CN201762660U - Beam storing pedestal - Google Patents

Beam storing pedestal Download PDF

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Publication number
CN201762660U
CN201762660U CN 201020289127 CN201020289127U CN201762660U CN 201762660 U CN201762660 U CN 201762660U CN 201020289127 CN201020289127 CN 201020289127 CN 201020289127 U CN201020289127 U CN 201020289127U CN 201762660 U CN201762660 U CN 201762660U
Authority
CN
China
Prior art keywords
pile cap
pile
base body
apron
cap beams
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.)
Expired - Fee Related
Application number
CN 201020289127
Other languages
Chinese (zh)
Inventor
杨志安
徐冬青
杨金有
徐高山
周兵役
庞前凤
刘小东
杨本冉
李涛
陶威
张绪强
王丙吉
李正
陈森
郭文华
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.)
First Engineering Co Ltd of China Railway 22nd Bureau Group Co Ltd
China Railway 22nd Bureau Group Co Ltd
Original Assignee
First Engineering Co Ltd of China Railway 22nd Bureau Group Co Ltd
China Railway 22nd Bureau Group Co Ltd
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 First Engineering Co Ltd of China Railway 22nd Bureau Group Co Ltd, China Railway 22nd Bureau Group Co Ltd filed Critical First Engineering Co Ltd of China Railway 22nd Bureau Group Co Ltd
Priority to CN 201020289127 priority Critical patent/CN201762660U/en
Application granted granted Critical
Publication of CN201762660U publication Critical patent/CN201762660U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

A beam storing pedestal comprises pile foundations and two pile cap beams. The distance between the two pile cap beams matches with the length of a beam to be stored, the lower portions of the pile cap beams are sunken into a ground surface, and the pile foundations are arranged on the lower portions of the pile cap beams into a row. A cuboid foundation body is arranged on the lower portion of each pile cap beam, two supporting platforms extend out of the upper portion of the foundation body, and the two supporting platforms are symmetric to the central line of the cuboid foundation body in position. Transitional surfaces of the supporting platforms and the cuboid foundation bodies are inclined surfaces, the foundation bodies of the pile cap beams are sunk below the ground surface, and the supporting platforms extend to the upper portion of the ground surface. The beam storing pedestal is simple in structure, high in bearing capacity and difficult to deform, greatly improves bearing capacities of the pile cap beams by arranging a plurality of piles on the lower sides of the pile cap beams, can support a double-layer box girder if five piles are adopted to support the pile cap beams, and is compact in appearance and structure due to the fact that the pile foundations and the cuboid foundation bodies of the pile cap beams are all buried underground and only the supporting platforms are exposed on the ground surface.

Description

Deposit the beam pedestal
Technical field
The utility model relates to the manufacture technology field of high-speed railway bridge with the case beam, particularly relates to a kind of beam pedestal of depositing.
Background technology
In domestic special line for passenger trains, the development in an all-round way of inter-city rail transit engineering, what in the circuit there be bridge structure thing ratio reaches more than 70%, and simple supported box beam is subjected to extensive use in the bridge construction.
Because bridge construction proportion in high speed railway construction is big, often determining total duration of construction of a high-speed railway, directly affect the social benefit and the economic benefit of high speed railway construction.Particularly whole hole simple supported box beam ratio height in bridge construction, the making amount is big, is the control key of construction, how to improve system beam efficient, quality and quick system beam of prefabricated cycle of shortening, becomes everybody the common problem of paying close attention to.
The utility model content
The purpose of this utility model is at the problems referred to above, proposes a kind of beam pedestal of depositing, and it is simple in structure that this deposits the beam pedestal, supporting capacity by force, not yielding.
The technical solution of the utility model is: a kind of beam pedestal of depositing, contain pile foundation and two apron pieces, and distance between two apron pieces and the length coupling of waiting to deposit beam, ground is sunk in described apron piece bottom, and described pile foundation becomes a row to be arranged on the apron piece bottom.
Described apron piece bottom is the cuboid base body, and two brace tables are stretched out on the top of described base body, and the position of two brace tables is with respect to the center line symmetry of cuboid base body.
The transition face of described brace table and cuboid base body is the inclined-plane, and the base body of described apron piece sinks to underground, and described brace table extend out to top, ground.
Described pile foundation is four, be separately positioned on the apron piece two ends brace table under.
Described pile foundation is five, is distributed on the bottom of apron piece.
Described pile foundation is a pile tube, and the pile tube lower end is a conical head.
The beneficial effects of the utility model
It is of the present utility model that to deposit the beam pedestal simple in structure, supporting capacity by force, not yielding, by a plurality of pile tubes are set, improved the supporting capacity of apron piece greatly below apron piece, if adopt five these apron pieces of pile tube just can carry double-deck case beam.
This deposits the surface structure compactness of beam pedestal, and it is underground that the cuboid base body of its pile foundation and apron piece all buries the people, has only brace table to basset.
Description of drawings
Fig. 1 deposits the main TV structure schematic diagram of beam pedestal for this
Fig. 2 is one of left TV structure schematic diagram among Fig. 1
Fig. 3 be among Fig. 1 left TV structure schematic diagram two
Fig. 4 is the main TV structure schematic diagram of apron piece
Fig. 5 is the left TV structure schematic diagram of Fig. 4
The specific embodiment
Referring to Fig. 1-Fig. 5,1. apron pieces among the figure, 2. pile foundation, 3. underground soil layer, 4. part, 1-1. cuboid base body, 1-2. brace table, the 1-3. transition face of case beam.
Embodiment one: referring to Fig. 1, Fig. 2, Fig. 4, Fig. 5, a kind of beam pedestal (individual layer) of depositing contains pile foundation and two apron pieces, distance between two apron pieces and the length coupling of waiting to deposit beam, ground is sunk in described apron piece bottom, and described pile foundation becomes a row to be arranged on the apron piece bottom.Described apron piece bottom is the cuboid base body, and two brace tables are stretched out on the top of described base body, and the position of two brace tables is with respect to the center line symmetry of cuboid base body.The transition face of described brace table and cuboid base body is the inclined-plane, and the base body of described apron piece sinks to underground, and described brace table extend out to top, ground.Described pile foundation is four, be separately positioned on the apron piece two ends brace table under.Described pile foundation is a pile tube, and the pile tube lower end is a conical head.
Embodiment two: referring to Fig. 1, Fig. 3, Fig. 4, Fig. 5, a kind of beam pedestal (bilayer) of depositing contains pile foundation and two apron pieces, distance between two apron pieces and the length coupling of waiting to deposit beam, ground is sunk in described apron piece bottom, and described pile foundation becomes a row to be arranged on the apron piece bottom.Described apron piece bottom is the cuboid base body, and two brace tables are stretched out on the top of described base body, and the position of two brace tables is with respect to the center line symmetry of cuboid base body.The transition face of described brace table and cuboid base body is the inclined-plane, and the base body of described apron piece sinks to underground, and described brace table extend out to top, ground.Described pile foundation is five, is distributed on the bottom of apron piece.Described pile foundation is a pile tube, and the pile tube lower end is a conical head.

Claims (6)

1. deposit the beam pedestal for one kind, contain pile foundation and two apron pieces, distance between two apron pieces and the length coupling of waiting to deposit beam, it is characterized in that: ground is sunk in described apron piece bottom, and described pile foundation becomes a row to be arranged on the apron piece bottom.
2. the beam pedestal of depositing according to claim 1 is characterized in that: described apron piece bottom is the cuboid base body, and two brace tables are stretched out on the top of described base body, and the position of two brace tables is with respect to the center line symmetry of cuboid base body.
3. the beam pedestal of depositing according to claim 2 is characterized in that: the transition face of described brace table and cuboid base body is the inclined-plane, and the base body of described apron piece sinks to underground, and described brace table extend out to top, ground.
4. the beam pedestal of depositing according to claim 1, it is characterized in that: described pile foundation is four, be separately positioned on the apron piece two ends brace table under.
5. the beam pedestal of depositing according to claim 1, it is characterized in that: described pile foundation is five, is distributed on the bottom of apron piece.
6. according to the described beam pedestal of depositing of the arbitrary claim of claim 1-5, it is characterized in that: described pile foundation is a pile tube, and the pile tube lower end is a conical head.
CN 201020289127 2010-08-12 2010-08-12 Beam storing pedestal Expired - Fee Related CN201762660U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201020289127 CN201762660U (en) 2010-08-12 2010-08-12 Beam storing pedestal

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201020289127 CN201762660U (en) 2010-08-12 2010-08-12 Beam storing pedestal

Publications (1)

Publication Number Publication Date
CN201762660U true CN201762660U (en) 2011-03-16

Family

ID=43715271

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201020289127 Expired - Fee Related CN201762660U (en) 2010-08-12 2010-08-12 Beam storing pedestal

Country Status (1)

Country Link
CN (1) CN201762660U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103669923A (en) * 2013-12-23 2014-03-26 中铁五局集团贵州工程有限公司 Hole pile foundation simply-supported structure beam storage platform base shared by various beams and installing method
CN108468346A (en) * 2018-05-18 2018-08-31 浙江交工集团股份有限公司 Base-supporting pedestal and its application method for the storage of bridge prefabrication column
CN108951705A (en) * 2018-07-10 2018-12-07 中铁十局集团第二工程有限公司 One kind depositing beam Precasting Pedestal Construction method

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103669923A (en) * 2013-12-23 2014-03-26 中铁五局集团贵州工程有限公司 Hole pile foundation simply-supported structure beam storage platform base shared by various beams and installing method
CN108468346A (en) * 2018-05-18 2018-08-31 浙江交工集团股份有限公司 Base-supporting pedestal and its application method for the storage of bridge prefabrication column
CN108951705A (en) * 2018-07-10 2018-12-07 中铁十局集团第二工程有限公司 One kind depositing beam Precasting Pedestal Construction method

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Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20110316

Termination date: 20190812