CN203308068U - Wall-attached builder's jack - Google Patents
Wall-attached builder's jack Download PDFInfo
- Publication number
- CN203308068U CN203308068U CN201320357871XU CN201320357871U CN203308068U CN 203308068 U CN203308068 U CN 203308068U CN 201320357871X U CN201320357871X U CN 201320357871XU CN 201320357871 U CN201320357871 U CN 201320357871U CN 203308068 U CN203308068 U CN 203308068U
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- wall
- tripod
- builder
- steel
- angle
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Abstract
The utility model discloses a wall-attached builder's jack, which mainly comprises an I-beam, bolts, steel plates, channel steels, an angle iron and steel pipes, wherein two channel steels and one I-beam form a rectangular tripod which is then fixed on a wall body through the bolts; a scaffold is erected on the I-beam. According to the builder's jack, the investment in circulating materials outside a building such as scaffold steel pipes, fasteners and dense screens is avoided, the construction is high in speed and flexible, the quality is safe and reliable, the economy is reasonable, and environment-friendly requirements are met.
Description
Technical field
The utility model relates to building field, particularly relates to a kind of builder's jack of middle-high building.
Background technology
At present, the steel pipe scaffold of encorbelmenting in building operations generally adopts shaped steel formula builder's jack pattern, this scaffold form inefficiency, poor stability, labour intensity are large, the turnover consumptive material is many, and shaped steel formula builder's jack need be on building body reserving hole, such way can be destroyed the structure division member, affect Construction Quality, the heat-insulating property of structure and anti-permeability performance are decreased.
The utility model content
In order to overcome the problems referred to above, the utility model provides a kind of safe, economic, practical wall-attached builder's jack.The wall-attached builder's jack that the utility model provides mainly consists of i iron (1), bolt (2), steel plate (3), channel-section steel (4), angle steel (5) and steel pipe (6), two channel-section steels (4) are welded into the right angle trigonometry frame with an i iron (1), wherein i iron (1) forms a right-angle side of tripod, the summit of tripod is all to be welded on steel plate (3), and steady by bolt (2), and this welding manner is two-sided fillet welding; It is upper that tripod is fixed on body of wall (8) by bolt (2), and between bolt and body of wall, be provided with steel plate (3); Then at the upper erecting scaffold of i iron (1).
Described tripod is that a right-angle side of channel-section steel becomes an angle of 90 degrees with horizontal plane, and the frange plate of another right-angle side i iron is parallel with horizontal plane.
Summit, wherein said tripod right angle is connected by angle steel (5) with the tripod hypotenuse, to form firm tripod.
The beneficial effects of the utility model are:
1, the input of having saved the turnover materials such as building external scaffolding steel pipe, fastener, Dense mesh screen.
2, speed of application is fast, quality safety is reliable, economical rationality, meet environmental requirement.
3, be conducive to economize on resources, be specially adapted to the external scaffolding construction of high level, super high rise building.
The accompanying drawing explanation
Fig. 1 is the overall schematic of the utility model wall-attached builder's jack
Fig. 2 is the partial enlarged drawing at Fig. 1 A place
Fig. 3 attached wall right angle trigonometry frame part plan arrangement diagram
1-1 sectional drawing in Fig. 4 Fig. 3
The 1-i iron, 2-bolt, 3-steel plate, 4-channel-section steel, 5-angle steel, 6-steel pipe, 7-floor, 8-body of wall.
The specific embodiment
Below in conjunction with accompanying drawing, the utility model is described further: as shown in Figure 1, the utility model attached wall assembled overhanging scaffold is by i iron 1, bolt 2, steel plate 3, channel-section steel 4, angle steel 5 and steel pipe 6 form, wherein two channel-section steels 4 and an i iron 1 are welded into the right angle trigonometry frame by certain size, an i iron forms a right-angle side of tripod, tripod is fixed on body of wall 8 by bolt 2, wherein the tripod summit is all to be welded on steel plate 3 to be connected firmly for making, and steady by bolt, two-sided fillet welding is adopted in welding, another right-angle side channel-section steel of tripod must be vertically, namely must become an angle of 90 degrees with horizontal plane is vertical, the frange plate of another right-angle side that i iron forms must keep level, namely parallel with horizontal plane, summit, tripod right angle and tripod hypotenuse are welded to connect the structure with firm tripod with angle steel 5, then by the requirement of building operations fastener type steel pipe scaffold codes and standards, set up steel pipe scaffold on i iron 1.
During actual installation, need first on body of wall, to punch, a right-angle side of tripod channel-section steel is steady on body of wall by bolt, between body of wall and bolt, be provided with simultaneously steel plate 3 to reinforce being connected of tripod and body of wall, the channel-section steel length be connected with body of wall is preferably 1.8m, the design of angle steel 5 is that it is also to be connected by the mode with Plate Welding and screw bolt reinforcing with the tripod summit for the structure of firm tripod.
The above; it is only the preferably specific embodiment of the utility model; but protection domain of the present utility model is not limited to this; anyly be familiar with those skilled in the art in the technical scope that the present invention discloses; according to the technical solution of the utility model and utility model design thereof, be equal to replacement or changed, within all should being encompassed in protection domain of the present utility model.
Claims (4)
1. wall-attached builder's jack, by i iron (1), bolt (2), steel plate (3), channel-section steel (4), angle steel (5) and steel pipe (6), formed, it is characterized in that, two channel-section steels (4) and an i iron (1) are linked to be the right angle trigonometry frame by welding, wherein i iron (1) forms a right-angle side of tripod, the summit of tripod is all to be welded on steel plate (3) above, and steady by bolt (2); It is upper that tripod is fixed on body of wall (8) by bolt (2), and between bolt and body of wall, be provided with steel plate (3); Then at the upper erecting scaffold of i iron (1).
2. a kind of wall-attached builder's jack according to claim 1, is characterized in that, described tripod is that a right-angle side of channel-section steel becomes an angle of 90 degrees with horizontal plane, and the frange plate of another right-angle side i iron is parallel with horizontal plane.
3. a kind of wall-attached builder's jack according to claim 1, is characterized in that, summit, described tripod right angle is connected by angle steel (5) with the tripod hypotenuse.
4. a kind of wall-attached builder's jack according to claim 1, is characterized in that, describedly is welded as two-sided fillet welding.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320357871XU CN203308068U (en) | 2013-06-21 | 2013-06-21 | Wall-attached builder's jack |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320357871XU CN203308068U (en) | 2013-06-21 | 2013-06-21 | Wall-attached builder's jack |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203308068U true CN203308068U (en) | 2013-11-27 |
Family
ID=49614285
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320357871XU Expired - Fee Related CN203308068U (en) | 2013-06-21 | 2013-06-21 | Wall-attached builder's jack |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203308068U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103669817A (en) * | 2013-12-20 | 2014-03-26 | 浙江城建建设集团有限公司 | Building structure overhanging type scaffold external corner assembling type frame device and construction method |
| CN103821333A (en) * | 2014-02-27 | 2014-05-28 | 中天建设集团有限公司 | Construction method for overhung scaffold with detachable triangular supports |
| CN103821334A (en) * | 2014-02-27 | 2014-05-28 | 中天建设集团有限公司 | Overhung scaffold with detachable triangular supports |
| CN105332516A (en) * | 2015-11-25 | 2016-02-17 | 中建七局(上海)有限公司 | Installation method of combined positioning devices of overhung heavy frame |
| CN109403609A (en) * | 2018-12-19 | 2019-03-01 | 北京城建北方集团有限公司 | Buttress type triangular support bracket |
| CN110485696A (en) * | 2019-07-12 | 2019-11-22 | 安徽理工大学 | A kind of overhead station assembly construction scaffolding |
| CN114635550A (en) * | 2022-04-11 | 2022-06-17 | 四川省建筑机械化工程有限公司 | Cast-in-place concrete outer wall cantilever structure of high-rise building and design and installation method thereof |
-
2013
- 2013-06-21 CN CN201320357871XU patent/CN203308068U/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103669817A (en) * | 2013-12-20 | 2014-03-26 | 浙江城建建设集团有限公司 | Building structure overhanging type scaffold external corner assembling type frame device and construction method |
| CN103821333A (en) * | 2014-02-27 | 2014-05-28 | 中天建设集团有限公司 | Construction method for overhung scaffold with detachable triangular supports |
| CN103821334A (en) * | 2014-02-27 | 2014-05-28 | 中天建设集团有限公司 | Overhung scaffold with detachable triangular supports |
| CN105332516A (en) * | 2015-11-25 | 2016-02-17 | 中建七局(上海)有限公司 | Installation method of combined positioning devices of overhung heavy frame |
| CN109403609A (en) * | 2018-12-19 | 2019-03-01 | 北京城建北方集团有限公司 | Buttress type triangular support bracket |
| CN109403609B (en) * | 2018-12-19 | 2024-04-02 | 北京城建北方集团有限公司 | Wall-supporting type triangular support frame |
| CN110485696A (en) * | 2019-07-12 | 2019-11-22 | 安徽理工大学 | A kind of overhead station assembly construction scaffolding |
| CN114635550A (en) * | 2022-04-11 | 2022-06-17 | 四川省建筑机械化工程有限公司 | Cast-in-place concrete outer wall cantilever structure of high-rise building and design and installation method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C53 | Correction of patent for invention or patent application | ||
| CB03 | Change of inventor or designer information |
Inventor after: Wang Jiansheng Inventor after: Guo Wei Inventor after: Song Jun Inventor after: Chen Baohui Inventor after: Li Huiying Inventor after: Ma Yanjun Inventor after: Mi Duodan Inventor before: Wang Jiansheng Inventor before: Guo Wei Inventor before: Song Jun Inventor before: Chen Baohui Inventor before: Li Huiying Inventor before: Ma Yanjun Inventor before: Mi Duodan |
|
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20131127 Termination date: 20160621 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |