CN207863430U - A kind of bearing bolt cable-stayed type level overhanging protection system - Google Patents
A kind of bearing bolt cable-stayed type level overhanging protection system Download PDFInfo
- Publication number
- CN207863430U CN207863430U CN201721347864.6U CN201721347864U CN207863430U CN 207863430 U CN207863430 U CN 207863430U CN 201721347864 U CN201721347864 U CN 201721347864U CN 207863430 U CN207863430 U CN 207863430U
- Authority
- CN
- China
- Prior art keywords
- bolt
- bearing
- oblique pull
- overhanging
- connect
- 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.)
- Active
Links
Landscapes
- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
Abstract
The utility model discloses a kind of bearing bolt cable-stayed type levels to overhang protection system, including overhanging bar anchorage bearing, the overhanging bar anchorage bearing is welded to connect one end of one end and flexible overhanging rod piece of bolt one, the other end of the bolt one passes through the structural beams one on structural slab periphery to be connected with nut one, the other end of the flexible overhanging rod piece is connect with fence upright, the flexible overhanging rod piece is fixedly connected with one end of oblique pull adjusting rod close to one end of fence upright, the other end of the oblique pull adjusting rod is welded to connect with the brace anchorage bearing, the brace anchorage bearing is welded to connect one end of bolt two, the other end of the bolt two passes through the structural beams two on structural slab periphery to be connected with nut two.The protection system of the utility model has installation and removes simple and practicable, saves material, meets different types of structure, adjustable, can have enough to meet the need, securely and reliably, do not influence subsequent construction, can batch production processing the advantages of.
Description
Technical field
The utility model is related to technical field of building construction, it particularly relates to which a kind of bearing bolt cable-stayed type level is outstanding
Choose protection system.
Background technology
Traditional skyscraper level overhanging protection system is made of settings such as U anchor rings, shaped steel, steel wire ropes, is needed by special
Industry work post is installed and is removed, and the anchorage length for overhanging rod piece is longer, occupies larger floor area, is needed pre- in wall root
More more larger hole is stayed, to meet overhanging rod piece horizontal through influencing structure safety, while influencing later stage decoration construction.
And installation and remove and inconvenient, it is sometimes desirable to destroy structure.The end of level overhanging rod piece carries out oblique pull using steel wire rope, easily
Steel wire rope looseness, overhanging end is caused to break off relations, there are security risks.
Utility model content
For above-mentioned technical problem in the related technology, the utility model proposes a kind of bolt cable-stayed type level overhangings of bearing
Protection system can overcome the above-mentioned deficiency of the prior art.
To realize the above-mentioned technical purpose, the technical solution of the utility model is realized in：
A kind of bearing bolt cable-stayed type level overhanging protection system, including overhanging bar anchorage bearing, the overhanging bar anchor
Clamped seat is welded to connect one end of one end and flexible overhanging rod piece of bolt one, and the other end of the bolt one passes through structural slab week
The structural beams one on side are connected with nut one, and the other end of the flexible overhanging rod piece is connect with fence upright, the flexible overhanging
Rod piece is fixedly connected with one end of oblique pull adjusting rod close to one end of fence upright, the other end of the oblique pull adjusting rod with it is described tiltedly
Rod anchor bearing is welded to connect, and the brace anchorage bearing is welded to connect one end of bolt two, the bolt two it is another
One end passes through the structural beams two on structural slab periphery to be connected with nut two.
Further, PVC casings one are equipped in the structural beams one, the PVC casings one are sleeved on the bolt one
On.
Further, PVC casings two are equipped in the structural beams two, the PVC casings two are sleeved on the bolt two
On.
Further, the flexible overhanging rod piece includes square steel one and square steel two, and one end of the square steel one is hanged with described
Rod anchorage bearing is fixedly connected, and one end of the square steel two is connect with the fence upright, the other end of the square steel one and
The other end of square steel two is equipped with several bolts hole, and the other end of the square steel one and the other end of square steel two are worn by bolt
Cross the bolt hole connection.
Preferably, it is welded with ribs one between the square steel one and the overhanging bar anchorage bearing.
Preferably, horizontal protective plate is equipped with above the flexible overhanging rod piece, the horizontal protective plate is hanged with flexible
Several square steel stulls are equipped between rod part.
Further, the oblique pull adjusting rod includes oblique pull adjusting rod end one and oblique pull adjusting rod end two, described
One end of oblique pull adjusting rod end one be fixedly connected with the flexible overhanging rod piece, one end of oblique pull adjusting rod end two
It is welded to connect with the brace anchorage bearing, the other end of oblique pull adjusting rod end one and oblique pull adjusting rod end two
It is connected with adjustable leading screw one, the profound bar of fastening and adjustable leading screw two between the other end in turn.
Preferably, between the oblique pull adjusting rod end one and adjustable leading screw one and oblique pull adjusting rod end
It is to be bolted between two and adjustable leading screw two.Preferably, the brace anchorage bearing includes steel plate one and steel plate two,
The steel plate one is welded to connect with steel plate two, and the steel plate one and one end of bolt two are welded to connect, and are set on the steel plate two
There are through-hole, the steel plate two to be connect with one end of oblique pull adjusting rod end two by the through-hole.
Preferably, ribs two is welded and connected between the steel plate one and the steel plate two.
The beneficial effects of the utility model：The protection system of the utility model has installation and removes simple and practicable, saving
Material meets different types of structure, adjustable, can have enough to meet the need, securely and reliably, does not influence subsequent construction, can batch production processing
The advantages of.
Description of the drawings
In order to illustrate the embodiment of the utility model or the technical proposal in the existing technology more clearly, below will be to embodiment
Needed in attached drawing be briefly described, it should be apparent that, the accompanying drawings in the following description is only the utility model
Some embodiments for those of ordinary skill in the art without creative efforts, can also be according to this
A little attached drawings obtain other attached drawings.
Fig. 1 is that the structure of the bearing bolt cable-stayed type level overhanging protection system according to the utility model embodiment is shown
It is intended to；
Fig. 2 is the structural schematic diagram for overhanging bar anchorage bearing part；
Fig. 3 is the structural schematic diagram of brace anchorage bearing part；
Fig. 4 is the front view of flexible overhanging rod portion；
Fig. 5 is the vertical view of flexible overhanging rod portion；
Fig. 6 is the structural schematic diagram that oblique pull adjusts bar part；
In figure：1, overhang bar anchorage bearing；2, bolt one；3, stretch overhanging rod piece；4, structural beams one；5, horizontal protective
Plate；6, square steel stull；7, fence upright；8, oblique pull adjusting rod；9, brace anchorage bearing；10, structural beams two；11, nut two；
12, bolt two；13, ribs one；14, ribs two；15, square steel one；16, square steel two；17, bolt hole；18, oblique pull adjusting rod
End one；19, oblique pull adjusting rod end two；20, leading screw one is adjusted；21, profound bar is fastened；22, leading screw two is adjusted；23, steel
Plate one；24, steel plate two；25, through-hole；26, nut one.
Specific implementation mode
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, the every other embodiment that those of ordinary skill in the art are obtained all belongs to
In the range of the utility model protection.
As shown in figures 1 to 6, a kind of bearing bolt cable-stayed type level overhanging protection according to the utility model embodiment
System, including overhanging bar anchorage bearing 1, the overhanging bar anchorage bearing 1 are welded to connect one end of bolt 1 and flexible overhanging
The other end of one end of rod piece 3, the bolt 1 passes through the structural beams 1 on structural slab periphery to be connected with nut 1, described to stretch
The other end of contracting overhanging rod piece 3 is connect with fence upright, and the flexible overhanging rod piece 3 is fixed close to one end of fence upright 7 to be connected
One end of oblique pull adjusting rod 8 is connect, the other end of the oblique pull adjusting rod 8 is welded to connect with the brace anchorage bearing 9, described
Brace anchorage bearing 9 be welded to connect one end of bolt 2 12, the other end of the bolt 2 12 passes through structural slab periphery
Structural beams 2 10 are connected with nut 2 11.
In one embodiment, PVC casings one are equipped in the structural beams 1, the PVC casings one are sleeved on described
On bolt 1.
In one embodiment, PVC casings two are equipped in the structural beams 2 10, the PVC casings two are sleeved on institute
It states on bolt 2 12.
In one embodiment, the flexible overhanging rod piece 3 includes square steel 1 and square steel 2 16, the square steel 1
One end be fixedly connected with the overhanging bar anchorage bearing 1, one end of the square steel 2 16 is connect with the fence upright, described
The other end of square steel 1 and the other end of square steel 2 16 are equipped with several bolts hole 17, the other end of the square steel 1 and
The other end of square steel 2 16 is connected by bolt across the bolt hole 17.
In one embodiment, it is welded with ribs one between the square steel 1 and the overhanging bar anchorage bearing 1
13。
In one embodiment, the top of the flexible overhanging rod piece 3 is equipped with horizontal protective plate 5, described horizontal anti-
It is equipped with several square steel stulls 6 between backplate 5 and flexible overhanging rod piece 3.
In one embodiment, the oblique pull adjusting rod 8 includes oblique pull adjusting rod end 1 and oblique pull adjusting rod
End 2 19, one end of the oblique pull adjusting rod end 1 are fixedly connected with the flexible overhanging rod piece 3, the oblique pull tune
One end of pole end 2 19 is welded to connect with the brace anchorage bearing 9, oblique pull adjusting rod end 1 it is another
It is connected with adjustable leading screw 1, the profound bar 21 of fastening between end and the other end of oblique pull adjusting rod end 2 19 in turn and is adjusted
Leading screw 2 22.
In one embodiment, between the oblique pull adjusting rod end 1 and adjustable leading screw 1 and described
It is to be bolted between oblique pull adjusting rod end 2 19 and adjustable leading screw 2 22.
In one embodiment, the brace anchorage bearing 9 includes steel plate 1 and steel plate 2 24, the steel plate
One 23 are welded to connect with steel plate 2 24, and the steel plate 1 and one end of bolt 2 12 are welded to connect, and are set on the steel plate 2 24
There are through-hole 25, the steel plate 2 24 to be connect with one end of oblique pull adjusting rod end 2 19 by the through-hole 25.
In one embodiment, ribs 2 14 is welded and connected between the steel plate 1 and the steel plate 2 24.
In order to facilitate the above-mentioned technical proposal of the utility model is understood, below by way of new to this practicality in specifically used mode
The above-mentioned technical proposal of type is described in detail.
When specifically used, protection system is overhang according to a kind of bearing bolt cable-stayed type level described in the utility model,
Including overhanging bar anchorage bearing, brace anchorage bearing, oblique pull adjusting rod and flexible overhanging rod piece, overhanging bar anchoring branch
Seat is 20mm steel plates, is welded to connect the bolt one of four diameter 28mm thereon, bolt one is anchored in the beam on structural slab periphery
Or within the walls and gasket one and nut one are screwed on, 30mmpvc casings are reserved to solve the overlength of overhanging part end in beam or within the walls
Anchoring, larger more hole to be provided problem；Flexible overhanging rod piece uses the square steel of the square steel one and 80mm*80mm of 100mm*100mm
Two, square steel two is inserted into square steel one and carries out length adjustment and fixation by bolt, meets and adjustably adjusts, one end of square steel one with
Overhanging bar anchorage bearing is fixedly connected, and one end of square steel two is connect with fence upright；Brace anchorage bearing is 20mm steel plates,
It is welded to connect the bolt one of four diameter 28mm thereon, bolt one is anchored in the beam on structural slab periphery or within the walls and screws on pad
Piece two and nut two reserve 30mmpvc casings in beam or within the walls；Oblique pull adjusting rod includes oblique pull adjusting rod end one and oblique pull
Adjusting rod end two, one end of oblique pull adjusting rod end one are fixedly connected with flexible overhanging rod piece, oblique pull adjusting rod end two
One end is welded to connect with brace anchorage bearing, the other end of oblique pull adjusting rod end one and oblique pull adjusting rod end two it is another
It is connected with adjustable leading screw one, the profound bar of fastening and adjustable leading screw two between end in turn, leading screw one and adjustable leading screw is adjusted
Two, which can adjust it, screws in the length for fastening profound bar.
In Specific construction, overhanging bar anchorage bearing is carried out according to floor structure plan view and brace anchorage bearing is set
It sets, after determining position, is stayed in the plate underbeam of structural perimeter or within the walls under plate and set diameter 30mmpvc casings, this casing needs basis
The design of bolt one and bolt two is arranged, and after the completion of preparation, after overhanging reinforcing bar assembling, is adjusted to length is required, is adopted
Installation is sling with tower crane, end is fastened using bolt, after installing oblique pull adjusting rod, unloaded, be finally laid with horizontal protective
Plate, entire work progress, assembling and bolt combine, simple to operate.
In conclusion the protection system of the utility model has installation and removes simple and practicable, saving material, satisfaction is different
Structure type, it is adjustable, can have enough to meet the need, securely and reliably, do not influence subsequent construction, can batch production processing the advantages of.
The above is only the preferred embodiment of the utility model only, is not intended to limit the utility model, all at this
Within the spirit and principle of utility model, any modification, equivalent replacement, improvement and so on should be included in the utility model
Protection domain within.
Claims (10)
1. a kind of bearing bolt cable-stayed type level overhangs protection system, which is characterized in that including overhanging bar anchorage bearing (1), institute
The overhanging bar anchorage bearing (1) stated is welded to connect one end of one end and flexible overhanging rod piece (3) of bolt one (2), the bolt
The other end of one (2) passes through the structural beams one (4) on structural slab periphery to be connected with nut one (26), the flexible overhanging rod piece (3)
The other end connect with fence upright, the flexible overhanging rod piece (3) is fixedly connected with oblique pull tune close to one end of fence upright (7)
One end of pole (8), the other end of the oblique pull adjusting rod (8) is welded to connect with the brace anchorage bearing (9), described
Brace anchorage bearing (9) is welded to connect one end of bolt two (12), and the other end of the bolt two (12) passes through structural slab week
The structural beams two (10) on side are connected with nut two (11).
2. a kind of bearing bolt cable-stayed type level according to claim 1 overhangs protection system, which is characterized in that described
PVC casings one are equipped in structural beams one (4), the PVC casings one are sleeved on the bolt one (2).
3. a kind of bearing bolt cable-stayed type level according to claim 1 overhangs protection system, which is characterized in that described
PVC casings two are equipped in structural beams two (10), the PVC casings two are sleeved on the bolt two (12).
4. a kind of bearing bolt cable-stayed type level according to claim 1 overhangs protection system, which is characterized in that described to stretch
Contracting overhanging rod piece (3) includes square steel one (15) and square steel two (16), and one end of the square steel one (15) is anchored with the overhanging bar
Bearing (1) is fixedly connected, and one end of the square steel two (16) is connect with the fence upright, the other end of the square steel one (15)
It is equipped with several bolts hole (17), the other end and square steel two (16) of the square steel one (15) with the other end of square steel two (16)
The other end by bolt across the bolt hole (17) connect.
5. a kind of bearing bolt cable-stayed type level according to claim 4 overhangs protection system, which is characterized in that the side
It is welded with ribs one (13) between steel one (15) and the overhanging bar anchorage bearing (1).
6. a kind of bearing bolt cable-stayed type level according to claim 5 overhangs protection system, which is characterized in that described to stretch
Horizontal protective plate (5) is equipped with above contracting overhanging rod piece (3), between the horizontal protective plate (5) and flexible overhanging rod piece (3)
Equipped with several square steel stulls (6).
7. a kind of bearing bolt cable-stayed type level according to claim 1 overhangs protection system, which is characterized in that described
Oblique pull adjusting rod (8) includes oblique pull adjusting rod end one (18) and oblique pull adjusting rod end two (19), the oblique pull adjusting rod
One end of end one (18) is fixedly connected with the flexible overhanging rod piece (3), one end of oblique pull adjusting rod end two (19)
It is welded to connect with the brace anchorage bearing (9), the other end and oblique pull adjusting rod of oblique pull adjusting rod end one (18)
It is connected with adjustable leading screw one (20), the profound bar (21) of fastening and adjustable leading screw two between the other end of end two (19) in turn
(22)。
8. a kind of bearing bolt cable-stayed type level according to claim 7 overhangs protection system, which is characterized in that described
Between oblique pull adjusting rod end one (18) and adjustable leading screw one (20) and the oblique pull adjusting rod end two (19) and adjustable
It is to be bolted between section leading screw two (22).
9. a kind of bearing bolt cable-stayed type level according to claim 7 overhangs protection system, which is characterized in that described oblique
Rod anchor bearing (9) includes steel plate one (23) and steel plate two (24), and the steel plate one (23) connects with steel plate two (24) welding
It connects, the steel plate one (23) and one end of bolt two (12) are welded to connect, and the steel plate two (24) is equipped with through-hole (25), described
Steel plate two (24) is connect by the through-hole (25) with one end of oblique pull adjusting rod end two (19).
10. a kind of bearing bolt cable-stayed type level according to claim 9 overhangs protection system, which is characterized in that described
Ribs two (14) is welded and connected between steel plate one (23) and the steel plate two (24).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721347864.6U CN207863430U (en) | 2017-10-19 | 2017-10-19 | A kind of bearing bolt cable-stayed type level overhanging protection system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721347864.6U CN207863430U (en) | 2017-10-19 | 2017-10-19 | A kind of bearing bolt cable-stayed type level overhanging protection system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207863430U true CN207863430U (en) | 2018-09-14 |
Family
ID=63475284
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721347864.6U Active CN207863430U (en) | 2017-10-19 | 2017-10-19 | A kind of bearing bolt cable-stayed type level overhanging protection system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207863430U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110080528A (en) * | 2019-04-30 | 2019-08-02 | 中国二十冶集团有限公司 | The construction method of outer builder's jack I-steel |
| CN110984553A (en) * | 2019-12-20 | 2020-04-10 | 浙江宝业建设集团有限公司 | Detachable turnover high-altitude large-cantilever formwork and construction method |
| CN113389365A (en) * | 2021-07-01 | 2021-09-14 | 江苏中南建设装饰有限公司 | Protective structure is kept apart to assembled stereoplasm |
-
2017
- 2017-10-19 CN CN201721347864.6U patent/CN207863430U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110080528A (en) * | 2019-04-30 | 2019-08-02 | 中国二十冶集团有限公司 | The construction method of outer builder's jack I-steel |
| CN110984553A (en) * | 2019-12-20 | 2020-04-10 | 浙江宝业建设集团有限公司 | Detachable turnover high-altitude large-cantilever formwork and construction method |
| CN113389365A (en) * | 2021-07-01 | 2021-09-14 | 江苏中南建设装饰有限公司 | Protective structure is kept apart to assembled stereoplasm |
| CN113389365B (en) * | 2021-07-01 | 2022-11-15 | 江苏中南建设装饰有限公司 | Protective structure is kept apart to assembled stereoplasm |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN207863430U (en) | A kind of bearing bolt cable-stayed type level overhanging protection system | |
| CN106801510A (en) | Plastic formwork early removing system | |
| CN106121111B (en) | The adjustable type steel bar truss floor support plate of the removable thickness of end template and construction method | |
| CN112065029A (en) | Overhanging type attached climbing frame wall-attached adjustable steel beam support | |
| CN213329955U (en) | Flower basket diagonal rod type overhanging scaffold | |
| CN207244452U (en) | A kind of suspension bridge vice saddle adjusting apparatus in place | |
| CN206986741U (en) | A kind of Cast-in-situ Beam wing plate integral support support | |
| CN206128391U (en) | Large -span glass curtain wall | |
| CN206636168U (en) | Overhanging type scaffold system | |
| CN210563352U (en) | Wall connecting device for climbing frame | |
| CN209539506U (en) | Wind power generating set and its pylon | |
| CN208734084U (en) | A kind of aluminum dipping form that stability is strong hangs mould | |
| CN216476335U (en) | Inclined frame concrete cylindrical formwork reinforcing system | |
| CN212535032U (en) | Pre-buried formula climbs a support fixed knot and constructs | |
| CN212406082U (en) | Overhanging type attached climbing frame wall-attached adjustable steel beam support structure | |
| CN113958120A (en) | Inclined frame concrete cylindrical formwork reinforcing system | |
| CN108867548B (en) | Construction platform and construction platform erection method for on-site watering high pile wharf | |
| CN209011132U (en) | A kind of fixed foundation pit berm structure of assembled two point | |
| CN112942777A (en) | Ultrahigh-layer periphery protection cyclic telescopic detachable cantilever structure and mounting method | |
| CN221567853U (en) | Pull rod upper lifting point adjustable device for cable-stayed suspended scaffold | |
| CN205257759U (en) | After water equipment support roof beam | |
| CN217174848U (en) | High steep side slope thick-layer outer-suspension dangerous rock lower edge body supporting structure | |
| CN210530388U (en) | Simple detachable safety flat net structure | |
| CN216196001U (en) | Upturning beam structure for underground garage | |
| CN220643905U (en) | Anchoring structure of pier beam steel bar |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |