CN203891451U - Hanging basket finish-rolling deformed steel bar rear-anchoring embedded part - Google Patents
Hanging basket finish-rolling deformed steel bar rear-anchoring embedded part Download PDFInfo
- Publication number
- CN203891451U CN203891451U CN201420329121.6U CN201420329121U CN203891451U CN 203891451 U CN203891451 U CN 203891451U CN 201420329121 U CN201420329121 U CN 201420329121U CN 203891451 U CN203891451 U CN 203891451U
- Authority
- CN
- China
- Prior art keywords
- hanging basket
- finish
- embedded part
- hollow pipe
- steel plate
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
Description
【技术领域】【Technical field】
本实用新型涉及建筑领域,尤其涉及一种挂篮施工时,利用精轧螺纹钢进行后锚的预埋件。The utility model relates to the field of construction, in particular to a pre-embedded part of a rear anchor which is made of finish-rolled screw steel during the construction of a hanging basket.
【背景技术】【Background technique】
在进行建筑物施工时,会采用各种建筑设备进行施工。其中挂篮是悬臂施工中的主要设备,按结构形式可分为桁架式、斜拉式、型钢式及混合式4种。挂篮本身具有自重轻、结构简单、坚固稳定、前移和装拆方便、具有较强的可重复利用性,受力后变形小等特点,而且挂篮下空间充足,可提供较大的施工作业面,有利于钢筋模板施工操作。During the construction of buildings, various construction equipment are used for construction. Among them, the hanging basket is the main equipment in the cantilever construction. According to the structural form, it can be divided into four types: truss type, cable-stayed type, steel type and mixed type. The hanging basket itself has the characteristics of light weight, simple structure, firm and stable, easy to move forward and assemble and disassemble, strong reusability, small deformation after stress, etc., and the space under the hanging basket is sufficient, which can provide large construction work surface, which is beneficial to the construction operation of steel formwork.
施工中挂篮施工已成为一种首选的施工方案,而挂篮后锚安全系数也成为施工设计中必须考虑的一个重要环节,关系到挂篮行走施工中安全性、稳定性等是否满足施工要求。Hanging basket construction has become a preferred construction scheme during construction, and the safety factor of the anchor behind the hanging basket has also become an important link that must be considered in the construction design, which is related to whether the safety and stability of the hanging basket walking construction meet the construction requirements .
现有挂篮后锚一般是在箱梁腹板预埋贯通的垂直预留孔,通过精轧螺纹钢在箱梁底板下面固定来达到锚固作用,这种方法在高腹板中需要较长精轧螺纹钢材料,并且需要工人在箱梁底板底下操作锚固,危险性较大,不仅耗时耗材而且操作难度大。The rear anchor of the existing hanging basket is generally a vertical reserved hole embedded in the web of the box girder, and the anchoring effect is achieved by fixing the fine-rolled rebar under the bottom plate of the box girder. This method requires a long precision in the high web. Rolling rebar materials, and requiring workers to operate and anchor under the bottom plate of the box girder, is more dangerous, not only time-consuming and material-consuming, but also difficult to operate.
【发明内容】【Content of invention】
本实用新型针对以上问题提出了节约材料和人力,操作方式简单有效,安全性高的挂篮后锚预埋件。Aiming at the above problems, the utility model proposes a material- and manpower-saving, simple and effective operation mode, and a high-safety embedded part for the rear anchor of the hanging basket.
本实用新型所述涉及挂篮精轧螺纹钢后锚预埋件,该预埋件包括精轧螺纹钢连接器,钢板和空心管,该精轧螺纹钢连接器通过钢板和空心管焊接在一起,钢板中间具有圆心孔,该圆心孔的大小与空心管的内径大小相适配,该精轧螺纹钢连接器朝向空心管的一端适合于螺纹杆配合。The utility model relates to the pre-embedded part of the rear anchor of the hanging basket finish-rolled rebar, the pre-embedded part includes a finish-rolled rebar connector, a steel plate and a hollow tube, and the finish-rolled rebar connector is welded together through the steel plate and the hollow tube , There is a center hole in the middle of the steel plate, the size of the center hole is adapted to the inner diameter of the hollow tube, and the end of the finish-rolled threaded steel connector facing the hollow tube is suitable for matching with the threaded rod.
该钢板的外径大于空心管外径。The outer diameter of the steel plate is larger than the outer diameter of the hollow tube.
该空心管是空心钢管。The hollow tube is a hollow steel tube.
该空心管的长度,保持让其埋入混凝土时,超过混凝土面15cm。The length of this hollow pipe, when keeping allowing it to embed in concrete, exceeds 15cm of concrete surface.
本实用新型采用空心管作为预埋管道,而精轧螺纹钢连接器与螺纹杆连接,将整个空心管和钢板预埋入混凝土中作为预埋件,完成挂篮后锚的作用,降低了操作难度,节省了材料和人力成本,提高挂篮作业的安全系数。The utility model adopts the hollow pipe as the pre-embedded pipe, and the precision-rolled threaded steel connector is connected with the threaded rod, and the whole hollow pipe and the steel plate are pre-embedded in the concrete as the pre-embedded part, which completes the role of the anchor behind the hanging basket and reduces the operating cost. Difficulty, saving material and labor costs, and improving the safety factor of hanging basket operations.
【附图说明】【Description of drawings】
图1是本实用新型挂篮精轧螺纹钢后锚预埋件结构示意图;Fig. 1 is the schematic diagram of the structure of the embedded part of the rear anchor of the hanging basket of the utility model after finish-rolling rebar;
其中:10、精轧螺纹钢连接器;20、钢板;21、圆心孔;30、空心管。Among them: 10. Precision-rolled rebar connector; 20. Steel plate; 21. Center hole; 30. Hollow tube.
【具体实施方式】【Detailed ways】
下面将结合附图及实施例对本实用新型精轧螺纹钢后锚预埋件进行详细说明。The following will describe in detail the finished anchor embedded part of the utility model in combination with the accompanying drawings and embodiments.
请参考附图1,其中示出了挂篮精轧螺纹钢后锚预埋件,该预埋件包括精轧螺纹钢连接器10,钢板20和空心管30。其中精轧螺纹钢连接器10用来跟螺纹杆连接,两者通过螺纹拧合。Please refer to FIG. 1 , which shows a finished anchor embedded part of a hanging basket finished rolled rebar, which includes a finished rolled rebar connector 10 , a steel plate 20 and a hollow pipe 30 . Wherein the finish-rolled threaded steel connector 10 is used to connect with the threaded rod, and the two are screwed together by threads.
该精轧螺纹钢连接器10通过钢板20和空心管30焊接在一起,钢板20中间具有圆心孔21,该圆心孔21的大小与空心管30的内径大小相适配,该精轧螺纹钢连接器10朝向空心管30的一端适合于螺纹杆配合。The finish-rolled threaded steel connector 10 is welded together by a steel plate 20 and a hollow tube 30. There is a circular center hole 21 in the middle of the steel plate 20, and the size of the circular center hole 21 is adapted to the inner diameter of the hollow tube 30. One end of the device 10 facing the hollow tube 30 is suitable for fitting with a threaded rod.
空心管30是空心钢管,该空心管30的长度,保持让其埋入混凝土时,超过混凝土面15cm。当该预埋件被埋入到混凝土时,空气钢管高出混凝土一段距离,以便后续施工能够识别预埋件位置。The hollow pipe 30 is a hollow steel pipe, and the length of the hollow pipe 30 exceeds the concrete surface by 15cm when it is embedded in the concrete. When the embedded part is embedded in concrete, the air steel pipe is a certain distance above the concrete, so that the subsequent construction can identify the position of the embedded part.
通过将一个精轧螺纹钢连接器10和一段空心钢管焊接,在空心钢管和连接器之间还加入了一个外径远大于空心管30外径的钢板20。将空心管30垂直预埋在箱梁腹板中,其预埋的数量根据计算要求设定。浇筑完成后,空心管30被牢固地埋入混凝土结构中,后锚通过该预埋件与挂篮主纵梁连接,起到挂篮后锚作用。A steel plate 20 with an outer diameter much larger than the outer diameter of the hollow pipe 30 is added between the hollow steel pipe and the connector by welding a precision-rolled threaded steel connector 10 and a section of hollow steel pipe. The hollow pipe 30 is pre-embedded vertically in the web of the box girder, and the pre-embedded quantity is set according to the calculation requirements. After the pouring is completed, the hollow pipe 30 is firmly embedded in the concrete structure, and the rear anchor is connected with the main longitudinal beam of the hanging basket through the embedded part to play the role of the rear anchor of the hanging basket.
在使用时,将精轧螺纹杆穿过空心管30与精轧螺纹钢连接器10连接上,上面固定好挂篮纵梁,起到后锚作用,空心管30作为精轧螺纹杆穿过的预埋管道,钢板20以其大于空心管的外径,而提高了预埋件在混凝土中抗拔能力。When in use, pass the finish-rolled threaded rod through the hollow tube 30 and connect it with the finish-rolled threaded steel connector 10, and fix the hanging basket longitudinal beam on it to play the role of rear anchor. The hollow tube 30 is used as the finish-rolled threaded rod to pass through For the pre-embedded pipe, the steel plate 20 is larger than the outer diameter of the hollow pipe, thereby improving the pull-out resistance of the pre-embedded part in concrete.
以上所述,仅是本实用新型较佳实施例而已,并非对本实用新型作任何形式上的限制,虽然本实用新型以较佳实施例揭露如上,然而并非用以限定本实用新型,任何熟悉本专业的技术人员,在不脱离本实用新型技术方案范围内,当利用上述揭示的技术内容作出些许变更或修饰为等同变化的等效实施例,但凡是未脱离本实用新型技术方案内容,依据本实用新型技术是指对以上实施例所作的任何简单修改、等同变化与修饰,均属于本实用新型技术方案的范围内。The above description is only the preferred embodiment of the utility model, and does not limit the utility model in any form. Although the utility model is disclosed as above with the preferred embodiment, it is not used to limit the utility model. Anyone who is familiar with the utility model Professional technicians, without departing from the scope of the technical solution of the present utility model, should use the technical content disclosed above to make some changes or modify equivalent embodiments with equivalent changes, but if they do not depart from the technical solution of the present utility model, the The utility model technology refers to any simple modification, equivalent change and modification made to the above embodiments, which all belong to the scope of the utility model technical solution.
Claims (4)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420329121.6U CN203891451U (en) | 2014-06-19 | 2014-06-19 | Hanging basket finish-rolling deformed steel bar rear-anchoring embedded part |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420329121.6U CN203891451U (en) | 2014-06-19 | 2014-06-19 | Hanging basket finish-rolling deformed steel bar rear-anchoring embedded part |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203891451U true CN203891451U (en) | 2014-10-22 |
Family
ID=51717867
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420329121.6U Expired - Fee Related CN203891451U (en) | 2014-06-19 | 2014-06-19 | Hanging basket finish-rolling deformed steel bar rear-anchoring embedded part |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203891451U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113356085A (en) * | 2021-03-29 | 2021-09-07 | 中国五冶集团有限公司 | Hanging basket rear anchoring auxiliary device for cantilever beam pouring, setting method and application |
-
2014
- 2014-06-19 CN CN201420329121.6U patent/CN203891451U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113356085A (en) * | 2021-03-29 | 2021-09-07 | 中国五冶集团有限公司 | Hanging basket rear anchoring auxiliary device for cantilever beam pouring, setting method and application |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203808484U (en) | Integrated cantilevered and attached external scaffolding | |
| CN103711226A (en) | Reinforced wood structure mortise and tenon node of semi-rigid energy consumption device | |
| CN107762135B (en) | Construction method of scaffold wall connecting piece of building outer wall | |
| CN204728707U (en) | A kind of sliding beam pull bar of length adjustable | |
| CN204676862U (en) | A kind of one-sided shaped steel cantilever oblique pull suspension scaffold bracing or strutting arrangement | |
| CN203334436U (en) | Novel dog-bone type beam column joint | |
| CN203891451U (en) | Hanging basket finish-rolling deformed steel bar rear-anchoring embedded part | |
| CN204214729U (en) | A kind of structural elements crane torsion test device | |
| CN206554500U (en) | Steel structure concrete, which is poured, uses adjustable transverse support bar | |
| CN206800988U (en) | A kind of civil engineering scaffold being easily installed | |
| CN205259560U (en) | Suspension type piping lane horizontal channel | |
| CN205476537U (en) | Combination formula steel corbel of fixed horizontal girder steel tip | |
| CN104018655B (en) | A kind of assembly type monomer bracing frame | |
| CN205224586U (en) | Frame outrigger is detained to dish | |
| CN203878779U (en) | Rectangular concrete-filled steel tube column and I-steel beam rebar penetrating type joint | |
| CN202227255U (en) | Cat anchor device for steel truss girder | |
| CN104499712A (en) | Building Formwork Tie Rod | |
| CN203080926U (en) | Reserved hole device of concrete floor slab | |
| CN202509750U (en) | Height-adjustable type scaffold | |
| CN202124934U (en) | Connecting device for reinforced concrete beam and shear wall | |
| CN204986023U (en) | Pipeline fix the support frame for building | |
| CN204574986U (en) | Pinner preformed hole position-finding auxiliary implement | |
| CN204252507U (en) | A kind of floor concrete casting assembly type sidewalk | |
| CN207348447U (en) | A kind of scaffold lifting is early to tear system open | |
| CN205000627U (en) | Builder's jack drawknot device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20141022 Termination date: 20150619 |
|
| EXPY | Termination of patent right or utility model |