CN201343873Y - Square tower type supporting bracket - Google Patents
Square tower type supporting bracket Download PDFInfo
- Publication number
- CN201343873Y CN201343873Y CNU2008202382956U CN200820238295U CN201343873Y CN 201343873 Y CN201343873 Y CN 201343873Y CN U2008202382956 U CNU2008202382956 U CN U2008202382956U CN 200820238295 U CN200820238295 U CN 200820238295U CN 201343873 Y CN201343873 Y CN 201343873Y
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- Prior art keywords
- frame
- main frame
- frames
- squarer
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- Expired - Fee Related
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Abstract
The utility model discloses a square tower type supporting bracket, which comprises a main bracket body. An adjusting base is mounted on the lower portion of the main bracket body, an adjusting supporting base is arranged on the upper portion of the main bracket body, the main bracket body comprises multi-layer main frame combinations, bottom frames are arranged on the bottoms of the multi-layer main frame combinations, top frames are arranged on the tops of the multi-layer main frame combinations, the bottom frames and the top frames are all formed by combining horizontal pull rods and diagonal horizontal pull rods, each multi-layer main frame combination comprises multiple layers of main frames, each layer of main frame comprises two lateral plane frames arranged oppositely, and outer lateral surfaces of the two lateral plane frames are equipped with oblique pull rods. The utility model is reasonable in structure and reliable in connection, is not only high in bearing capacity, but also convenient in assembling and fewer in use materials, and is a safe and economical template supporting bracket body.
Description
Technical field:
The utility model relates to the concrete blinding bracing frame that uses in a kind of building operations, especially heavy horizontal shuttering bracing frame.
Background technology:
At present, the horizontal shuttering that building field adopted supports mainly by bowl fastening type scaffold, steel tube fastener formula bracing frame and door type bracing frame.These bracing frame supporting capacitys are little, the joint structure imprecision, and poor stability, construction is random big, be easy to generate potential safety hazard, and rolled steel dosage is very big, sets up and remove required artificial a lot, less economical.
Summary of the invention:
The purpose of this utility model is by a kind of rational in infrastructure, the horizontal shuttering bracing frame of safety and reliability.
Technical solution of the present utility model is:
A kind of squarer formula bracing frame is characterized in that: comprise the body frame body, the joint base is debug in body frame body bottom, and the joint bracket is debug on body frame body top; The body frame body comprises multilayer main frame assembly, the bottom of multilayer main frame assembly is provided with underframe, multilayer main frame assembly top is provided with upper frame, underframe and upper frame combine by girt and diagonal angle girt, multilayer main frame assembly comprises the multilayer main frame, every layer of main frame comprises the both sides plane framework that is oppositely arranged, and on the lateral surface of both sides plane framework oblique drawbar is set.
Described plane framework comprises the rectangle frames that the square cross bar of two circular standpipes, two is formed, and a square brace is set in the rectangle frame, and that the vertical rod bottom is provided with is one that be used for that socket joint is installed between the two-layer framework up and down, through the large diameter pipe of reaming.
Between body frame body and adjusting bracket, be provided with the adjusting framework of regulating body frame height degree.
Oblique drawbar one end is provided with fixed bullet shaped snap close, and the other end is provided with rotatable bullet shaped snap close and wedge pin, and the lockhole coupling of the bullet shaped snap close of oblique drawbar and main frame or underframe or top frame is installed.
Regulate base and comprise adjusting screw(rod), nut and base, regulate bracket and comprise adjusting screw(rod), nut and bracket,, can adjust the bearing height of squarer formula bracing frame by the nut on the rotation adjusting screw(rod).
The utility model is rational in infrastructure, connects reliably, and not only supporting capacity height, and assembly unit is convenient, uses material few, is a kind of not only safety but also economic supporting frame.
Description of drawings:
The utility model is described in further detail below in conjunction with drawings and Examples.
Fig. 1 is the configuration diagram of an embodiment of the utility model.
Fig. 2 is a squarer formula bracing frame assembling diagrammatic sketch.
Fig. 3 is the plane frame structure figure of main frame.
Fig. 4 is the girt structure chart.
Fig. 5 is the oblique drawbar structure chart.
The specific embodiment:
A kind of squarer formula bracing frame, comprise and regulate base 1, installation girt 2 is connected the underframe that combines with diagonal angle girt 3 on the base 1 regulating, first floor and second layer main frame 4 are installed again, and in the pin-and-hole 11 of main frame 4, insert safety pin, first floor oblique drawbar 5 is installed then, method is that the fixedly bullet shaped pin 12 of oblique drawbar 5 is filled in the lockhole 10 of girt 2, rotation oblique drawbar 5 is to the position of the lockhole 10 of the corresponding second layer main frame 4 of oblique upper, the rotatable bullet shaped pin 13 of oblique drawbar 5 is filled in the lockhole 10 of main frame 4, and the wedge pin 14 of urgent vertical pull bar 5.Main frame 4 and oblique drawbar 5 upwards successively are installed, the fixedly bullet shaped pin 12 of vertical pull bar 5 is connected with the lockhole 10 of lower floor main frame 4, the rotatable bullet shaped pin 13 of vertical pull bar 5 is connected with the lockhole 10 of upper strata main frame 4, the top layer of squarer formula bracing frame can be installed as required and adjust framework 6, the upper frame that girt 2 and diagonal angle girt 3 are formed by connecting need be installed in the top of squarer formula bracing frame, installs at last and regulates bracket 7.
During the utility model enforcement, regulate the nut of base 1 and adjusting bracket 7 by rotation bracing frame is adjusted to suitable height,, between two support towers, put more energy into an amount of pin hand steel pipe 8 connections according to the height of support tower.After concrete reached certain intensity, the nut of bracket 7 was regulated in rotation, will regulate bracket 7 and reduce certain height, removed the template 9 at top then, removed the various members of squarer formula bracing frame successively according to order from top to bottom.
Claims (4)
1, a kind of squarer formula bracing frame is characterized in that: comprise the body frame body, the joint base is debug in body frame body bottom, and the joint bracket is debug on body frame body top; The body frame body comprises multilayer main frame assembly, the bottom of multilayer main frame assembly is provided with underframe, multilayer main frame assembly top is provided with upper frame, underframe and upper frame combine by girt and diagonal angle girt, multilayer main frame assembly comprises the multilayer main frame, every layer of main frame comprises the both sides plane framework that is oppositely arranged, and on the lateral surface of both sides plane framework oblique drawbar is set.
2, squarer formula bracing frame according to claim 1, it is characterized in that: described plane framework comprises two circular standpipes, two rectangle frames that square cross bar is formed, a square brace is set in the rectangle frame, and that vertical rod bottom is provided with is one that be used for that socket joint is installed between the two-layer framework up and down, through the large diameter pipe of reaming.
3, squarer formula bracing frame according to claim 1 and 2 is characterized in that: be provided with the adjusting framework of regulating body frame height degree between body frame body and adjusting bracket.
4, squarer formula bracing frame according to claim 1 and 2, it is characterized in that: oblique drawbar one end is provided with fixed bullet shaped snap close, the other end is provided with rotatable bullet shaped snap close and wedge pin, and the lockhole coupling of the bullet shaped snap close of oblique drawbar and main frame or underframe or top frame is installed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008202382956U CN201343873Y (en) | 2008-12-19 | 2008-12-19 | Square tower type supporting bracket |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008202382956U CN201343873Y (en) | 2008-12-19 | 2008-12-19 | Square tower type supporting bracket |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201343873Y true CN201343873Y (en) | 2009-11-11 |
Family
ID=41275456
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2008202382956U Expired - Fee Related CN201343873Y (en) | 2008-12-19 | 2008-12-19 | Square tower type supporting bracket |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201343873Y (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101839021A (en) * | 2010-05-19 | 2010-09-22 | 江苏科技大学 | Displacement-controlled graded load-resisting structural system |
| CN104234445A (en) * | 2014-09-25 | 2014-12-24 | 扬州大学 | Restoration-security multifunctional bracket of deformed wooden structure building |
| CN111226014A (en) * | 2017-09-14 | 2020-06-02 | Peri有限公司 | Scaffold cross bar, scaffold and method for building scaffold |
| CN113585721A (en) * | 2021-08-03 | 2021-11-02 | 中建五局华东建设有限公司 | Supporting system for supporting inner support and outer support in hospital linear accelerator area |
| CN113622711A (en) * | 2021-08-19 | 2021-11-09 | 江苏速捷模架科技有限公司 | Under-slab independent tower type supporting unit in concrete cast-in-place supporting system |
-
2008
- 2008-12-19 CN CNU2008202382956U patent/CN201343873Y/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101839021A (en) * | 2010-05-19 | 2010-09-22 | 江苏科技大学 | Displacement-controlled graded load-resisting structural system |
| CN104234445A (en) * | 2014-09-25 | 2014-12-24 | 扬州大学 | Restoration-security multifunctional bracket of deformed wooden structure building |
| CN104234445B (en) * | 2014-09-25 | 2016-04-27 | 扬州大学 | Reset-security the multiple bay of distortion timber-framed building |
| CN111226014A (en) * | 2017-09-14 | 2020-06-02 | Peri有限公司 | Scaffold cross bar, scaffold and method for building scaffold |
| CN111226014B (en) * | 2017-09-14 | 2022-08-02 | Peri有限公司 | Scaffold and method for building scaffold |
| CN113585721A (en) * | 2021-08-03 | 2021-11-02 | 中建五局华东建设有限公司 | Supporting system for supporting inner support and outer support in hospital linear accelerator area |
| CN113622711A (en) * | 2021-08-19 | 2021-11-09 | 江苏速捷模架科技有限公司 | Under-slab independent tower type supporting unit in concrete cast-in-place supporting system |
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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: 20091111 Termination date: 20141219 |
|
| EXPY | Termination of patent right or utility model |