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 PDFInfo
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- 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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- pedestal
- deposit
- bearing plate
- deposited
- pile foundation
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- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 title claims abstract description 24
- 229920001084 poly(chloroprene) Polymers 0.000 claims description 12
- 238000000151 deposition Methods 0.000 claims description 10
- 239000011150 reinforced concrete Substances 0.000 claims description 4
- 229910000831 Steel Inorganic materials 0.000 claims description 2
- 238000010276 construction Methods 0.000 claims description 2
- 239000010959 steel Substances 0.000 claims description 2
- 229920001971 elastomer Chemical group 0.000 abstract description 5
- 238000010586 diagram Methods 0.000 description 4
- 238000007796 conventional method Methods 0.000 description 3
- 230000004888 barrier function Effects 0.000 description 1
- 230000037396 body weight Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
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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
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.
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.
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 |
Family
ID=50921219
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320852357.3U Expired - Lifetime CN203654815U (en) | 2013-12-23 | 2013-12-23 | Multi-beam-typed shared hole pile foundation simply support structure deposit beam pedestal |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203654815U (en) |
Cited By (2)
| 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 |
-
2013
- 2013-12-23 CN CN201320852357.3U patent/CN203654815U/en not_active Expired - Lifetime
Cited By (2)
| 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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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20140618 |
|
| CX01 | Expiry of patent term |