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CN107313360A - Overhead cable formula is without support bearing replacement operating platform - Google Patents

Overhead cable formula is without support bearing replacement operating platform Download PDF

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Publication number
CN107313360A
CN107313360A CN201710583433.8A CN201710583433A CN107313360A CN 107313360 A CN107313360 A CN 107313360A CN 201710583433 A CN201710583433 A CN 201710583433A CN 107313360 A CN107313360 A CN 107313360A
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CN
China
Prior art keywords
hanging basket
gooseneck
anchor plate
steel wire
pull
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CN201710583433.8A
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Chinese (zh)
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CN107313360B (en
Inventor
胡峰强
王军
熊小华
伍坤
周振华
蔡源介
丁友清
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Nanchang University
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Nanchang University
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Publication of CN107313360A publication Critical patent/CN107313360A/en
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    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D22/00Methods or apparatus for repairing or strengthening existing bridges ; Methods or apparatus for dismantling bridges
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00Structural or constructional details of bridges
    • E01D19/04Bearings; Hinges

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

A kind of overhead cable formula is made up of without support bearing replacement operating platform anchor plate, two-way bracket deck, caging bolt, gooseneck, hanger, driving steel wire rope, safety steel cable, pull rope, traction movable pulley and hanging basket;Anchor plate is respectively mounted at bent cap two ends, two gooseneck one end are fixed on corresponding anchor plate by two-way bracket deck and caging bolt respectively;Steel wire rope and safety steel cable are installed between two gooseneck relevant position hangers;Hanging basket upper end is provided with traction movable pulley, and is suspended on by drawing movable pulley on walking steel wire rope;Gooseneck sets pull rope with hanging basket, and hanging basket is positioned by pull rope.Hanging basket is by drawing movable pulley walking on driving steel wire rope, and operating personnel hangs over safe sling on safety steel cable in hanging basket, is manually pulled by pull rope and realizes that hanging basket moves to reach specified location in direction across bridge.The present invention can provide the behaviors such as bearing replacement, bent cap reparation, removing surface, covering with paint, safe and reliable, quick and easy for installation, save construction cost, it is adaptable to which the common precast beam bridge seat of highway is changed.

Description

Overhead cable formula is without support bearing replacement operating platform
Technical field
The invention belongs to technical field of bridge engineering.It is related to a kind of behaviour suitable for highway precast bridge bearing replacement Make platform.
Background technology
Bridge pad is the important component for connecting bridge top and substructure, in recent years with the development of communications and transportation, Bridge pad is by cyclical loads, and the influence particularly overloaded certainly will accelerate bearing aging or deformation failure, and this directly jeopardizes The life-span of bridge structure is, it is necessary to regularly replace.For height across pier, big cross-line, the bridge across river, cross a river stream mountain valley, if by normal Rule set up full hall scaffold operation platform to carry out whether bearing replacement will be had water by under geological conditions, bridge headroom, bridge Etc. the limitation of factor;If employ bridge-checking vehicle come that construction cost will be limited to it is too high;If beaten using on pier cap beam Erection construction platform, assembly and disassembly trouble, inefficiency are come in hole.How fast construction bearing replacement operation platform is often to work order Position is a very big puzzlement, and substantial amounts of manpower and materials are usually spent in setting up for operation platform under bridge.Therefore, how Simplify setting up for operating platform in the case where maintaining normal traffic conditions particularly important and urgent.
The content of the invention
It is an object of the invention to overcome deficiencies of the prior art there is provided a kind of overhead cable formula without support bearing more Change operating platform.
The present invention is achieved by the following technical solutions.
Overhead cable formula of the present invention is without support bearing replacement operating platform, by by anchor plate, two-way bracket deck, spacing Bolt, gooseneck, hanger, driving steel wire rope, safety steel cable, pull rope, traction movable pulley and hanging basket composition;At bent cap two ends Anchor plate is respectively mounted, two gooseneck one end are fixed on corresponding anchor plate by two-way bracket deck and caging bolt respectively On;Walking steel wire rope and safety steel cable are installed between two gooseneck relevant position hangers;Hanging basket upper end is provided with the dynamic cunning of traction Wheel, and be suspended on by drawing movable pulley on walking steel wire rope;Pull rope is set between gooseneck and hanging basket, and hanging basket passes through pull rope Positioning.Hanging basket is by drawing movable pulley walking on driving steel wire rope, and safe sling is hung over safe steel by operating personnel in hanging basket In cord, manually pulled by pull rope and realize that hanging basket moves to reach specified location in direction across bridge.
As a further improvement on the present invention, the anchor plate is one block of steel plate with bolt hole, two-way bracket card Seat is to be welded on anchor plate by each two brackets and two blocks of small steel plates up and down.It is implanted on anchor plate prepared screw-bolt hole, bent cap side Threaded reinforcing bar, is fixed after anchor plate is close to bent cap side using nut.
Further improvement of the present invention, the gooseneck is welded by two channel-section steel spellings;Set on every gooseneck Three hangers;Hanger is joined with bolts on gooseneck by anchor ear mode, is welded on the gooseneck of hanger anchor ear both sides Limited block, prevents hanger from occurring vertical bridge to displacement.In order to avoid longitudinal sliding motion occurs for gooseneck, near anchor plate both sides of the edge Gooseneck corresponding position welded limiting block.By installing caging bolt on two-way bracket deck, make gooseneck in anchor plate On not occurred level rotate.Walking steel wire rope two ends set shackle, and shackle is connected with the hanger on gooseneck, form hanging basket Walking track.
As a further improvement on the present invention, described traction movable pulley lower end is provided with metal knot that can be undone by a pull, and two tractions are dynamic Connected between pulley with pulley lateral bracing, neck is set on pulley lateral bracing;During installation, walking steel wire rope and safety steel cable One end is first fixedly connected on the reserved hanger of gooseneck, and walking steel wire rope installs traction movable pulley, then will walking steel wire rope and The other end of safety steel cable is fixedly connected on the gooseneck of bent cap opposite side.Hanging basket is by hanging basket framework and treadle of false work It is assembled.Hanging basket framework is welded by some hollow tubes, and the front and rear brace that is provided with has been bolted to connection Enclosing is acted on, and hanging basket base of frame places treadle of false work, and four column tops of hanging basket framework are dynamic with traction by metal knot that can be undone by a pull Pulley is connected.Fixed pulley is joined with bolts on gooseneck by anchor ear form, and hanging basket framework two ends set neck, traction Two ends of restricting set metal knot that can be undone by a pull, pull rope are passed through into fixed pulley, and the metal knot that can be undone by a pull at two ends is separately mounted to each self-corresponding On neck, hanging basket is set to be moved in direction across bridge by pulling pull rope, while simultaneously hanging basket can be fixed on into specified location.
Compared with prior art, advantage is the present invention:The overhead cable formula installs fast without support bearing replacement operating platform Victory is convenient, saves construction cost, and safety reliability is high, is not easily susceptible to the limitation of site environment.
Brief description of the drawings
Fig. 1 is structure schematic diagram of the invention.
Fig. 2 is each device enlarged detail in direction across bridge bent cap side.
Fig. 3 is that shackle is connected enlarged detail with hanger.
Fig. 4 is barrel structure schematic diagram.
In figure:1 is bent cap, and 2 be anchor plate, and 3 be two-way bracket deck, and 4 be caging bolt, and 5 be gooseneck, and 6 be spacing Block, 7 be hanger, and 8 be shackle, and 9 be fixed pulley, and 10 be walking steel wire rope, and 11 be safety steel cable, and 12 be pull rope, and 13 be to lead Priming pulley, 14 be metal knot that can be undone by a pull, and 15 be hanging basket, and 16 be hanging basket framework, and 17 be treadle of false work, and 18 be pulley lateral bracing, 19 For neck.
Embodiment
The invention will be further described with reference to the accompanying drawings and detailed description.
The both sides of bent cap 1 that workmen comes direction across bridge by existing bridge maintenance assistance platform from bridge floor, which are installed, to be anchored Plate 2, the prepared screw-bolt hole of anchor plate 2;During installation, the first implantation belt spiral shell after the direction across bridge two sides the impact drilling of bent cap 1, borehole cleaning The reinforcing bar of line, is fixed after anchor plate 2 is close to the side of bent cap 1 using nut.Gooseneck 5 is placed on two-way bracket deck 3, Limited block 6 is stuck in the both sides of anchor plate 2, by installing caging bolt 4 on two-way bracket deck 3, gooseneck 5 is fixed on anchoring On plate 2, will not occur vertically and horizontally displacement.Walking steel wire rope is first installed on the gooseneck 5 at the end of median strip bent cap 1 10 and safety steel cable 11;During installation, walking steel wire rope 10 and safety steel cable 11 pass through the hanger 7 in shackle 8 and gooseneck 5 The other end of walk steel wire rope 10 and safety steel cable 11, is then connected by connection with lightweight conductor rope colligation.Lightweight conductor rope is another Colligation weight is held, casts to the opposite side of bent cap 1 and is affiliated on corresponding gooseneck 5, then connect corresponding hanger 7.Even Connect before hanger 7, respectively through two traction movable pulleys 13 on both sides walking steel wire rope 10;The lower end of the traction movable pulley 13 sets gold Category knot that can be undone by a pull 14 is used to be connected with hanging basket framework 16.Install after hanging basket framework 16, treadle of false work 17 is placed in hanging basket framework 16 bottoms, walk for workmen and stand.The pull rope 12 of side is first installed nearby, opposite side pull rope 12 can be in hanging basket framework It is installed in place in 16 using similar projectile method.When pull rope 12 is installed, the metal knot that can be undone by a pull 14 of one end is arranged on pulley lateral bracing On 18 neck 19, the other end makes hanging basket 15 exist through the fixed pulley 9 on gooseneck 5, operating personnel by pulling pull rope 12 Direction across bridge is moved.In moving process, the operation simultaneously of 15 both sides pull rope of hanging basket 12, in the way of side pulling opposite side loosens Hanging basket 15 is set to be moved in direction across bridge, side pull rope 12 will be pulled after specified location and loosen the gold of opposite side pull rope 12 by reaching Belong to knot that can be undone by a pull 14, while being fastened on the corresponding neck 19 of hanging basket framework 16.After hanging basket 15 reaches specified location fixation, operation Personnel can carry out the operation such as bearing.Operating personnel answers colligation safety rope in hanging basket 15 during operation, the metal of safety rope end is lived Button 14 is arranged on middle safety steel cable 11, it is ensured that job safety.After the completion of operation, according to first filling the order torn open afterwards successively Remove.
It should be pointed out that for those skilled in the art, under the premise without departing from the principles of the invention, Some improvements and modifications can also be made, these change and retouching also should be regarded as protection scope of the present invention.In the present embodiment not Clear and definite each part can use prior art to be realized.

Claims (4)

1. a kind of overhead cable formula is without support bearing replacement operating platform, it is characterised in that:By anchor plate(2), two-way bracket deck (3), caging bolt(4), gooseneck(5), hanger(7), walking steel wire rope(10), safety steel cable(11), pull rope(12), lead Priming pulley(13)And hanging basket(15)Composition;In bent cap(1)Two ends are respectively mounted anchor plate(2), two goosenecks(5)Distinguish one end Pass through two-way bracket deck(3)And caging bolt(4)It is fixed on corresponding anchor plate(2)On;In two goosenecks(5)Corresponding positions Put hanger(7)Between steel wire rope is installed(10)And safety steel cable(11);Hanging basket(15)Upper end is provided with traction movable pulley(13), and By drawing movable pulley(13)It is suspended on walking steel wire rope(10)On;Gooseneck(5)With hanging basket(15)Pull rope is set(12), hang Basket(15)Pass through pull rope(12)Positioning.
2. overhead cable formula according to claim 1 is without support bearing replacement operating platform, it is characterised in that:The anchor plate (2)It is one block of steel plate with bolt hole;Two-way bracket deck(3)It is made up of each two brackets and two blocks of small steel plates up and down And it is welded on anchor plate(2);Anchor plate(2)Prepared screw-bolt hole, bent cap(1)Threaded reinforcing bar is implanted on side, by anchor plate (2)With bent cap(1)Side is fixed after being close to using nut.
3. overhead cable formula according to claim 1 is without support bearing replacement operating platform, it is characterised in that:The gooseneck (5)It is to be welded by two channel-section steel spellings;Every gooseneck(5)Three hangers of upper setting(7), each hanger(7)Pass through anchor ear Mode is joined with bolts in gooseneck(5)On, hanger(7)The gooseneck of anchor ear both sides(5)On be welded with limited block(6); In anchor plate(2)Gooseneck near both sides of the edge(5)Corresponding position welded limiting block(6);Two-way bracket deck(3)Upper peace Equipped with caging bolt(4);Driving steel wire rope(10)And safety steel cable(11)Two ends set shackle(8), by shackle(8)Respectively with Gooseneck(5)The hanger of upper relevant position(7)Connection.
4. overhead cable formula support bearing replacement operating platform according to claim 1, it is characterised in that:Described traction is dynamic to be slided Wheel(13)Lower end is provided with metal knot that can be undone by a pull(14), two traction movable pulleys(13)Between with pulley lateral bracing connect(18), pulley Lateral bracing(18)Upper setting neck(19);Hanging basket(15)It is by hanging basket framework(16)And treadle of false work(17)It is assembled;Hang Hoop frame(16)It is welded by some hollow tubes, the front and rear brace that is provided with is bolted;Hanging basket framework(16)Bottom Place treadle of false work(17), hanging basket framework(16)Four column tops pass through metal knot that can be undone by a pull(14)With traction movable pulley(13)Even Connect;Fixed pulley(9)In gooseneck(5)It is upper to be joined with bolts by anchor ear form, hanging basket framework(16)Two ends set neck (19), pull rope(11)Two ends set metal knot that can be undone by a pull(14), by pull rope(12)Through fixed pulley(9), and by the metal at two ends Knot that can be undone by a pull(14)It is separately mounted to each self-corresponding neck(19)On.
CN201710583433.8A 2017-07-18 2017-07-18 Sliding cable type support-free support replacing operation platform Active CN107313360B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201710583433.8A CN107313360B (en) 2017-07-18 2017-07-18 Sliding cable type support-free support replacing operation platform

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Application Number Priority Date Filing Date Title
CN201710583433.8A CN107313360B (en) 2017-07-18 2017-07-18 Sliding cable type support-free support replacing operation platform

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CN107313360B CN107313360B (en) 2022-12-06

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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108824104A (en) * 2018-07-25 2018-11-16 中铁第五勘察设计院集团有限公司 A kind of suspension type rail traffic two-wire concrete pier girder system system
CN110042752A (en) * 2019-05-21 2019-07-23 中冶建工集团有限公司 A kind of bridge steel box girder bottom high altitude operation moving hanging basket and operating method
CN110469102A (en) * 2019-09-10 2019-11-19 江苏南通二建集团有限公司 A kind of high-altitude combined steel beam installs the operating platform and its construction method
CN110820564A (en) * 2019-10-15 2020-02-21 同济大学 Liftable and openable bent cap construction overhaul multipurpose platform
CN111794486A (en) * 2020-07-24 2020-10-20 曹妃甸港矿石码头股份有限公司 Novel loading building swing chute maintenance ladder and using method thereof
CN112682623A (en) * 2019-10-18 2021-04-20 江苏固泰建筑材料科技有限公司 Synthesize a steel corbel for gallows

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CN104631810A (en) * 2015-01-15 2015-05-20 中誉远发国际建设集团有限公司 High-altitude movable hanging basket system and construction method thereof
CN105155427A (en) * 2015-10-22 2015-12-16 江苏法尔胜缆索有限公司 Construction method for laying suspension bridge catwalk
CN207267966U (en) * 2017-07-18 2018-04-24 南昌大学 Overhead cable formula is without stent bearing replacement operating platform

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Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108824104A (en) * 2018-07-25 2018-11-16 中铁第五勘察设计院集团有限公司 A kind of suspension type rail traffic two-wire concrete pier girder system system
CN108824104B (en) * 2018-07-25 2023-07-25 中铁第五勘察设计院集团有限公司 Suspension type track traffic double-line concrete pier beam system
CN110042752A (en) * 2019-05-21 2019-07-23 中冶建工集团有限公司 A kind of bridge steel box girder bottom high altitude operation moving hanging basket and operating method
CN110042752B (en) * 2019-05-21 2024-03-12 中冶建工集团有限公司 Mobile hanging basket for aloft work at bottom of bridge steel box girder and operation method
CN110469102A (en) * 2019-09-10 2019-11-19 江苏南通二建集团有限公司 A kind of high-altitude combined steel beam installs the operating platform and its construction method
CN110469102B (en) * 2019-09-10 2024-05-07 江苏南通二建集团有限公司 High-altitude combined steel beam member installation operation platform and construction method thereof
CN110820564A (en) * 2019-10-15 2020-02-21 同济大学 Liftable and openable bent cap construction overhaul multipurpose platform
CN112682623A (en) * 2019-10-18 2021-04-20 江苏固泰建筑材料科技有限公司 Synthesize a steel corbel for gallows
CN111794486A (en) * 2020-07-24 2020-10-20 曹妃甸港矿石码头股份有限公司 Novel loading building swing chute maintenance ladder and using method thereof

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