CN203514209U - Wire rope hanging bracket platform for reinforcement of arch bridges - Google Patents
Wire rope hanging bracket platform for reinforcement of arch bridges Download PDFInfo
- Publication number
- CN203514209U CN203514209U CN201320502222.4U CN201320502222U CN203514209U CN 203514209 U CN203514209 U CN 203514209U CN 201320502222 U CN201320502222 U CN 201320502222U CN 203514209 U CN203514209 U CN 203514209U
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- China
- Prior art keywords
- wire rope
- cross bar
- rods
- bar
- arch
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- Expired - Fee Related
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Abstract
The utility model discloses a wire rope hanging bracket platform for reinforcement of arch bridges, wherein the wire rope hanging bracket platform is low in construction investment and cost and facilitates rapid and standardized construction. The wire rope hanging bracket platform is composed of a hanging ring, a turn buckle, wire ropes, rope clips, a hawser cable, transverse rods, longitudinal rods, transverse tie rods, guardrails, handles, bamboo scaffold board baffles, bamboo scaffold board floor boards, safety nets and the like. The hanging ring is arranged through an original main arch ring in a rebar planting anchorage mode; one end of the turn buckle is hung to the hanging ring, and the other end of the turn buckle is connected with the wire rope; the wire rope is anchored to and hangs the transverse rods through the rope clips; the longitudinal rods are arranged on the transverse rods at certain intervals; the dense transverse tie rods are arranged between the adjacent transverse rods; the bamboo scaffold board floor boards are transversely laid on the longitudinal rods; the edge protective guardrails are vertically arranged on the transverse rods; the handles are hung between the two longitudinal rods through the wire ropes; the bamboo scaffold board baffles are arranged on the inner sides of the guardrails; the safety nets are hung on the two sides respectively. The wire rope hanging bracket platform is suitable for building of under-arch platforms for reinforcement of all large-span deck type concrete arch bridges.
Description
Technical field
The utility model relates to a kind of cable hanger platform for Arch Bridges Strengthening and sets up process.
Background technology
At present, be directed to operation platform under the arch of reinforcing across footpath deck type concrete arch-type bridge main arch ring greatly, mainly take floor stand formula, movable hanging basket formula.Floor stand formula, is divided into full hall formula floor stand and steel pipe floor stand.Shortcoming: will have suitable supporting capacity requirement to ground or basis, highly increase along with arch is lower, support consumption increases, long construction period, construction cost is high.For crossing over river regime, exist and be subject to Flood impact safety risk hidden danger; For crossing over coulee situation, transporting bracket cost is high, rehandling difficulty.Movable hanging basket formula, by bridge floor counterweight walking dolly, elongated Hanging Basket under mounting arch.Shortcoming: along with the height change of spandrel construction, need to adjust the lower cradle construction height and position of arch, and take part bridge deck width.In addition, Hanging Basket self operating space is limited, causes the lower construction working face of arch fully to carry out restricted, long construction period, and construction cost is high.
Summary of the invention
Main purpose of the present utility model is to provide a kind of cable hanger operation platform for Arch Bridges Strengthening, to eliminate the above-mentioned shortcoming of current employing technology.
The utility model has the advantages that, can utilize former main arch ring that lower suspension centre is set, adopt conventional fastener type scaffold tubes to set up suspension bracket, support consumption is few, and the cycle of setting up is short, be not subject to underbridge clearance and environmental influence, it is less that construction period is affected by Flood water level, can meet porous full of setting up, guaranteed fully carrying out of porous construction working face, construction input and cost are low, safe and reliable, are convenient to standardized construction.
Concrete technical scheme of the present utility model, the lower cable hanger platform of arch is mainly comprised of suspension ring, flower basket bolt, wire rope, wire clips, cable wind rope, cross bar, vertical pole, lateral ties bar, railing, handrail, bamboo scaffold floor baffle plate, bamboo scaffold floor bed board and safety net etc.Wherein descend suspension centre by suspension ring shape is processed into in reinforcing bar one end, one end is implanted main arch ring structure and is carried out anchoring.Flower basket bolt two ends adopt CO type, and one end hangs on suspension ring, and one end, by wire clips connecting steel wire ropes, act as the tightness of steel wire rope degree that regulates.Cross bar, vertical pole, lateral ties bar, railing all adopt conventional fastener type scaffold tubes.Wire rope hangs cross bar by wire clips anchoring, and cross bar adopts the single spreading of clasp, and adopt two of rotary buckles side by side overlapping mode with whole load-bearing, adopt 2 scaffold tubes to overlap side by side, and rotary buckle is set is across a certain distance fastened into integral body mutually.On cross bar, mutually set up across a certain distance vertical pole, and between adjacent crossbars, arrange and encrypt lateral ties bar, between cross bar or lateral ties bar and vertical pole, all adopt right-angle coupler to be connected, bamboo scaffold floor bed board is laterally laid on vertical pole.Face bound defence rail and vertically set up on cross bar, handrail adopts wire rope to be hung between two vertical railings, and railing inner side arranges bamboo scaffold floor baffle plate, and both sides respectively hang close order safety net.In addition, by being set, cable wind rope strengthens the wind resisting stability of whole suspension bracket.
Accompanying drawing explanation
Fig. 1 is facade arrangement diagram of the present utility model
In figure: 1, suspension bracket.
Fig. 2 is side arrangement figure of the present utility model
In figure: 1, hogback top, 2, reinforcing bar suspension ring, 3, CO type flower basket bolt, 4, vertical pole, 5, bamboo scaffold floor bed board, 6, wire rope, 7, to clasp, 8, rotary buckle, 9, cross bar, 10, bamboo scaffold floor baffle plate, 11, safety net, 12, handrail, 13, railing.
Fig. 3 is the local expansion plan view of the utility model suspension bracket part
In figure: 1, cross bar, 2, vertical pole, 3, lateral ties bar.
The specific embodiment
Below in conjunction with accompanying drawing, the utility model is further described.Embodiment is example for 2 holes across the cable hanger platform of footpath 50m Reinforcing Double-curve Arch Bridge.
Embodiment 1: as shown in Figure 1, the lower suspension bracket platform 1 of wire rope arch is full of layout.As shown in Figure 2, on hogback top 1 or arch rib, take bar planting mode anchor bar suspension ring 2.CO type flower basket bolt 3 one end hang on reinforcing bar suspension ring 2, and one end, by wire clips connecting steel wire ropes 6, is played and regulated wire rope 6 tightness.Cross bar 9, vertical pole 4, lateral ties bar, railing 13 all adopt conventional fastener type scaffold tubes.Wire rope 6 hangs cross bar 9 by wire clips anchoring, and single cross bar 9 passes through clasp 7 spreadings, and adopts 2 modes side by side of following to overlap, and rotary buckle 8 is set is across a certain distance fastened into integral body mutually.Bamboo scaffold floor bed board 5 is laterally laid on vertical pole.Face bound defence rail 13 and vertically set up on cross bar 9, handrail 12 adopts wire rope to be hung between two vertical railings 13, and railing 13 inner sides arrange bamboo scaffold floor baffle plate 10, and both sides respectively hang close order safety net 11.On cross bar 1, set up across a certain distance mutually as shown in Figure 3 vertical pole 2, and arrange and encrypt lateral ties bar 31 of adjacent crossbars, cross bar 1 or lateral ties bar 3 all adopt right-angle coupler to be connected with 2 of vertical poles.
Claims (2)
1. for a cable hanger platform for Arch Bridges Strengthening, it is characterized in that by suspension ring, flower basket bolt, wire rope, wire clips, cable wind rope, cross bar, vertical pole, lateral ties bar, railing, handrail, bamboo scaffold floor baffle plate, the compositions such as bamboo scaffold floor bed board and safety net, wherein descend suspension centre by reinforcing bar one end being processed into suspension ring shape, and one end is implanted main arch ring structure and carried out anchoring, and flower basket bolt two ends adopt CO type, and one end hangs on suspension ring, and one end is by wire clips connecting steel wire ropes, cross bar, vertical pole, lateral ties bar, railing all adopts conventional fastener type scaffold tubes, wire rope hangs cross bar by wire clips anchoring, cross bar is main supporting member, adopt 2 scaffold tubes to overlap side by side, and rotary buckle is set is across a certain distance fastened into integral body mutually, on cross bar, set up across a certain distance mutually vertical pole, and between adjacent crossbars, arrange and encrypt lateral ties bar, between cross bar or lateral ties bar and vertical pole, all adopt right-angle coupler to be connected, bamboo scaffold floor bed board is laterally laid on vertical pole, faces bound defence rail and vertically sets up on cross bar, and handrail adopts wire rope to be hung between two vertical railings, railing inner side arranges bamboo scaffold floor baffle plate, and both sides respectively hang close order safety net.
2. cable hanger platform according to claim 1, is characterized in that cross bar adopts the single spreading of clasp, and adopt two of rotary buckles side by side overlapping mode with whole load-bearing.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201320502222.4U CN203514209U (en) | 2013-08-18 | 2013-08-18 | Wire rope hanging bracket platform for reinforcement of arch bridges |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN201320502222.4U CN203514209U (en) | 2013-08-18 | 2013-08-18 | Wire rope hanging bracket platform for reinforcement of arch bridges |
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CN203514209U true CN203514209U (en) | 2014-04-02 |
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Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN201320502222.4U Expired - Fee Related CN203514209U (en) | 2013-08-18 | 2013-08-18 | Wire rope hanging bracket platform for reinforcement of arch bridges |
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Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104213511A (en) * | 2014-10-02 | 2014-12-17 | 杜东升 | Bridge construction platform structure and building method of bridge construction platform structure |
CN107740352A (en) * | 2017-09-06 | 2018-02-27 | 中铁大桥勘测设计院集团有限公司 | The isolating and protecting platform and construction method of bridge maintaining transformation are shared applied to rail-road |
CN110820555A (en) * | 2019-12-05 | 2020-02-21 | 陈雨羲 | Bridge maintenance vehicle and method for avoiding bridge pier by maintenance platform |
CN110886214A (en) * | 2019-12-05 | 2020-03-17 | 陈雨羲 | Mounting and dismounting method of maintenance platform for bridge maintenance vehicle |
-
2013
- 2013-08-18 CN CN201320502222.4U patent/CN203514209U/en not_active Expired - Fee Related
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104213511A (en) * | 2014-10-02 | 2014-12-17 | 杜东升 | Bridge construction platform structure and building method of bridge construction platform structure |
CN104213511B (en) * | 2014-10-02 | 2016-01-13 | 成都华川公路建设集团有限公司 | A kind of bridge construction platform structure and building method thereof |
CN107740352A (en) * | 2017-09-06 | 2018-02-27 | 中铁大桥勘测设计院集团有限公司 | The isolating and protecting platform and construction method of bridge maintaining transformation are shared applied to rail-road |
CN110820555A (en) * | 2019-12-05 | 2020-02-21 | 陈雨羲 | Bridge maintenance vehicle and method for avoiding bridge pier by maintenance platform |
CN110886214A (en) * | 2019-12-05 | 2020-03-17 | 陈雨羲 | Mounting and dismounting method of maintenance platform for bridge maintenance vehicle |
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Legal Events
Date | Code | Title | Description |
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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: 20140402 Termination date: 20150818 |
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EXPY | Termination of patent right or utility model |