CN201649603U - Bolt-connected steel cantilever scaffold - Google Patents
Bolt-connected steel cantilever scaffold Download PDFInfo
- Publication number
- CN201649603U CN201649603U CN2009202415259U CN200920241525U CN201649603U CN 201649603 U CN201649603 U CN 201649603U CN 2009202415259 U CN2009202415259 U CN 2009202415259U CN 200920241525 U CN200920241525 U CN 200920241525U CN 201649603 U CN201649603 U CN 201649603U
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- China
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- bolt
- shaped steel
- scaffold
- metal plate
- jack
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- Expired - Lifetime
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Abstract
The utility model belongs to the technical field of scaffold and relates to a bolt-connected steel cantilever scaffold; a scaffold is located on bearing steel frames which are arranged in parallel; and the bearing steel frames are connected a with bearing steel cable; the upper part of the scaffold is connected with a building structure through a wall connector; the upper part of the bearing steel cable is connected with a locating hook which can be pre-buried in the bearing beam of the building; the bearing steel frame is as follows: one end of profile steel is connected with hanging metal plates; the upper part of the hanging metal plates and the upper surface of the profile steel are connected with stiffening plates; the hanging metal plates at the two sides of the stiffening plates are respectively provided with a bolt mounting hole; bolts are connected with the bolt mounting holes; the upper surface of the profile steel is provided with a locating post and a steel cable hanging hook locating the scaffold; the wall connector is as follows: a metal tube is connected with one metal plate in a centralized position; the periphery of the metal plate is provided with the bolt mounting holes; and the mounting holes are connected with the bolts. The bolt-connected steel cantilever scaffold is convenient for construction, can prevent leakage of outer walls, saves the construction cost, and is suitable to be used on high-rise buildings.
Description
Technical field
The utility model belongs to the scaffold technical field of builing industry, refers in particular to a kind of bolt and connects the shaped steel builder's jack.
Background technology
Along with development high-rise and super highrise building, highrise building external scaffolding construction technology more and more is subjected to paying attention to widely and studying.Overhanging scaffold is one of builing industry ten big new technologies of Ministry of Construction's popularization, since have a less investment (saving a large amount of circulation materials), applied widely, be not subjected to floor height and place to limit, help characteristics such as on-the-spot civilized construction management, in high-building construction, use increasingly extensive, its weak point is: the one, and the section bar of encorbelmenting of overhanging scaffold need extend in the spandrel girder of building about 1.5 meters, so not only needs the steel that once drop into many; And after build finishing to withdraw from the section bar of encorbelmenting, although the hole that is reserved in the construction wall is repaired, unavoidably seepage can appear; The 2nd, in process of construction, the interior section bar of encorbelmenting of spandrel girder that extend into building directly influences the interior decoration construction of building.
Summary of the invention
The bolt that the purpose of this utility model provides a kind of facility of constructing, exterior wall antiseepage, construction cost saving connects the shaped steel builder's jack.
The purpose of this utility model is achieved in that
Bolt connects the shaped steel builder's jack, be on the load steelframe that is arranged side by side, to be positioned with scaffold and to be connected with messenger cable, the top of scaffold is connected with fabric structure by wall attaching parts, and the top of the messenger cable location hook interior with being embedded into the building spandrel girder is connected; Described load steelframe is: the end at shaped steel is connected with the hanging metal plate, the top of hanging metal plate and the upper surface of shaped steel are connected with stiffener, be respectively arranged with bolt mounting holes on the hanging metal plate of stiffener both sides, be connected with bolt on the installing hole, be provided with the reference column and the cable wire hanged hook of location scaffold at the upper surface of shaped steel; Described wall attaching parts is: be connected with metal tube between two parties on a metal sheet, be provided with bolt mounting holes around the metal sheet, be connected with bolt on the installing hole.
Above-mentioned shaped steel is i iron, the length of i iron=1～2 meter.
Above-mentioned shaped steel is i iron, the length of i iron=1.5 meter.
Above-mentioned bolt is for can partly being embedded into the L type in the building spandrel girder or the bolt of T type.
Being connected of above-mentioned shaped steel and hanging metal plate, stiffener and hanging metal plate and shaped steel be connected and wall attaching parts on metal sheet be welding with being connected of metal tube.
The outside of above-mentioned scaffold is connected with protective screening.
The outstanding compared to existing technology advantage of the utility model is:
1, the utility model can be saved shaped steel material, the mounting or dismounting convenience of half, and all material is all reusable, saves great amount of cost;
2, the body of wall of the utility model construction hole of not boxing out does not influence the masonry construction, helps the exterior wall antiseepage;
3, because the utility model is fixed on the concrete wall beam outside, do not influence the interior decoration construction substantially, the exterior wall finishing construction also to a certain degree improves, for ensuring the quality of products and the duration has been created condition;
4, the utility model is based on common builder's jack, with the shaped steel partial cancellation of stretching in the floor, is fixed on the outside that structural frames is set a roof beam in place with the bolt shaped steel of will encorbelmenting, and makes characteristics such as of the present utility modelly set up flexibly, size is unrestricted, compliance is strong;
5, the utility model uses fixedly scaffold of wall attaching parts, and energy reliable delivery scaffold horizontal loading makes scaffold and agent structure form reliable the connection, strengthens the support body resistance to overturning;
6, the utility model is applicable to that two aspects at building begin to encorbelment, and can build the high scaffold of six floors on one group of shaped steel of encorbelmenting.
Description of drawings
Fig. 1 is mounted in the structural representation of the present utility model on the building;
Fig. 2 is the front view of wall attaching parts of the present utility model;
Fig. 3 is the right view of wall attaching parts of the present utility model;
Fig. 4 is the front view of load steelframe of the present utility model;
Fig. 5 is the right view of load steelframe of the present utility model.
The specific embodiment
With specific embodiment the utility model is further described below, referring to Fig. 1-5:
Bolt connects the shaped steel builder's jack, be on the load steelframe 10 that is arranged side by side, to be positioned with scaffold 20 and to be connected with messenger cable 30, the top of scaffold 20 is connected with fabric structure by wall attaching parts 40, and the top of messenger cable 30 location hook 50 interior with being embedded into building spandrel girder 70 is connected; Described load steelframe 10 is: the end at shaped steel 101 is connected with hanging metal plate 102, the upper surface of the top of hanging metal plate 102 and shaped steel 101 is connected with stiffener 103, be respectively arranged with bolt mounting holes 104 on the hanging metal plate 102 of stiffener 103 both sides, be connected with bolt 105 on the installing hole 104, be provided with the reference column 106 and the cable wire hanged hook 107 of location scaffold 20 at the upper surface of shaped steel 101; Described wall attaching parts 40 is: be connected with metal tube 402 between two parties on a metal sheet 401, be provided with four bolt mounting holes 403 around the metal sheet 401, be connected with bolt 404 on the installing hole 403.
Above-mentioned shaped steel 101 is No. 16 i iron, and the length of i iron is 1.5 meters, and certainly, the length of above-mentioned i iron can be chosen in 1～2 meter.
Above-mentioned bolt 105,404 is for can partly being embedded into the L type in the building spandrel girder or the bolt of T type, and the exposed parts of bolt 105,404 is provided with screw thread, and tightens with nut.
Being connected of above-mentioned shaped steel 101 and hanging metal plate 102, stiffener 103 and hanging metal plate 102 and shaped steel 101 be connected and wall attaching parts 40 on metal sheet 401 be welding with being connected of metal tube 402.
All be connected between the metal tube between metal tube 402 on the wall attaching parts 40 and the scaffold 20, on the scaffold 20 by hasp 80.
The outside of above-mentioned scaffold 20 is connected with protective screening 60.
The foregoing description only is one of preferred embodiment of the present utility model; be not to limit protection domain of the present utility model according to this; so: all equivalences of doing according to structure of the present utility model, shape, principle change, and all should be covered by within the protection domain of the present utility model.
Claims (6)
1. bolt connects the shaped steel builder's jack, it is characterized in that: be on the load steelframe that is arranged side by side, to be positioned with scaffold and to be connected with messenger cable, the top of scaffold is connected with fabric structure by wall attaching parts, and the top of the messenger cable location hook interior with being embedded into the building spandrel girder is connected; Described load steelframe is: the end at shaped steel is connected with the hanging metal plate, the top of hanging metal plate and the upper surface of shaped steel are connected with stiffener, be respectively arranged with bolt mounting holes on the hanging metal plate of stiffener both sides, be connected with bolt on the installing hole, be provided with the reference column and the cable wire hanged hook of location scaffold at the upper surface of shaped steel; Described wall attaching parts is: be connected with metal tube between two parties on a metal sheet, be provided with bolt mounting holes around the metal sheet, be connected with bolt on the installing hole.
2. bolt according to claim 1 connects the shaped steel builder's jack, and it is characterized in that: described shaped steel is i iron, the length of i iron=1～2 meter.
3. bolt according to claim 1 connects the shaped steel builder's jack, and it is characterized in that: described shaped steel is i iron, the length of i iron=1.5 meter.
4. bolt according to claim 1 connects the shaped steel builder's jack, it is characterized in that: described bolt is for can partly being embedded into the L type in the building spandrel girder or the bolt of T type.
5. bolt according to claim 1 connects the shaped steel builder's jack, it is characterized in that: being connected of described shaped steel and hanging metal plate, stiffener and hanging metal plate and shaped steel be connected and wall attaching parts on metal sheet be welding with being connected of metal tube.
6. bolt according to claim 1 connects the shaped steel builder's jack, and it is characterized in that: the outside of described scaffold is connected with protective screening.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009202415259U CN201649603U (en) | 2009-11-24 | 2009-11-24 | Bolt-connected steel cantilever scaffold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009202415259U CN201649603U (en) | 2009-11-24 | 2009-11-24 | Bolt-connected steel cantilever scaffold |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201649603U true CN201649603U (en) | 2010-11-24 |
Family
ID=43114832
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009202415259U Expired - Lifetime CN201649603U (en) | 2009-11-24 | 2009-11-24 | Bolt-connected steel cantilever scaffold |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201649603U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102003070A (en) * | 2010-12-28 | 2011-04-06 | 山东万鑫建设有限公司 | Construction method of suspending scaffold |
| CN103510694A (en) * | 2012-06-29 | 2014-01-15 | 姚磊 | Externally-hung protective frame |
| CN105672645A (en) * | 2016-03-29 | 2016-06-15 | 台州建筑安装工程公司 | Cantilever beam anchoring structure of projecting scaffold and cantilever beam anchoring construction method of cantilever beam anchoring structure |
| CN106013755A (en) * | 2016-06-29 | 2016-10-12 | 浙江省建工集团有限责任公司 | Cantilever frame for existing building and construction method |
| WO2018148977A1 (en) * | 2017-02-20 | 2018-08-23 | 卢兴明 | Anti-overturning load-bearing scaffold |
-
2009
- 2009-11-24 CN CN2009202415259U patent/CN201649603U/en not_active Expired - Lifetime
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102003070A (en) * | 2010-12-28 | 2011-04-06 | 山东万鑫建设有限公司 | Construction method of suspending scaffold |
| CN103510694A (en) * | 2012-06-29 | 2014-01-15 | 姚磊 | Externally-hung protective frame |
| CN105672645A (en) * | 2016-03-29 | 2016-06-15 | 台州建筑安装工程公司 | Cantilever beam anchoring structure of projecting scaffold and cantilever beam anchoring construction method of cantilever beam anchoring structure |
| CN106013755A (en) * | 2016-06-29 | 2016-10-12 | 浙江省建工集团有限责任公司 | Cantilever frame for existing building and construction method |
| WO2018148977A1 (en) * | 2017-02-20 | 2018-08-23 | 卢兴明 | Anti-overturning load-bearing scaffold |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: JIN LIJUN Free format text: FORMER OWNER: BIAOLI CONSTRUCTION GROUP CO., LTD. Effective date: 20110909 Owner name: BIAOLI CONSTRUCTION GROUP CO., LTD. Free format text: FORMER OWNER: JIN FUMING Effective date: 20110909 Owner name: XU HAIYAN Free format text: FORMER OWNER: JIN LIJUN Effective date: 20110909 Owner name: JIN FUMING Free format text: FORMER OWNER: YANG ZHIHUA Effective date: 20110909 Owner name: YANG ZHIHUA Free format text: FORMER OWNER: XU HAIYAN Effective date: 20110909 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20110909 Address after: 318020, No. 398 Bridge Road, North City Street, Huangyan District, Zhejiang, Taizhou Patentee after: BIAOLI CONSTRUCTION GROUP Co.,Ltd. Address before: 318020, No. 2-4 West Pu village, North City Street, Huangyan District, Zhejiang, Taizhou Patentee before: Jin Fuming Effective date of registration: 20110909 Address after: 318020, No. 117, Lane nine, 201 Peak Road, Dongcheng Street, Huangyan District, Zhejiang, Taizhou Patentee after: Jin Lijun Address before: 318020 No. 398 Bridge Road, Huangyan District, Zhejiang, Taizhou Patentee before: BIAOLI CONSTRUCTION GROUP Co.,Ltd. Effective date of registration: 20110909 Address after: 602, room 146, unit 37, Begonia new village, Dongcheng Street, Huangyan District, Taizhou, Zhejiang, 318020 Patentee after: Xu Haiyan Address before: 318020, No. 117, Lane nine, 201 Peak Road, Dongcheng Street, Huangyan District, Zhejiang, Taizhou Patentee before: Jin Lijun Effective date of registration: 20110909 Address after: 318020, No. 2-4 West Pu village, North City Street, Huangyan District, Zhejiang, Taizhou Patentee after: Jin Fuming Address before: 318020, room 1, unit 107, Lane nine, 501 Feng Road, Dongcheng Street, Huangyan District, Zhejiang, Taizhou Patentee before: Yang Zhihua Effective date of registration: 20110909 Address after: 318020, room 1, unit 107, Lane nine, 501 Feng Road, Dongcheng Street, Huangyan District, Zhejiang, Taizhou Patentee after: Yang Zhihua Address before: 602, room 146, unit 37, Begonia new village, Dongcheng Street, Huangyan District, Taizhou, Zhejiang, 318020 Patentee before: Xu Haiyan |
|
| CX01 | Expiry of patent term |
Granted publication date: 20101124 |
|
| CX01 | Expiry of patent term |