CN201627352U - Wall type overhanging bracket - Google Patents
Wall type overhanging bracket Download PDFInfo
- Publication number
- CN201627352U CN201627352U CN2009202948126U CN200920294812U CN201627352U CN 201627352 U CN201627352 U CN 201627352U CN 2009202948126 U CN2009202948126 U CN 2009202948126U CN 200920294812 U CN200920294812 U CN 200920294812U CN 201627352 U CN201627352 U CN 201627352U
- Authority
- CN
- China
- Prior art keywords
- wall
- pipe
- inner nut
- suspension ring
- steel
- 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
Images
Landscapes
- Working Measures On Existing Buildindgs (AREA)
Abstract
The utility model discloses a wall type overhanging bracket, which comprises a plurality of riggers and a connecting steel pipe (2) connected to the riggers. Each rigger comprises a holder (3) fixedly connected to the connecting steel pipe (2), a structural steel (4), an inhaul cable (5), a hanging ring (6) and a steel plate (7), wherein the hanging ring (6) is fixed on a wall (8) above the structural steel (4); the holder (3) is arranged on the structural steel (4); one end of the structural steel (4) away from the wall (8) is fixed with the hanging ring (6) through the inhaul cable (5); the other end of the structural steel (4) close to the wall (8) is welded with the steel plate (7); and the steel plate (7) is threaded to the wall (8). The wall type overhanging bracket has high welding quality, is convenient to assemble and disassemble, saves materials and is free from the hidden danger of water leakage.
Description
Technical field
The utility model relates to the construction installation in a kind of civil engineering, specifically is the wall-attaching type builder's jack of the sidewall of the sidewall of a kind of shear wall wall that is applicable to high level, super high rise building, post and beam.
Background technology
The builder's jack of prior art comprises several scaffold monomers and the connection steel pipe (leger) that is connected the scaffold monomer, each scaffold monomer comprises support, a shaped steel (as i iron), a drag-line and suspension ring of fixedly connected steel pipe, described suspension ring are fixed on the body of wall of top of shaped steel correspondence position, described support is installed on the shaped steel, one end and the body of wall of described shaped steel are fixed, and the other end is fixed through drag-line and suspension ring.
Wherein, the fixing structure of an end of described shaped steel and body of wall has following three kinds:
1, the board-like structure of pre-buried steel, an end of the shaped steel of this structure are welded on the steel plate that is embedded in the body of wall.Because this structure adopts job site welding, so difficulty of construction is big, welding quality can't guarantee, and need cut welding portion during the dismounting scaffold, so difficulty of construction also causes shaped steel to be scrapped greatly, easily when dismantling, and also there is naked light hidden danger in cutting process.
2, near the builder's jack that is positioned at the building floor of shaped steel height can adopt body of wall box out formula structure, and reserving hole in body of wall, shaped steel one end are fixed on the building floor after directly running through the hole of body of wall.Because this structure need be at the body of wall reserving hole, must again hole be sealed behind the dismounting scaffold, so work progress is miscellaneous, long in time limit, also there are infiltration, the hidden danger of leaking, and because shaped steel one end passes wall and floor is fixed, need long shaped steel like this, steel using amount is big, the cost height.
3, shaped steel anchoring type structure, an end anchoring (by building) that is shaped steel is in body of wall, because an end of the shaped steel of the wall-attaching type builder's jack of this structure is anchored in the walls concrete, so during dismounting, must be cutting bar-shaped, like this, difficulty of construction is big during dismounting, and the shaped steel after the cutting is unrenewable, and waste is big, cost is high, and has naked light hidden danger during cutting.
The utility model content
The technical problems to be solved in the utility model is, provide that a kind of welding quality is good, installation and removal are all convenient, economical with materials and do not have infiltration, the wall-attaching type builder's jack of the hidden danger of leaking.
Technical solution of the present utility model is, a kind of wall-attaching type builder's jack is provided, it comprises several scaffold monomers and the connection steel pipe that is connected the scaffold monomer, each scaffold monomer comprises the support of fixedly connected steel pipe, a shaped steel, a drag-line and suspension ring, described suspension ring are fixed on the body of wall of top of shaped steel correspondence position, described support is installed on the shaped steel, described shaped steel is fixed through drag-line and suspension ring away from an end of body of wall, each scaffold monomer also comprises a block plate, described shaped steel is near an end and the steel plate welding of body of wall, and described steel plate is screwed onto on the body of wall.
After adopting above structure, the utility model wall-attaching type builder's jack compared with prior art has the following advantages:
Because each scaffold monomer also comprises a block plate, described shaped steel is near an end and the steel plate welding of body of wall, described steel plate is screwed onto on the body of wall, like this, can be directly with after shaped steel and the steel plate welding in factory, at the construction field (site) steel plate is screwed onto on the body of wall then, so difficulty of construction is big when having avoided the job site welding, the problem of construction effect difference, promptly easy for installation, and shop welded quality is than the better quality of field Welding, be screwed onto on the body of wall owing to steel plate again, during dismounting, do not need again cutting bar-shapedly, can not destroy shaped steel like this, shaped steel after the dismounting can also recycle, so convenient disassembly, save steel, cut the waste, reduce construction cost, and, not be used in perforated holes on the body of wall, stopped the wall leakage that may cause because of construction, the hidden danger of leaking.
As improvement, each scaffold monomer also comprises at least two group securing members, every group of securing member comprises a pipe, an inner nut, a screw rod and an outer nut, described steel plate is provided with and every group of through hole that securing member is corresponding, described pipe and inner nut are anchored in the body of wall, described screw rod is linked in the pipe, the through hole that described screw rod one end passes steel plate is tightened on the inner nut, the other end of screw rod stretches out body of wall, and described outer nut is tightened on the external part of screw rod, and described inner nut and pipe are enclosed with mackintosh near an end of inner nut, like this, during the dismounting scaffold, outward winding outer nut and screw rod get final product, the operation of the screw portion of the outstanding body of wall of cutting when having omitted dismounting, stopped naked light hidden danger, and the dismounting after screw rod and outer nut can recycle, further saved material, reduced cost.
As improving again, every group of securing member also comprises a pad, described pad is pressed between inner nut and the pipe, one end of described inner nut, pad and pipe compress gasket all is enclosed with mackintosh, like this, the pad that increases makes the pressure-bearing better effects if of inner nut, securing member fixing more solid and reliable, and then make the fixing more solid and reliable of wall-attaching type builder's jack.
As also improving, each scaffold monomer comprises two groups of securing members, like this, uses the minimum number of securing member under the fixation reliable premise that guarantees steel plate and body of wall, so economic and reliable.
As further improvement, the preferred pvc pipe of described pipe is because the pvc pipe low price can further reduce cost.
Improve as going back a step, described shaped steel is welded with stiffening rib and following stiffening rib near an end of body of wall, and like this, the welding of shaped steel and steel plate is more firm, and then makes that fixing of wall-attaching type builder's jack is more solid and reliable.
As a step improves again, described suspension ring are made of suspension ring portion and threaded shank, the position corresponding with each suspension ring is provided with an inner nut and pipe that abuts one another on the described body of wall, described pipe and inner nut are anchored in the body of wall, described threaded shank is linked in the pipe, described threaded shank is tightened on the inner nut away from an end of suspension ring portion, described inner nut and pipe are enclosed with mackintosh near an end of inner nut, like this, do not need to cut suspension ring during dismounting, and the dismounting after suspension ring can recycle, so further reduce cost, further stop naked light hidden danger, further facilitated work progress.
Description of drawings
Fig. 1 is the fragmentary top TV structure schematic diagram of the utility model wall-attaching type builder's jack.
Fig. 2 is the structural representation of facing of the utility model wall-attaching type builder's jack.
Shown in the figure 1, the scaffold monomer, 2, connect steel pipe, 3, support, 4, shaped steel, 5, drag-line, 6, suspension ring, 7, steel plate, 8, body of wall, 9, pipe, 10, inner nut, 11, screw rod, 12, outer nut, 13, go up stiffening rib, 14, stiffening rib down, 15, suspension ring portion, 16, threaded shank, 17, pad.
The specific embodiment
The utility model is described in further detail below in conjunction with the drawings and specific embodiments.
As shown in Figure 1 and Figure 2, the utility model wall-attaching type builder's jack, it comprises several scaffold monomers 1 and the connection steel pipe 2 that is connected scaffold monomer 1.Each scaffold monomer 1 comprises the support 3 of fixedly connected steel pipe 2, shaped steel 4, drag-line 5, a suspension ring 6 and a block plate 7.Described suspension ring 6 are fixed on the body of wall 8 of top of shaped steel 4 correspondence positions, and described support 3 is installed on the shaped steel 4, and described shaped steel 4 is fixing with suspension ring 6 through drag-line 5 away from an end of body of wall 8.Described shaped steel 4 is near an end and steel plate 7 welding of body of wall 8, and described shaped steel 4 is welded with stiffening rib 13 and following stiffening rib 14 near an end of body of wall 8.Described steel plate 7 is screwed onto on the body of wall 8, be that each scaffold monomer 1 also comprises two groups of securing members, every group of securing member comprises a pipe 9 (preferred pvc pipe), an inner nut 10, a screw rod 11, an outer nut 12 and a pad 17, described steel plate 7 is provided with and every group of through hole that securing member is corresponding, described pipe 9, pad 17 and inner nut 10 are anchored in the body of wall 8, described pad 17 is pressed between inner nut 10 and the pipe 9, described screw rod 11 is linked in the pipe 9, the through hole that described screw rod 11 1 ends pass steel plate 7 is tightened on the inner nut 10, the other end of screw rod 11 stretches out body of wall 8, described outer nut 12 is tightened on the external part of screw rod 11, described inner nut 10, pad 17 and an end of managing 9 compress gaskets 17 all are enclosed with mackintosh.
Described suspension ring 6 are fixed on and take following concrete mode on the body of wall 8: described suspension ring 6 are made of suspension ring portion 15 and threaded shank 16, position corresponding with each suspension ring 6 on the described body of wall 8 is provided with an inner nut 10 and pipe 9 that abuts one another, described pipe 9 and inner nut 10 are anchored in the body of wall 8, described threaded shank 16 is linked in the pipe 9, described threaded shank 16 is tightened on the inner nut 10 away from an end of suspension ring portion 15, described inner nut 10 and manage 9 and be enclosed with mackintosh near ends of inner nuts 10.
Below only be described, but can not be interpreted as it is restriction claim with regard to the utility model preferred embodiment.The utility model not only is confined to above embodiment, and its concrete structure allows variation, as: described screw rod 11 and outer nut 12 can also be replaced with screw; The securing member of described fixation steel plate 7 also can not comprise pad 17; Or the like.All various variations of being done in the protection domain of the utility model independent claims are all in protection domain of the present utility model.
Claims (7)
1. wall-attaching type builder's jack, it comprises several scaffold monomers (1) and the connection steel pipe (2) that is connected scaffold monomer (1), each scaffold monomer (1) comprises the support (3) of fixedly connected steel pipe (2), a shaped steel (4), a drag-line (5) and suspension ring (6), described suspension ring (6) are fixed on the body of wall (8) of top of shaped steel (4) correspondence position, described support (3) is installed on the shaped steel (4), described shaped steel (4) is fixing through drag-line (5) and suspension ring (6) away from an end of body of wall (8), it is characterized in that: each scaffold monomer (1) also comprises a block plate (7), described shaped steel (4) is near an end and steel plate (7) welding of body of wall (8), and described steel plate (7) is screwed onto on the body of wall (8).
2. wall-attaching type builder's jack according to claim 1, it is characterized in that: described steel plate (7) is screwed onto on the body of wall (8) and is meant, each scaffold monomer (1) also comprises at least two group securing members, every group of securing member comprises a pipe (9), an inner nut (10), a screw rod (11) and an outer nut (12), described steel plate (7) is provided with and every group of through hole that securing member is corresponding, described pipe (9) and inner nut (10) are anchored in the body of wall (8), described screw rod (11) is linked in the pipe (9), the through hole that described screw rod (11) one ends pass steel plate (7) is tightened on the inner nut (10), the other end of screw rod (11) stretches out body of wall (8), described outer nut (12) is tightened on the external part of screw rod (11), and described inner nut (10) and pipe (9) are enclosed with mackintosh near an end of inner nut (10).
3. wall-attaching type builder's jack according to claim 2, it is characterized in that: every group of securing member also comprises a pad (17), described pad (17) is pressed between inner nut (10) and the pipe (9), and an end of described inner nut (10), pad (17) and pipe (9) compress gasket (17) all is enclosed with mackintosh.
4. wall-attaching type builder's jack according to claim 2 is characterized in that: each scaffold monomer (1) comprises two groups of securing members.
5. wall-attaching type builder's jack according to claim 2 is characterized in that: described pipe (9) is meant pvc pipe.
6. wall-attaching type builder's jack according to claim 1 is characterized in that: described shaped steel (4) is welded with stiffening rib (13) and following stiffening rib (14) near an end of body of wall (8).
7. wall-attaching type builder's jack according to claim 1, it is characterized in that: described suspension ring (6) are fixed on the body of wall (8) and are meant, described suspension ring (6) are made of suspension ring portion (15) and threaded shank (16), described body of wall (8) is gone up the position corresponding with each suspension ring (6) and is provided with an inner nut (10) and a pipe (9) that abuts one another, described pipe (9) and inner nut (10) are anchored in the body of wall (8), described threaded shank (16) is linked in the pipe (9), described threaded shank (16) is tightened on the inner nut (10) away from an end of suspension ring portion (15), and described inner nut (10) and pipe (9) are enclosed with mackintosh near an end of inner nut (10).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009202948126U CN201627352U (en) | 2009-12-17 | 2009-12-17 | Wall type overhanging bracket |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009202948126U CN201627352U (en) | 2009-12-17 | 2009-12-17 | Wall type overhanging bracket |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201627352U true CN201627352U (en) | 2010-11-10 |
Family
ID=43058743
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009202948126U Expired - Fee Related CN201627352U (en) | 2009-12-17 | 2009-12-17 | Wall type overhanging bracket |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201627352U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102021997A (en) * | 2010-11-29 | 2011-04-20 | 南通四建集团有限公司 | Method for building platform at bottom of suspended scaffold |
| CN102518300A (en) * | 2011-12-15 | 2012-06-27 | 中国建筑第二工程局有限公司 | Embedded conical bearing joint type steel structural support and construction method thereof |
| CN108149918A (en) * | 2017-12-29 | 2018-06-12 | 上海建工二建集团有限公司 | Easily assembly and disassembly recycling formula cantilever tripod and its application process |
| CN110067373A (en) * | 2018-01-22 | 2019-07-30 | 五冶集团上海有限公司 | The overhanging I-steel bearing diagonal setting method of Reinforced Concrete Core Walls Structure |
-
2009
- 2009-12-17 CN CN2009202948126U patent/CN201627352U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102021997A (en) * | 2010-11-29 | 2011-04-20 | 南通四建集团有限公司 | Method for building platform at bottom of suspended scaffold |
| CN102518300A (en) * | 2011-12-15 | 2012-06-27 | 中国建筑第二工程局有限公司 | Embedded conical bearing joint type steel structural support and construction method thereof |
| CN102518300B (en) * | 2011-12-15 | 2014-04-09 | 中国建筑第二工程局有限公司 | Embedded conical bearing joint type steel structural support and construction method thereof |
| CN108149918A (en) * | 2017-12-29 | 2018-06-12 | 上海建工二建集团有限公司 | Easily assembly and disassembly recycling formula cantilever tripod and its application process |
| CN110067373A (en) * | 2018-01-22 | 2019-07-30 | 五冶集团上海有限公司 | The overhanging I-steel bearing diagonal setting method of Reinforced Concrete Core Walls Structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN201567532U (en) | Novel supporting structure of lid beam of bridge | |
| CN101736893B (en) | Overhanging type scaffold supporting system | |
| CN201627352U (en) | Wall type overhanging bracket | |
| CN203808484U (en) | Integrated cantilevered and attached external scaffolding | |
| CN202787668U (en) | Rear bolt anchoring system for cantilever steel I-beam | |
| CN105507573A (en) | Method for mounting external cantilever scaffolds made of shape steel | |
| CN113152898A (en) | Novel indoor concreting face of perpendicular pump line is consolidated device | |
| CN202831643U (en) | Combined type concrete chute | |
| CN207846666U (en) | A kind of detachable reinforcing steel processing shed | |
| CN202596148U (en) | Reusable cantilever scaffold anchoring compression ring | |
| CN209760872U (en) | Diagonal draw bar for supporting-free formwork | |
| CN208701509U (en) | Universal telescopic support frame suitable for V-type bridge pier | |
| CN213710401U (en) | Can dismantle bottom plate support of steel bar quilting frame building carrier plate | |
| CN202745353U (en) | Tool-type overhanging scaffold | |
| CN213296411U (en) | Precast pile foundation for building engineering | |
| CN208487274U (en) | A kind of ground pump standpipe bracing means being used in turn | |
| CN209816675U (en) | A assembled bracket for construction of 0# piece of rectangle mound | |
| CN209163422U (en) | The fixed builder's jack of high-strength bolt oblique pull | |
| CN207959911U (en) | A kind of builder's jack gusseted | |
| CN112031403A (en) | Detachable bottom plate support for steel bar quilting frame floor support plate | |
| CN213710403U (en) | Detachable bottom plate support | |
| CN219753902U (en) | Bury anchor instrument formula frame of encorbelmenting | |
| CN201826258U (en) | Steel support buttress fixing device | |
| CN206028597U (en) | Processingequipment and system of processing of steel reinforcement cage | |
| CN213710402U (en) | A bottom plate support for steel bar is quilted and is put up building carrier plate |
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: 20101110 Termination date: 20151217 |
|
| EXPY | Termination of patent right or utility model |