CN203654815U - Multi-beam-typed shared hole pile foundation simply support structure deposit beam pedestal - Google Patents

Multi-beam-typed shared hole pile foundation simply support structure deposit beam pedestal Download PDF

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Publication number
CN203654815U
CN203654815U CN201320852357.3U CN201320852357U CN203654815U CN 203654815 U CN203654815 U CN 203654815U CN 201320852357 U CN201320852357 U CN 201320852357U CN 203654815 U CN203654815 U CN 203654815U
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China
Prior art keywords
pedestal
deposit
deposited
bearing plate
pile foundation
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CN201320852357.3U
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Chinese (zh)
Inventor
苟祖宽
廖勇
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China Railway No 5 Engineering Group Co Ltd
Guizhou Engineering Co Ltd of China Railway No 5 Engineering Group Co Ltd
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China Railway No 5 Engineering Group Co Ltd
Guizhou Engineering Co Ltd of China Railway No 5 Engineering Group Co Ltd
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Priority to CN201320852357.3U priority Critical patent/CN203654815U/en
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Abstract

The utility model discloses a multi-beam-typed shared hole pile foundation simply support structure deposit beam pedestal used in a precast beam field. The deposit beam pedestal comprises that two piles(1) are arranged under every horizontal deposit beam fulcrum of the pedestal and a rubber bearing plate (2) is arranged on the piles (1). A deposit beam pedestal (3) is arranged on the rubber bearing plate. Rubber bearing plates (4) are arranged on the deposit beam pedestal and a precast beam is arranged on the rubber bearing plate (4). The multi-beam-typed deposit beam pedestal based on shared piles with simply support structure successfully solves a technical problem that single beam type pedestals are short in deposit time due to multiple beam types and intertwined order of frame making beams; by application of the deposit beam pedestal, deposit beam field and capital investment are saved effectively.

Description

A kind of many beams type common hole pile foundation freely supported structure is deposited beam pedestal
Technical field
The utility model relates to a kind of many beams type common hole pile foundation freely supported structure adopting in precast beam field and deposits beam pedestal.
Background technology
Beam abutment design is deposited in precast beam field, and conventional method is that each depositing under beam fulcrum arranges one or more stake, and beam body weight directly vertically passes to bottom pile foundation.General precast beam field, the Prefabricated bar type of bearing is fewer, and the beam pedestal of depositing of every kind of beam type is all independent design.When the Prefabricated bar type that precast beam field is born more, it is inconsistent that various beam types are deposited beam fulcrum horizontal spacing, and it is interlaced to make the order of setting a roof beam in place, and single beam type is deposited the beam time in short-term, adopt conventional method to increase and deposit beam pedestal quantity, increase beam field land area, cost is higher.
Summary of the invention
The technical problems to be solved in the utility model is: provide a kind of many beams type common hole pile foundation freely supported structure adopting in precast beam field to deposit beam pedestal, to adapt in precast beam field due to the more demand of beam type, overcome depositing that conventional method exists beam pedestal quantity be many, floor space greatly, the deficiency of high in cost of production.
The utility model is by the following technical solutions: the every end of pedestal is laterally deposited under beam fulcrum and arranged two root hole stakes, places on neoprene bearing plate rubber support plate and arrange and deposit Liang Tai in the stake of hole, places neoprene bearing plate depositing on Liang Tai, places precast beam at neoprene bearing plate.
Depositing Liang Tai is simple beam structure.
Simply supported beam is deposited Liang Taike and is adopted steel work, prestressed reinforced concrete construction or ordinary reinforced concrete structure.。
Laterally deposit beam length of support, i.e. the horizontal spacing of neoprene bearing plate, changes according to the difference of different beam type bearing horizontal spacings.Freely supported structure is deposited Liang Tai and is met and deposit precast beam place and bear prefabricated various beam type requirement along horizontal size.
The utility model has successfully solved in precast beam field because beam type is more, and the system order of setting a roof beam in place is interlaced, and single beam type is deposited short technical barrier of beam time, has effectively saved and deposited beam place, deposited beam pedestal cost investment.
Accompanying drawing explanation
Fig. 1 is horizontal elevation of the present utility model;
Fig. 2 is the lateral view of Fig. 1;
Fig. 3 is the top view of Fig. 1;
Fig. 4 is that the two chambers of single case double line box girder individual layer is deposited beam end schematic diagram;
Fig. 5 is that single box single chamber double line box girder individual layer is deposited beam end schematic diagram;
Fig. 6 is that single box single chamber single line case beam individual layer is deposited beam end schematic diagram.
The specific embodiment
With reference to accompanying drawing, the utility model provides a kind of many beams type common hole pile foundation freely supported structure adopting in precast beam field to deposit beam pedestal, the every end of pedestal is laterally deposited and under beam fulcrum, is arranged two root hole stakes 1, in hole stake 1, place neoprene bearing plate 2, on neoprene bearing plate 2, arrange and deposit beam platform 3, place neoprene bearing plates 4 according to different beam type bearing horizontal spacings and carry out various beam type precast beams 5 and deposit depositing on beam platform 3.
Embodiment of the present utility model: the parameter such as feature and geologic information of the multiple beam type precast beam 5 of bearing according to precast beam place, it is long etc. and laterally carry out reasonable Arrangement that two, the every end of calculative determination is deposited stake footpath, the stake of required hole stake 1 under beam fulcrum.
According to hole stake 1 arrangement pitch, the horizontal deposit position of different beam type precast beam 5, calculative determination freely supported structure is deposited material and the size of beam platform 3.
Precast beam 5 adopts four fulcrums to deposit, and deposits the longitudinal two-end structure of beam pedestal the same, and longitudinal pitch requires to arrange according to the beam span of depositing of precast beam 5.
According to the difference of the precast beam 5 bearing horizontal spacings of different beam types, on beam platform 3, place respectively neoprene bearing plate 4 and carry out various Liang Xingxiangliang and deposit depositing.
As shown in Fig. 4, Fig. 5, Fig. 6, be that three kinds of different beam type individual layers on the utility model of bearing horizontal spacing are deposited schematic diagram.

Claims (3)

1. the common hole of beam type more than kind pile foundation freely supported structure is deposited beam pedestal, it is characterized in that: the every end of pedestal is laterally deposited and under beam fulcrum, arranged two root hole stakes (1), the upper neoprene bearing plate (2) of placing of hole stake (1), deposit Liang Tai (3) upper setting of neoprene bearing plate (2), depositing the upper neoprene bearing plate (4) of placing of Liang Tai (3), place precast beam at neoprene bearing plate (4).
2. many beams type common hole pile foundation freely supported structure according to claim 1 is deposited beam pedestal, it is characterized in that: depositing Liang Tai (3) is simple beam structure.
3. many beams type common hole pile foundation freely supported structure according to claim 1 is deposited beam pedestal, it is characterized in that: simply supported beam is deposited Liang Tai (3) can adopt steel work, prestressed reinforced concrete construction or ordinary reinforced concrete structure.
CN201320852357.3U 2013-12-23 2013-12-23 Multi-beam-typed shared hole pile foundation simply support structure deposit beam pedestal Active CN203654815U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201320852357.3U CN203654815U (en) 2013-12-23 2013-12-23 Multi-beam-typed shared hole pile foundation simply support structure deposit beam pedestal

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201320852357.3U CN203654815U (en) 2013-12-23 2013-12-23 Multi-beam-typed shared hole pile foundation simply support structure deposit beam pedestal

Publications (1)

Publication Number Publication Date
CN203654815U true CN203654815U (en) 2014-06-18

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201320852357.3U Active CN203654815U (en) 2013-12-23 2013-12-23 Multi-beam-typed shared hole pile foundation simply support structure deposit beam pedestal

Country Status (1)

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CN (1) CN203654815U (en)

Cited By (2)

* 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
CN108340331A (en) * 2018-01-16 2018-07-31 石家庄铁道大学 A kind of assembled steel deposits beam pedestal

Cited By (2)

* 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
CN108340331A (en) * 2018-01-16 2018-07-31 石家庄铁道大学 A kind of assembled steel deposits beam pedestal

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