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CN109722954A - A kind of track beam underground interval base installation mold and installation method thereof - Google Patents

A kind of track beam underground interval base installation mold and installation method thereof Download PDF

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Publication number
CN109722954A
CN109722954A CN201910144801.8A CN201910144801A CN109722954A CN 109722954 A CN109722954 A CN 109722954A CN 201910144801 A CN201910144801 A CN 201910144801A CN 109722954 A CN109722954 A CN 109722954A
Authority
CN
China
Prior art keywords
base
support
bracket
pedestal
underground section
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.)
Pending
Application number
CN201910144801.8A
Other languages
Chinese (zh)
Inventor
杜金鹏
殷枝荣
李光均
唐琪
谯志
谭业强
陈中竹
王俊
王欢
张宏
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Shanghai Civil Engineering Co Ltd of CREC
First Engineering Co Ltd of Shanghai Civil Engineering Co Ltd of CREC
Original Assignee
Shanghai Civil Engineering Co Ltd of CREC
First Engineering Co Ltd of Shanghai Civil Engineering Co Ltd of CREC
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Shanghai Civil Engineering Co Ltd of CREC, First Engineering Co Ltd of Shanghai Civil Engineering Co Ltd of CREC filed Critical Shanghai Civil Engineering Co Ltd of CREC
Priority to CN201910144801.8A priority Critical patent/CN109722954A/en
Publication of CN109722954A publication Critical patent/CN109722954A/en
Pending legal-status Critical Current

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Abstract

The invention discloses a kind of track girder underground section pedestal installation clamping fixture and its installation methods, comprising: steel plate;Bracket is connect with the top of steel plate;Crossbeam, setting is in the bracket near portion;Supporting beam is connect with crossbeam;Pedestal bottom plate is connect with supporting beam;The lower end of pedestal extends to the lower part of bracket;The under-filled of bracket has concrete, keeps pedestal installation accurate, convenient, fast, significantly reduces the quality risk in construction.

Description

A kind of track girder underground section pedestal installation clamping fixture and its installation method
Technical field
The invention belongs to urban rail transit construction technical field more particularly to a kind of track girder underground section pedestal installation clamping fixtures And its installation method.
Background technique
In the implementation of the present invention, the inventor finds that the existing technology has at least the following problems:
For the section pedestal installation of Straddle type monorail PC track girder underground, position and elevation code requirement are high, if It does not use installation clamping fixture construction that will cause biggish deviation, influences later period PC erection of track beam.
Summary of the invention
Technical problem to be solved by the invention is to provide one kind to keep pedestal installation accurate, convenient, fast, greatly reduces The track girder underground section pedestal installation clamping fixture and its installation method of quality risk in construction.
In order to solve the above-mentioned technical problem, the technical scheme adopted by the invention is that: a kind of track girder underground section pedestal Installation clamping fixture, comprising:
Steel plate;
Bracket is connect with the top of the steel plate;
Crossbeam is arranged near the mid-stent;
Supporting beam is connect with the crossbeam;
Pedestal bottom plate is connect with the supporting beam;
Anchor case is connect with the bottom of the pedestal bottom plate, and the lower end of the anchor case extends to the lower part of the bracket;It is described The under-filled of bracket has concrete.
The bracket is square frame-shaped, and the bracket is respectively provided with a supporting beam, the supporting beam of two sides at two side positions The both ends of the pedestal bottom plate are supported respectively.
Leveling bolt is additionally provided in the supporting beam, the leveling bolt is threadedly engaged with the supporting beam, the leveling The end of bolt is contacted with the pedestal bottom plate.
The vertical crossbeam of the supporting beam.
The steel plate bottom is equipped with dowel.
Two groups of pedestals are equipped in one bracket.
The steel plate and the dowel weld.
One pedestal is set there are four anchor case, and four anchor casees are located on the quadrangle of the pedestal.
The installation method of above-mentioned track girder underground section pedestal installation clamping fixture, includes the following steps:
1) blinding layer pre-embedded steel slab and dowel, pre-embedded steel slab top and bracket weld;
2) by beam welding on bracket;
3) supporting beam is welded on crossbeam;
4) bracket is welded on pre-embedded steel slab;
5) pedestal is lifted on bracket;
6) pedestal is mounted in supporting beam by leveling bolt, pedestal elevation is adjusted by leveling bolt;
7) after pedestal is adjusted, by support and beam welding;
8) casting concrete.
A technical solution in above-mentioned technical proposal has the following advantages that or beneficial effect, and it is accurate that pedestal will be installed Property combine in mould, make pedestal installation it is accurate, convenient, fast, significantly reduce construction in quality risk;Simplify pedestal peace Process control is filled, work efficiency shortening in work progress is made to be conducive to construct;Extensively later period Straddle type monorail PC track girder can be suitable for by model The pedestal installation of underground section.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the track girder underground section pedestal installation clamping fixture provided in the embodiment of the present invention;
Fig. 2 is the side view of the track girder underground section pedestal installation clamping fixture of Fig. 1;
Fig. 3 is the A-A cross-sectional view of the track girder underground section pedestal installation clamping fixture of Fig. 1;
Fig. 4 is the B-B cross-sectional view of the track girder underground section pedestal installation clamping fixture of Fig. 1;
Label in above-mentioned figure is equal are as follows: 1, steel plate, 2, dowel, 3, bracket, 4, crossbeam, 5, pedestal bottom plate, 6, anchor case, 7, tune Flat bolt, 8, supporting beam.
Specific embodiment
To make the object, technical solutions and advantages of the present invention clearer, below in conjunction with attached drawing to embodiment party of the present invention Formula is described in further detail.
Referring to Fig. 1-4, a kind of track girder underground section pedestal installation clamping fixture, comprising:
Steel plate;
Bracket is connect with the top of steel plate;
Crossbeam, setting is in the bracket near portion;
Supporting beam is connect with crossbeam;
Pedestal bottom plate is connect with supporting beam;
The lower end of pedestal extends to the lower part of bracket;The under-filled of bracket has concrete.
Bracket is square frame-shaped, and bracket is respectively provided with a supporting beam at two side positions, and the supporting beam of two sides supports respectively The both ends of pedestal bottom plate.
Leveling bolt is additionally provided in supporting beam, leveling bolt is threadedly engaged with supporting beam, the end of leveling bolt and pedestal Contacts baseplate.
Supporting beam vertical crossbeams;Support and beam welding.
Steel plate bottom is equipped with dowel.
Two groups of pedestals are equipped in one bracket.
Steel plate and dowel weld.
One pedestal is set there are four anchor case, and four anchor casees are located on the quadrangle of the pedestal.
The pre-buried 2cm thick steel plate of blinding layer and diameter 16mm dowel, pre-embedded steel slab top and channel steel bracket weld solid Fixed, channel steel bracket is chan frame according to base plate dimensioned, and chan frame can pass through reinforcement welding fixed pedestal.
The installation method of the track girder underground section pedestal installation clamping fixture, includes the following steps:
1) blinding layer pre-embedded steel slab and dowel, pre-embedded steel slab top and bracket weld;2) by beam welding on bracket; 3) supporting beam is welded on crossbeam;4) bracket is welded on the reinforcing bar of track girder;
5) support and pedestal bottom plate are welded;6) pedestal bottom plate is mounted in supporting beam by leveling bolt, passes through tune Flat bolt adjusts pedestal bottom plate;7) after pedestal bottom plate is adjusted, by support and beam welding;8) casting concrete.
Since the Straddle type monorail PC track girder country has just started, the later period can largely be applied to urban track traffic, this Scheme can provide technical support for construction later.
After above-mentioned scheme, accuracy will be installed for pedestal and combine in mould, and make pedestal installation accurately, conveniently, fastly Victory significantly reduces the quality risk in construction;The control of pedestal installation process is simplified, there is work efficiency shortening in work progress Conducive to construction;Extensively the section pedestal installation of later period Straddle type monorail PC track girder underground can be suitable for by model.
The present invention is exemplarily described above in conjunction with attached drawing, it is clear that the present invention implements not by aforesaid way Limitation, as long as the improvement for the various unsubstantialities that the inventive concept and technical scheme of the present invention carry out is used, or without changing It is within the scope of the present invention into the conception and technical scheme of the invention are directly applied to other occasions.

Claims (9)

1.一种轨道梁地下区间基座安装胎具,其特征在于,具有:1. a track beam underground interval base installation tire, is characterized in that, has: 钢板;steel plate; 支架,与所述钢板的上部连接;a bracket, connected with the upper part of the steel plate; 横梁,设置在所述支架中部附近;a beam, arranged near the middle of the bracket; 支撑梁,与所述横梁连接;a support beam, connected with the beam; 基座底板,与所述支撑梁连接;a base bottom plate, connected with the support beam; 支座,与所述基座底板的底部连接,所述支座的下端延伸到所述支架的下部;所述支架的下部填充有混凝土。The support is connected with the bottom of the base bottom plate, and the lower end of the support extends to the lower part of the support; the lower part of the support is filled with concrete. 2.如权利要求1所述的轨道梁地下区间基座安装胎具,其特征在于,所述支架为方框形,所述支架靠近两侧位置处各设有一个支撑梁,两侧的支撑梁分别支撑所述基座底板的两端。2. The track beam underground section base installation tire tool as claimed in claim 1, wherein the bracket is a box shape, and the bracket is provided with a support beam near the positions on both sides, and the support on both sides is provided with a support beam. The beams respectively support both ends of the base plate. 3.如权利要求2所述的轨道梁地下区间基座安装胎具,其特征在于,所述支撑梁上还设有调平螺栓,所述调平螺栓与所述支撑梁螺纹配合,所述调平螺栓的端部与所述基座底板接触。3. The track beam underground section base installation tool according to claim 2, wherein the support beam is further provided with leveling bolts, the leveling bolts are threadedly matched with the support beams, and the support beams are threaded. The ends of the leveling bolts are in contact with the base plate. 4.如权利要求3所述的轨道梁地下区间基座安装胎具,其特征在于,所述支撑梁垂直所述横梁;所述支座与所述横梁焊接。4 . The base mounting tool for the underground section of the track beam according to claim 3 , wherein the support beam is perpendicular to the beam; the support is welded to the beam. 5 . 5.如权利要求4所述的轨道梁地下区间基座安装胎具,其特征在于,所述钢板底部设有锚筋。5 . The base mounting tool for the underground section of the track beam according to claim 4 , wherein the bottom of the steel plate is provided with anchor bars. 6 . 6.如权利要求5所述的轨道梁地下区间基座安装胎具,其特征在于,一个支架内设有两组基座底板和支座。6 . The base mounting tool for the underground section of the track beam according to claim 5 , wherein two sets of base plates and supports are arranged in one bracket. 7 . 7.如权利要求6所述的轨道梁地下区间基座安装胎具,其特征在于,所述钢板与所述锚筋焊接。7 . The track beam underground section base mounting mold according to claim 6 , wherein the steel plate and the anchor rib are welded. 8 . 8.如权利要求7所述的轨道梁地下区间基座安装胎具,其特征在于,一个基座底板上设有四个锚箱,四个锚箱分别位于所述基座底板的四角上。8 . The base mounting mold for the underground section of the track beam according to claim 7 , wherein four anchor boxes are provided on one base bottom plate, and the four anchor boxes are respectively located on the four corners of the base bottom plate. 9 . 9.一种如权利要求3-8任一所述的轨道梁地下区间基座安装胎具的安装方法,其特征在于,包括如下步骤:9. A method for installing a tire tool for an underground section base of a track beam as described in any one of claims 3-8, characterized in that, comprising the steps: 1)基础垫层预埋钢板及锚筋,预埋钢板上部与支架焊接;1) Pre-embedded steel plates and anchor bars in the foundation cushion, and the upper part of the pre-embedded steel plates is welded to the bracket; 2)将横梁焊接在支架上;2) Weld the beam on the bracket; 3)将支撑梁焊接在横梁上;3) Weld the support beam on the beam; 4)将支架焊接在预埋钢板上;4) Weld the bracket on the embedded steel plate; 5)将基座吊装在支架上;5) Hang the base on the bracket; 6)将基座通过调平螺栓安装在支撑梁上,通过调平螺栓调整基座高程;6) Install the base on the support beam through the leveling bolts, and adjust the elevation of the base through the leveling bolts; 7)基座调整好后,将支座与横梁焊接;7) After the base is adjusted, weld the support to the beam; 8)浇筑混凝土。8) Pour concrete.
CN201910144801.8A 2019-02-27 2019-02-27 A kind of track beam underground interval base installation mold and installation method thereof Pending CN109722954A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201910144801.8A CN109722954A (en) 2019-02-27 2019-02-27 A kind of track beam underground interval base installation mold and installation method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201910144801.8A CN109722954A (en) 2019-02-27 2019-02-27 A kind of track beam underground interval base installation mold and installation method thereof

Publications (1)

Publication Number Publication Date
CN109722954A true CN109722954A (en) 2019-05-07

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112211045A (en) * 2020-10-19 2021-01-12 中建八局广西建设有限公司 Base plate embedded structure of straddle type monorail traffic and construction method

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1343782A (en) * 1970-10-17 1974-01-16 Molyneux Eng Co Ltd Track rail assemblies
CN2426489Y (en) * 2000-06-07 2001-04-11 国营重庆重型铸锻厂 Single-track traffic PC rail beam cast steel supporter
CN202214674U (en) * 2011-08-25 2012-05-09 重庆新科建设工程有限公司 Straddle-type track traffic engineering support saddle anchoring box installation and adjusting device
KR20120073857A (en) * 2010-12-27 2012-07-05 유니슨이테크 주식회사 Constructing method of track beam structure for monorail using cradle
CN202755310U (en) * 2012-05-22 2013-02-27 北京交通大学 Flexible anchoring system for support
CN108374296A (en) * 2018-02-27 2018-08-07 中建五局土木工程有限公司 The construction method of straddle type monorail rail tracks installation
CN109024257A (en) * 2018-09-20 2018-12-18 重庆单轨交通工程有限责任公司 A kind of support anchoring bogey and straddle type monorail rail tracks pulling force support

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1343782A (en) * 1970-10-17 1974-01-16 Molyneux Eng Co Ltd Track rail assemblies
CN2426489Y (en) * 2000-06-07 2001-04-11 国营重庆重型铸锻厂 Single-track traffic PC rail beam cast steel supporter
KR20120073857A (en) * 2010-12-27 2012-07-05 유니슨이테크 주식회사 Constructing method of track beam structure for monorail using cradle
CN202214674U (en) * 2011-08-25 2012-05-09 重庆新科建设工程有限公司 Straddle-type track traffic engineering support saddle anchoring box installation and adjusting device
CN202755310U (en) * 2012-05-22 2013-02-27 北京交通大学 Flexible anchoring system for support
CN108374296A (en) * 2018-02-27 2018-08-07 中建五局土木工程有限公司 The construction method of straddle type monorail rail tracks installation
CN109024257A (en) * 2018-09-20 2018-12-18 重庆单轨交通工程有限责任公司 A kind of support anchoring bogey and straddle type monorail rail tracks pulling force support

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112211045A (en) * 2020-10-19 2021-01-12 中建八局广西建设有限公司 Base plate embedded structure of straddle type monorail traffic and construction method

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Application publication date: 20190507

RJ01 Rejection of invention patent application after publication