
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| CX01 | Expiry of patent term |