CN108331015A - Soft clay foundation adjoins High-filled emkankment pipe gallery and its construction technology - Google Patents
Soft clay foundation adjoins High-filled emkankment pipe gallery and its construction technology Download PDFInfo
- Publication number
- CN108331015A CN108331015A CN201711321596.5A CN201711321596A CN108331015A CN 108331015 A CN108331015 A CN 108331015A CN 201711321596 A CN201711321596 A CN 201711321596A CN 108331015 A CN108331015 A CN 108331015A
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- China
- Prior art keywords
- building enclosure
- piping lane
- pipe rack
- pipe
- soft clay
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- 238000010276 construction Methods 0.000 title claims abstract description 26
- 239000004927 clay Substances 0.000 title claims abstract description 21
- 238000005516 engineering process Methods 0.000 title description 10
- 239000003795 chemical substances by application Substances 0.000 claims abstract description 4
- 238000011065 in-situ storage Methods 0.000 claims description 12
- 238000000034 method Methods 0.000 claims description 8
- 230000003014 reinforcing effect Effects 0.000 claims description 6
- 238000009412 basement excavation Methods 0.000 claims description 4
- 229910000831 Steel Inorganic materials 0.000 claims description 3
- 238000005452 bending Methods 0.000 claims description 3
- 239000010959 steel Substances 0.000 claims description 3
- 239000002344 surface layer Substances 0.000 claims description 3
- 230000000694 effects Effects 0.000 claims 1
- 238000003466 welding Methods 0.000 claims 1
- 230000006378 damage Effects 0.000 description 3
- 230000015572 biosynthetic process Effects 0.000 description 2
- 230000007547 defect Effects 0.000 description 2
- 238000005553 drilling Methods 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 238000003786 synthesis reaction Methods 0.000 description 2
- 238000007596 consolidation process Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 230000001550 time effect Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/045—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them
Landscapes
- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Foundations (AREA)
Abstract
The invention discloses a kind of soft clay foundations to adjoin High-filled emkankment pipe gallery and its construction method, including Pipe rack, piping lane pile foundation is arranged in Pipe rack bottom, building enclosure is arranged in Pipe rack both sides, the bottom plate of the Pipe rack forms effective connection with building enclosure, so that building enclosure is become a part for piping lane agent structure, the lateral deformation of Pipe rack can be controlled in service stage.The present invention is by permanently utilizing interim building enclosure, to control piping lane lateral deformation and Vertical Settlement.The building enclosure effectively controls lateral deformation, while undertaking most of function of vertical support stake by effectively being connect with piping lane bottom plate to bear piping lane vertical load, reduces engineering ordinary pile foundation dosage as a permanent structure part.
Description
Technical field
The present invention relates to a kind of soft soil foundations to adjoin High-filled emkankment pipe gallery and its construction technology, is particularly suitable for ground
Deformation needs the soft clay foundation that 1 year or more consolidation of experience could be stablized.
Background technology
Pipe gallery is developed rapidly in recent years at home, especially in the soft clay areas such as riverine, coastal due to existing
Deep soft clay foundation, adjoin it is new fill out roadbed side and build pipe gallery when, due to the time effect of bury deformation, for a long time
Destruction of the lateral deformation to the destruction of piping lane significantly more than vertical differential settlement to piping lane, but long-term lateral deformation
Piping lane destruction is not paid attention in current designs.
Traditional piping lane Deformation Control Design is but tightly only right to pile foundation simply by designing vertical pile foundation under piping lane bottom plate
Improve piping lane vertical deformation and bearing capacity is helpful, and to improving lateral deformation（Especially when using the prefabricated pile for having connector）
It is then very limited.
Invention content
The purpose of the present invention is exactly a kind of to ensure that construction to overcome defect existing for existing design technology and provide
Safety, Deformation control validity soft clay foundation adjoin High-filled emkankment pipe gallery.
In order to achieve the goal above, technical scheme is as follows：A kind of soft clay foundation adjoins High-filled emkankment synthesis
Piping lane pile foundation is arranged in piping lane, including Pipe rack, Pipe rack bottom, and building enclosure, the pipe is arranged in Pipe rack both sides
The bottom plate of corridor structure forms effective connection with building enclosure, so that building enclosure is become a part for piping lane agent structure, is using
Stage can control the lateral deformation of Pipe rack.
Further, support is set between the building enclosure of the Pipe rack both sides, and the support is positioned at Pipe rack
Top.
Further, connected by piping lane bottom plate and building enclosure connector between the bottom plate and building enclosure of Pipe rack
It connects.
Further, the building enclosure be cast-in-situ bored pile, piping lane bottom parts reinforcing bar extend and bend after with drilling
Bored concrete pile principal rod effectively welds.
Further, piping lane excavation of foundation pit depth is 6 ~ 8m, and building enclosure is using Φ 600mm cast-in-situ bored piles, depth
14~16m；Support uses 609 steel pipes of Φ, 5 ~ 7m. of level interval.
Another object of the present invention is exactly to provide one kind in order to overcome defect existing for existing design technology and ensure that and apply
The safety of work, the soft clay foundation of Deformation control validity adjoin High-filled emkankment pipe gallery construction method.
In order to achieve the goal above, technical scheme is as follows：A kind of soft clay foundation adjoins High-filled emkankment synthesis
Piping lane construction method, it is characterised in that this approach includes the following steps：
A, piping lane pile foundation is set；
B, construction building enclosure, and support is set between the building enclosure of piping lane both sides；
C, it is excavated to hole bottom after-pouring piping lane bottom plate, and piping lane bottom plate is connect with building enclosure；
D, construction Pipe rack；
E, the gap backfill between Pipe rack and building enclosure is backfilled to surface layer after removing support.
Further, the support is positioned at the top of Pipe rack
Further, the building enclosure is cast-in-situ bored pile, in step C, after piping lane bottom parts reinforcing bar extends and bends and
Cast-in-situ bored pile principal rod effectively welds.
Compared with prior art, the present invention has the following advantages：
（1）The deformation control method that the invention is proposed takes full advantage of the anti-lateral deformation capacity of building enclosure, effectively controls
Soft clay foundation adjoins the deformation of High-filled emkankment pipe gallery, ensure that the safety of construction；
（2）The construction technology is simple and easy to do, does not increase process additionally, and construction quality is easy to control so that the construction period is protected
Card；
（3）The more conventional design method of this method is compared, and is taken full advantage of the resistance to deformation function of building enclosure in service stage and is erected
To supporting role, the dosage of piping lane pile foundation is significantly reduced, or even substitute piping lane pile foundation completely.
Description of the drawings
Fig. 1 is the construction technology sectional view of the present invention；
Fig. 2 is the construction technology plan view of the present invention；
Fig. 3 is the piping lane bottom plate and building enclosure connector schematic diagram of the present invention.
Figure includes：Pipe rack 1, building enclosure 3, supports 4, foundation pit bottom surface 5, piping lane bottom plate and encloses piping lane pile foundation 2
Protection structure connector 6, High-filled emkankment 7, piping lane bottom plate 8.
Specific implementation mode
The present invention is described in detail with specific embodiment below in conjunction with the accompanying drawings.
Embodiment 1
A kind of soft clay foundation adjoins High-filled emkankment comprehensive pipe gallery structure, including Pipe rack 1,1 bottom of Pipe rack setting pipe
Corridor pile foundation 2,1 both sides of Pipe rack are arranged building enclosure 3, support 4 are arranged between 1 both sides building enclosure 3 of the Pipe rack,
The support 4 is located at the top of Pipe rack 1, and bottom plate and the building enclosure of the Pipe rack 1 form effective connection, make to go along with sb. to guard him
Structure can control the lateral deformation of Pipe rack in service stage.
The present invention soft clay foundation adjoin High-filled emkankment pipe gallery construction technology, piping lane excavation of foundation pit on earth,
Piping lane bottom plate is connect with building enclosure connector 6 by piping lane bottom plate with building enclosure 3 when pouring bottom plate, makes building enclosure 3
As an agent structure part, make building enclosure 3 that can control lateral deformation in service stage and improve Vertical Settlement and hold
It carries, reaches Comprehensive Control piping lane Amoebida.
The main technique engineering of this method：Construction piping lane pile foundation 2 first, building enclosure 3 of then constructing, then in piping lane
The soil body to foundation pit bottom surface 5, setting piping lane bottom plate in hole is excavated between the building enclosure of both sides after setting support 4 with building enclosure to connect
Bottom plate is effectively connect by fitting 6 with building enclosure, Pipe rack 1 of then constructing, empty between Pipe rack 1 and building enclosure 3
Gap backfill is backfilled to surface layer after removing support 4.The building enclosure is cast-in-situ bored pile, and piping lane bottom parts reinforcing bar extends
And 9 are effectively welded with cast-in-situ bored pile principal rod after bending.
In the present embodiment, the sectional dimension of Pipe rack 1 is 10m（It is wide）×6.0m（It is high）, piping lane excavation of foundation pit depth
For 7m；Piping lane pile foundation 2 uses Φ 500PHC pile piles；Building enclosure 3 uses Φ 600mm cast-in-situ bored piles, depth 15m；Branch
Support 4 uses 609 steel pipes of Φ, level interval 6m；Piping lane bottom plate is filled by extending baseplate reinforcing bar with drilling with building enclosure connector 6
Note stake principal rod effectively welds.
The present invention is by permanently utilizing interim building enclosure, to control piping lane lateral deformation and Vertical Settlement.Described encloses
Protection structure effectively controls lateral deformation, while by effectively being connect to bear pipe with piping lane bottom plate as a permanent structure part
Corridor vertical load reduces engineering ordinary pile foundation dosage to undertake most of function of vertical support stake.
Construction method proposed by the present invention not only ensure that effective control to piping lane lateral deformation, but also will can temporarily go along with sb. to guard him
Structure also can obviously reduce construction cost as a permanent structure part；Secondly, the technique is special to duration and construction nothing
It is required that construction quality is easy to control, promotes and apply convenient for engineering.
Piping lane pile foundation dosage deducts the vertical deformation that building enclosure can bear and bearing capacity is determined again, with abundant
Utilize building enclosure efficiency.If building enclosure can all bear vertical deformation and bearing capacity, then piping lane pile foundation can be substituted completely.
Claims (8)
1. a kind of soft clay foundation adjoins High-filled emkankment pipe gallery, including Pipe rack, piping lane stake is arranged in Pipe rack bottom
Building enclosure is arranged in basis, Pipe rack both sides, and bottom plate and the building enclosure of the Pipe rack form effective connection, make to go along with sb. to guard him
Structure becomes a part for piping lane agent structure, and the lateral deformation of Pipe rack can be controlled in service stage.
2. soft clay foundation as described in claim 1 adjoins High-filled emkankment pipe gallery, which is characterized in that the Pipe rack
Support is set between the building enclosure of both sides, and the support is positioned at the top of Pipe rack.
3. soft clay foundation as described in claim 1 adjoins High-filled emkankment pipe gallery, which is characterized in that the bottom of Pipe rack
It is connect with building enclosure connector by piping lane bottom plate between plate and building enclosure.
4. soft clay foundation as claimed in claim 3 adjoins High-filled emkankment pipe gallery, which is characterized in that the building enclosure
For cast-in-situ bored pile, piping lane bottom parts reinforcing bar effectively welds after extending and bending with cast-in-situ bored pile principal rod.
5. soft clay foundation as claimed in claim 3 adjoins High-filled emkankment pipe gallery, which is characterized in that piping lane excavation of foundation pit
Depth is 6 ~ 8m, and it is 14 ~ 16m that building enclosure, which uses Φ 600mm cast-in-situ bored piles, depth,；Support uses 609 steel pipes of Φ, horizontal
5 ~ 7m of spacing.
6. a kind of soft clay foundation adjoins High-filled emkankment pipe gallery construction method, it is characterised in that this method includes following step
Suddenly：
A, piping lane pile foundation is set；
B, construction building enclosure, and support is set between the building enclosure of piping lane both sides；
C, it is excavated to hole bottom after-pouring piping lane bottom plate, and piping lane bottom plate is connect with building enclosure；
D, construction Pipe rack；
E, the gap backfill between Pipe rack and building enclosure is backfilled to surface layer after removing support.
7. soft clay foundation as claimed in claim 6 adjoins High-filled emkankment pipe gallery construction method, it is characterised in that step B
In, the support is positioned at the top of Pipe rack.
8. soft clay foundation as claimed in claim 7 adjoins High-filled emkankment pipe gallery construction method, it is characterised in that described
Building enclosure is cast-in-situ bored pile, and in step C, piping lane bottom parts reinforcing bar has after extending and bending with cast-in-situ bored pile principal rod
Effect welding.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711321596.5A CN108331015A (en) | 2017-12-12 | 2017-12-12 | Soft clay foundation adjoins High-filled emkankment pipe gallery and its construction technology |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711321596.5A CN108331015A (en) | 2017-12-12 | 2017-12-12 | Soft clay foundation adjoins High-filled emkankment pipe gallery and its construction technology |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108331015A true CN108331015A (en) | 2018-07-27 |
Family
ID=62922610
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711321596.5A Pending CN108331015A (en) | 2017-12-12 | 2017-12-12 | Soft clay foundation adjoins High-filled emkankment pipe gallery and its construction technology |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108331015A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109778865A (en) * | 2018-12-19 | 2019-05-21 | 上海建工集团股份有限公司 | A kind of piping lane subregion excavation method guaranteeing that existing road half range is current |
| CN110080297A (en) * | 2019-04-30 | 2019-08-02 | 中国二十二冶集团有限公司 | Pipe gallery node location road subtracts sink device |
| CN112376426A (en) * | 2020-09-18 | 2021-02-19 | 广东华隧建设集团股份有限公司 | Construction method for jointly building urban pipe gallery and overpass bridge |
| CN113737670A (en) * | 2021-09-18 | 2021-12-03 | 杭州交投建设工程有限公司 | Deformation control structure of pipe culvert and construction method |
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| CN101117800A (en) * | 2007-08-22 | 2008-02-06 | 浙江大学 | Method for one-pile-three-use in underground engineering |
| CN103306301A (en) * | 2013-07-04 | 2013-09-18 | 天津市天友建筑设计股份有限公司 | Pile foundation structure and construction method thereof based on fender post and basement baseplate |
| CN104179194A (en) * | 2014-07-22 | 2014-12-03 | 中建五局土木工程有限公司 | Integrated pipe trench in soft soil stratum and construction method of integrated pipe trench |
| CN104234056A (en) * | 2014-09-15 | 2014-12-24 | 上海市政工程设计研究总院（集团）有限公司 | Construction method for preventing deformation of utility tunnel at high-water-level liquefaction region |
| CN104947687A (en) * | 2015-06-29 | 2015-09-30 | 华东建筑设计研究院有限公司 | Integrated vertical load-bearing structure of underground structure external wall and enclosure row piles |
| CN105804119A (en) * | 2016-03-24 | 2016-07-27 | 张迈 | Underground corridor structure with dual-purpose pile foundations and construction method of underground corridor structure |
| CN107313453A (en) * | 2017-08-09 | 2017-11-03 | 中冶京诚工程技术有限公司 | Comprehensive pipe gallery of soft soil foundation and construction method thereof |
| CN207959264U (en) * | 2017-12-12 | 2018-10-12 | 上海市政工程设计研究总院（集团）有限公司 | Soft clay foundation adjoins High-filled emkankment pipe gallery |
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2017
- 2017-12-12 CN CN201711321596.5A patent/CN108331015A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101117800A (en) * | 2007-08-22 | 2008-02-06 | 浙江大学 | Method for one-pile-three-use in underground engineering |
| CN103306301A (en) * | 2013-07-04 | 2013-09-18 | 天津市天友建筑设计股份有限公司 | Pile foundation structure and construction method thereof based on fender post and basement baseplate |
| CN104179194A (en) * | 2014-07-22 | 2014-12-03 | 中建五局土木工程有限公司 | Integrated pipe trench in soft soil stratum and construction method of integrated pipe trench |
| CN104234056A (en) * | 2014-09-15 | 2014-12-24 | 上海市政工程设计研究总院（集团）有限公司 | Construction method for preventing deformation of utility tunnel at high-water-level liquefaction region |
| CN104947687A (en) * | 2015-06-29 | 2015-09-30 | 华东建筑设计研究院有限公司 | Integrated vertical load-bearing structure of underground structure external wall and enclosure row piles |
| CN105804119A (en) * | 2016-03-24 | 2016-07-27 | 张迈 | Underground corridor structure with dual-purpose pile foundations and construction method of underground corridor structure |
| CN107313453A (en) * | 2017-08-09 | 2017-11-03 | 中冶京诚工程技术有限公司 | Comprehensive pipe gallery of soft soil foundation and construction method thereof |
| CN207959264U (en) * | 2017-12-12 | 2018-10-12 | 上海市政工程设计研究总院（集团）有限公司 | Soft clay foundation adjoins High-filled emkankment pipe gallery |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109778865A (en) * | 2018-12-19 | 2019-05-21 | 上海建工集团股份有限公司 | A kind of piping lane subregion excavation method guaranteeing that existing road half range is current |
| CN110080297A (en) * | 2019-04-30 | 2019-08-02 | 中国二十二冶集团有限公司 | Pipe gallery node location road subtracts sink device |
| CN110080297B (en) * | 2019-04-30 | 2024-04-19 | 中国二十二冶集团有限公司 | Utility tunnel node position road subsidence reducing device |
| CN112376426A (en) * | 2020-09-18 | 2021-02-19 | 广东华隧建设集团股份有限公司 | Construction method for jointly building urban pipe gallery and overpass bridge |
| CN113737670A (en) * | 2021-09-18 | 2021-12-03 | 杭州交投建设工程有限公司 | Deformation control structure of pipe culvert and construction method |
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Application publication date: 20180727 |