CN106192771B - A kind of steel truss support and method for dismounting of pier cap beam construction - Google Patents

A kind of steel truss support and method for dismounting of pier cap beam construction Download PDF

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Publication number
CN106192771B
CN106192771B CN201610837349.XA CN201610837349A CN106192771B CN 106192771 B CN106192771 B CN 106192771B CN 201610837349 A CN201610837349 A CN 201610837349A CN 106192771 B CN106192771 B CN 106192771B
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iron
platform
bridle iron
bridle
steel
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CN106192771A (en
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陈国民
曾高全
郎欢
李涛
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China Metallurgical Construction Engineering Group Co Ltd
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China Metallurgical Construction Engineering Group Co Ltd
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    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D21/00Methods or apparatus specially adapted for erecting or assembling 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
    • E01D19/02Piers; Abutments ; Protecting same against drifting ice

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

Abstract

The invention discloses the steel truss support method of pier cap beam construction, and rod iron is penetrated in the preformed hole that performance of concrete column confined top is formed;Bridle iron, the mounting platform elevation and subsidence regulating device on bridle iron are installed at rod iron both ends;Carrying steel girder platform is set in lifting platform regulating device;Cushion block, set shaped steel formwork are set on carrying steel girder platform, casting concrete then forms the concrete bent cap of bridge pier;During dismounting, lifting platform regulating device is first subjected to step-down operation to turn down height;Remove set shaped steel formwork;According to the reverse order of installation, remove successively.The method of the present invention, the activity time of pier cap beam construction can be shortened, it is ensured that the quick formation of the steel truss support of pier cap beam construction, improves the working security of support system, realize the stabilization of pier cap beam template, ensure the closely knit quality technology effect of bent cap concrete placings.During dismounting, removed according to the reverse order of installation, the disassembling section time can be greatly shortened, improve the security of disassembling section.

Description

A kind of steel truss support and method for dismounting of pier cap beam construction
Technical field
The present invention relates to the steel truss support and method for dismounting of a kind of construction of pier cap beam, more particularly to a kind of pier cap beam The steel truss support and method for dismounting of construction.
Background technology
The steel truss support and method for dismounting of traditional pier cap beam construction, are typically after performance of concrete column confined is formed, in pier The hole reserved on column penetrates shaped steel or rod iron and forms steel truss support point, is directly spread after transverse lap I-steel on its supporting point Small steel plate installation jack, be symmetrically installed contact steel truss formation Coping Construction platform;In construction, the rod iron of installation occurs Rotation, is not easy to keep balance, welding connection need to be carried out to the contact portion of contact I-steel and small steel plate, even to I-steel Welding is carried out in the lump with rod iron to be connected;When unbalance change occurs for the steel truss construction platform load of formation, steel truss is supporting The unsafe condition of longitudinal and transverse two directions offset occurs on point rod iron;It is unfavorable for the assembling and disassembling of steel truss, and makees in high-altitude The activity time of industry is longer, and work efficiency is low, is unfavorable in the Pier Formwork installation of pier cap beam and concrete formation pouring construction; This be mainly pier cap beam construction steel truss support construction technology and method need to improve.Using improved pier cap beam The steel truss support construction technology and method of construction, can shorten the activity time of pier cap beam construction, it is ensured that pier cap beam is constructed Steel truss support quick formation, improve the working security of support system, realize the stabilization of pier cap beam template, ensure lid The closely knit quality technology effect of beam concrete placings.
The content of the invention
For above-mentioned deficiency existing in the prior art, the present invention provides a kind of steel truss support of pier cap beam construction Construction technology, it is easily designed and construction pier cap beam construction steel truss support construction technology improved method.
In order to solve the above-mentioned technical problem, present invention employs following technical solution;A kind of steel truss of pier cap beam construction The construction method of frame support, includes the following steps:
(1)According to technological requirement, after performance of concrete column confined pours, preformed hole is formed on performance of concrete column confined top;Reserved Rod iron is penetrated in hole;
(2)According to technological requirement, bridle iron is symmetrically installed at rod iron both ends, lifting platform tune is symmetrically installed on bridle iron Regulating device;Lifting platform regulating device is the height that can be lifted to adjust platform;
(3)According to technological requirement, carrying steel girder platform is set in lifting platform regulating device, carries steel girder platform It is supported in the lifting platform regulating device of two adjacent performance of concrete column confined;Cushion block is set on carrying steel girder platform, Set shaped steel formwork is installed, casting concrete then forms the bent cap of bridge pier on cushion block.
(4)Concrete bent cap, it is necessary to when removing, carries out as steps described below after concrete strength reaches:First by steel The left and right two lifting platform regulating devices installed on bearing carry out step-down operation, turn down the height of platform;Then, according to work Skill requires to remove set shaped steel formwork;Afterwards, according to the reverse order of installation, remove successively cushion block, remove carrying steel girder platform, Remove the rod iron in bridle iron and preformed hole.
Further feature is:Bridle iron is connected on bridle iron sleeve, or bridle iron sleeve, steel are set on bridle iron Support base sleeve barrel is sleeved on rod iron;Several steel bushing trip bolt holes have been disposed radially on bridle iron sleeve, have been fastened in steel bushing Screw is screwed into screw hole, the front end of screw is tight against on the lateral surface of rod iron.
Compared with prior art, the method for the present invention has the following advantages that:
1st, the steel truss support construction method of the improved pier cap beam construction of the present invention, can shorten pier cap beam construction Activity time, it is ensured that the quick formation of the steel truss support of pier cap beam construction, improves the working security of support system, realize The stabilization of pier cap beam template, ensures the closely knit quality technology effect of bent cap concrete placings.
2nd, it can meet the needs of different shape pier stud condition and reserved bearing duct form, enrich existing bridge coping and apply Work scheme engineering legislation.
When the 3rd, dismantling, removed according to the reverse order of installation, the disassembling section time can be greatly shortened, shorten working at height Activity time, improve the security of disassembling section.
Brief description of the drawings
Fig. 1 is the supporting structure schematic diagram of method for supporting of the present invention;
Fig. 2 coordinates mounting structure schematic diagram for bridle iron and rod iron;
Fig. 3 is bridle iron, rod iron and bridge pier column coordinate mounting structure schematic diagram;
Fig. 4 is bridle iron, rod iron and bridge pier column coordinate mounting structure sectional view.
In attached drawing:1-bridge pier column, 2-bridle iron, 3-lifting platform regulating device, 4-carrying steel truss are put down Platform, 5-cushion block, 6-set shaped steel formwork, 7-bent cap, 8-bridle iron sleeve, 9-rod iron, 10-steel bushing trip bolt hole, 11-screw, ribbed panel under 12-bridle iron, 13-steel bushing of curved plate, 14-bridle iron platform 15-arc-shaped steel of ribbed panel Plate ribbed panel.
Embodiment
The present invention is described in further detail with reference to the accompanying drawings and detailed description.A kind of pier cap beam construction Steel truss support and method for dismounting, include the following steps:
(1)According to technological requirement, after performance of concrete column confined 1 pours, preformed hole is formed on 1 top of performance of concrete column confined;Mixed Rod iron 9 is penetrated in the preformed hole of solidifying knoll column 1;
(2)According to technological requirement, bridle iron 2 is symmetrically installed at rod iron both ends, lifting platform is symmetrically installed on bridle iron 2 Regulating device 3;Bridle iron 2 is the steel structure support that can bear weight, and lifting platform regulating device 3 can lift, by gas Move, surge or mechanical device etc. is lifted, to adjust the height of platform;
(3)According to technological requirement, carrying steel girder platform 4 is set in lifting platform regulating device 3, carrying steel truss is put down Platform 4 is supported in the lifting platform regulating device 3 of two adjacent performance of concrete column confined 1;Adjust as needed one or more flat Platform elevation and subsidence regulating device 3 carries the height or levelness of steel girder platform 4 to adjust;Pad is set on carrying steel girder platform 4 Block 5, installs set shaped steel formwork 6 on cushion block 5, and casting concrete then forms the bent cap 7 of bridge pier.It is energy to carry steel girder platform 4 The steel structure support of weight is enough born, cushion block 5 is evenly arranged on carrying steel girder platform 4, and set shaped steel formwork 6 is according to bridge pier The shape of bent cap 7(Structure)Set, the casting concrete in the cavity that set shaped steel formwork 6 is formed, technique is met after dry It is required that bent cap 7.
(4)The concrete bent cap 7 of formation, it is necessary to when removing, carries out by the following method after concrete strength reaches:It is first The lifting platform regulating device 3 of left and right two being symmetrically installed on bridle iron is first subjected to step-down operation, the height of platform is turned down, makes Set shaped steel formwork 6 is separated from or loosens with bent cap 7;Then, set shaped steel formwork 6 is removed according to technological requirement or the prior art;Most Afterwards, according to the reverse order of installation, cushion block 5 is removed successively, carrying steel girder platform 4 is removed, removes in bridle iron 2 and preformed hole Rod iron 9.
The lower end of bridle iron 2 is supported on rod iron 9, its side is engaged with the lateral surface of performance of concrete column confined 1, in order to prevent Bridle iron 2 produces inclination, and the present invention further improves bridle iron 2 as follows:The riser medial surface and performance of concrete column confined of bridle iron 2 1 lateral surface is identical arc-shaped curved surface, and mating surface between the two designs for matched arc-shaped curved surface, can prevent bridle iron 2 inclination, and can be close together;In addition, for ensure connection 2 positioning correcting of bridle iron and install convenient, bridle iron 2 with Designed and produced between rod iron 9 using the carrying of 8 form of bridle iron sleeve, bridle iron 2 is connected on bridle iron sleeve 8, or steel branch Cover for seat cylinder 8 makes into a single integrated structure with bridle iron 2(Bridle iron sleeve 8 is set on bridle iron 2), bridle iron sleeve 8 is sleeved on steel On rod 9, while several steel bushing trip bolt holes 10 are radially designed with bridle iron sleeve 8, in steel bushing trip bolt hole It is screwed into screw 11 in 10, the front end of screw 11 is tight against on the lateral surface of rod iron 9, bridle iron 2 and rod iron 9 that just can be when mounted Between fastening combine, and the overall cambered design due to riser of bridle iron 2 and bridge pier surface fit closely it is anti-incline, formed surely Fixed, complete steel truss support system.
As shown in Figure 2,3, bridle iron 2 is provided with bridle iron curved plate 12, passes through bridle iron curved plate 12 and coagulation 1 lateral surface of knoll column is engaged, and mating surface between the two is identical arc;Set under steel bushing and add on bridle iron sleeve 8 Floor 13, bridle iron platform ribbed panel 14, can also be in the steel branch of bridle iron 2 to improve the strength and stiffness of bridle iron sleeve 8 12 outer surface of seat curved plate sets curved plate ribbed panel 15, to improve its strength and stiffness.
The steel truss support construction technology and method constructed using improved pier cap beam, can shorten pier cap beam construction Activity time, it is ensured that the quick formation of the steel truss support of pier cap beam construction, improves the working security of support system, real The stabilization of existing pier cap beam template, ensures the closely knit quality technology effect of bent cap concrete placings.Its technological process is as follows:
(1)Erection sequence:1. performance of concrete column confined 1 pour to be formed → 2. penetrate steel in 1 top preformed hole of performance of concrete column confined Rod 9 → being 3. symmetrically installed bridle iron 2, bridle iron sleeve 8 at 9 both ends of rod iron → is 4. symmetrically installed lifting platform tune on bridle iron Regulating device 3 → 5. in lifting platform regulating device 3 installation carrying steel girder platform 4 → 6. on carrying steel girder platform 4 Cloth cushion block 5 → 7. installs the casting concrete of set shaped steel formwork 6 → 8. on cushion block 5 and then forms the bent cap 7 of bridge pier.
(2)Dismounting order:1. 7 concrete strength of concrete bent cap formed reaches → 2. to being symmetrically installed on bridle iron Lifting platform regulating device 3, which turns down height → 3. remove set shaped steel formwork 6 → and 4. removes cushion block 5 → 5. remove carrying steel truss, puts down Platform 4 → 6. removes the rod iron 9 in bridle iron 2 and preformed hole.
The steel truss support construction technology and method of a kind of pier cap beam construction, can shorten pier cap beam construction Activity time, it is ensured that the quick formation of the steel truss support of pier cap beam construction, improves the working security of support system, realize The stabilization of pier cap beam template, ensures the closely knit quality technology effect of bent cap concrete placings.Also can be according to meeting different shape pier stud The needs of condition and reserved bearing duct form, enrich existing bridge coping arrangement and method for construction engineering legislation.
The above embodiments are merely illustrative of the technical solutions of the present invention and it is unrestricted, although with reference to preferred embodiment to this hair It is bright to be described in detail, it will be understood by those of ordinary skill in the art that, it can modify to technical scheme Or equivalent substitution, without departing from the objective and scope of technical solution of the present invention, it should all cover the claim in the present invention Among scope.

Claims (1)

1. a kind of steel truss support and method for dismounting of pier cap beam construction, it is characterised in that include the following steps:
(1)According to technological requirement, after performance of concrete column confined pours, preformed hole is formed on performance of concrete column confined top;In preformed hole Penetrate rod iron;
(2)According to technological requirement, bridle iron is symmetrically installed at rod iron both ends, lifting platform is symmetrically installed on bridle iron and adjusts dress Put;Lifting platform regulating device can be lifted to adjust the height of platform;
Bridle iron is connected on bridle iron sleeve, or bridle iron sleeve is set on bridle iron, and bridle iron sleeve is sleeved on rod iron; Several steel bushing trip bolt holes have been disposed radially on bridle iron sleeve, screw, spiral shell are screwed into steel bushing trip bolt hole The front end of nail is tight against on the lateral surface of rod iron;
The riser medial surface of bridle iron is identical arc-shaped curved surface with performance of concrete column confined lateral surface;
(3)According to technological requirement, carrying steel girder platform, carrying steel girder platform support are set in lifting platform regulating device In the lifting platform regulating device of two adjacent performance of concrete column confined;Cushion block is set on carrying steel girder platform, in cushion block Upper installation set shaped steel formwork, casting concrete then form the bent cap of bridge pier;
(4)Concrete bent cap, it is necessary to when removing, carries out as steps described below after concrete strength reaches:First by bridle iron Left and right two lifting platform regulating devices of upper installation carry out step-down operation, turn down the height of platform;Then, will according to technique Seek dismounting set shaped steel formwork;Afterwards, according to the reverse order of installation, cushion block is removed successively, carrying steel girder platform is removed, removes Rod iron in bridle iron and preformed hole.
CN201610837349.XA 2016-09-21 2016-09-21 A kind of steel truss support and method for dismounting of pier cap beam construction Active CN106192771B (en)

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CN107653781A (en) * 2017-09-20 2018-02-02 龙元建设集团股份有限公司 Big steel pipe truss and construction method for bent cap cast-in-place construction
CN109024298B (en) * 2018-08-27 2021-02-12 中铁四局集团市政工程有限公司 Capping beam construction method
CN111379199B (en) * 2020-03-30 2021-08-03 中铁二院工程集团有限责任公司 Construction device, construction system and construction method for void pile plate structure
CN111893897B (en) * 2020-08-13 2022-05-24 中国水利水电第八工程局有限公司 Supporting device for bridge capping beam construction and bridge capping beam construction method
CN115233562A (en) * 2022-08-22 2022-10-25 中国十九冶集团有限公司 Formwork supporting system for pouring of highway bridge engineering cover beam and construction method

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Publication number Priority date Publication date Assignee Title
CN102234982A (en) * 2011-05-10 2011-11-09 吴江市明港道桥工程有限公司 Circular pier capping beam supporting device
KR20120034187A (en) * 2012-03-21 2012-04-10 원대연 Constrution methoed for prestressed composite truss girder using steel truss member
CN202359506U (en) * 2011-12-15 2012-08-01 中交四航局第一工程有限公司 Double hoop supporting system for pier column capping beam
CN204510005U (en) * 2015-01-20 2015-07-29 中国建筑第七工程局有限公司 A kind of Coping Construction operating platform
CN204919347U (en) * 2015-08-07 2015-12-30 山西四建集团有限公司 Iron wedge support system with adjustable pier is accepted bent cap construction and is used
CN105369745A (en) * 2014-08-26 2016-03-02 葛洲坝集团第五工程有限公司 Bridge support exchanging and lifting reaction frame
CN105735149A (en) * 2016-03-04 2016-07-06 中交路桥(北京)科技有限公司 Bridge jacking counter-force device suitable for narrow and small space between beam bottom and cover beam

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102234982A (en) * 2011-05-10 2011-11-09 吴江市明港道桥工程有限公司 Circular pier capping beam supporting device
CN202359506U (en) * 2011-12-15 2012-08-01 中交四航局第一工程有限公司 Double hoop supporting system for pier column capping beam
KR20120034187A (en) * 2012-03-21 2012-04-10 원대연 Constrution methoed for prestressed composite truss girder using steel truss member
CN105369745A (en) * 2014-08-26 2016-03-02 葛洲坝集团第五工程有限公司 Bridge support exchanging and lifting reaction frame
CN204510005U (en) * 2015-01-20 2015-07-29 中国建筑第七工程局有限公司 A kind of Coping Construction operating platform
CN204919347U (en) * 2015-08-07 2015-12-30 山西四建集团有限公司 Iron wedge support system with adjustable pier is accepted bent cap construction and is used
CN105735149A (en) * 2016-03-04 2016-07-06 中交路桥(北京)科技有限公司 Bridge jacking counter-force device suitable for narrow and small space between beam bottom and cover beam

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