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 PDFInfo
- 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
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- base
- support
- bracket
- pedestal
- underground section
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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
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)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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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 |
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CN201910144801.8A CN109722954A (en) | 2019-02-27 | 2019-02-27 | A kind of track beam underground interval base installation mold and installation method thereof |
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Publication Number | Publication Date |
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CN109722954A true CN109722954A (en) | 2019-05-07 |
Family
ID=66300761
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CN201910144801.8A Pending CN109722954A (en) | 2019-02-27 | 2019-02-27 | A kind of track beam underground interval base installation mold and installation method thereof |
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Cited By (1)
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)
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 |
-
2019
- 2019-02-27 CN CN201910144801.8A patent/CN109722954A/en active Pending
Patent Citations (7)
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)
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 |
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