CN106758893A - Corrugated steel pipe foundation structure - Google Patents
Corrugated steel pipe foundation structure Download PDFInfo
- Publication number
- CN106758893A CN106758893A CN201611259667.9A CN201611259667A CN106758893A CN 106758893 A CN106758893 A CN 106758893A CN 201611259667 A CN201611259667 A CN 201611259667A CN 106758893 A CN106758893 A CN 106758893A
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- China
- Prior art keywords
- corrugated steel
- steel pipe
- basic shell
- foundation structure
- basic
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- 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.)
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Classifications
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
- E01F5/00—Draining the sub-base, i.e. subgrade or ground-work, e.g. embankment of roads or of the ballastway of railways or draining-off road surface or ballastway drainage by trenches, culverts, or conduits or other specially adapted means
- E01F5/005—Culverts ; Head-structures for culverts, or for drainage-conduit outlets in slopes
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Foundations (AREA)
Abstract
The present invention relates to a kind of corrugated steel pipe foundation structure, including the basic shell with cavity, basic shell side is provided with the groove of placement corrugated steel pipe, and opposite side is provided with prominent step；Filler is perfused with basic shell.Corrugated steel pipe foundation structure of the invention practicable can improve position fixation problem when corrugated steel pipe is constructed, and, easy construction relatively low with high-strength light, cost the advantages of speed of application is fast, basic packing is more can guarantee that compared to hand punning after banketing；Can be widely used in highway Performance Test of Corrugated Steel Culvert work progress, it being developed and is promoted will produce positive effect.
Description
Technical field
The present invention relates to a kind of foundation structure, and in particular to a kind of corrugated steel pipe foundation structure.
Background technology
With expanding economy, the infrastructure of China development like a raging fire, highway is even more big always in infrastructure
The engineering of power investment.Substantial amounts of culvert is used during construction of the highway.With the use of steel in recent years, most of culvert is all
Corrugated steel pipe is have selected to replace past reinforced concrete structure.But the position of corrugated steel pipe is fixed with basis compaction always
It is a problem for influenceing its popularization and application.Corrugated steel pipe construction when, by its circular cross-section should not be fixed on what is placed
Position, the position changing of the relative positions, particularly large aperture splicing structure often can occur in construction, and to fix its position increasingly difficult.It is main at present
Often to be moved during construction using wooden unit or stone etc. to its simple fixation, while the wedge-shaped position machinery of bottom of the tube
Cannot be compacted, artificial earth fill is difficult to ensure its density.
The content of the invention
It is an object of the invention to provide a kind of corrugated steel pipe foundation structure that can be used to fix corrugated steel pipe, can preferably protect
The packing that card filler is filled.
The technical solution adopted in the present invention is：
Corrugated steel pipe foundation structure, it is characterised in that：
Including basic shell, basic shell side is provided with the groove of placement corrugated steel pipe, and opposite side is provided with prominent step；
Filler is perfused with basic shell.
The reserving hole channel for wearing reinforcing bar or anchor cable is reserved with basic shell.
Basic shell is docked and constituted successively by multiple stages, and docking termination is provided with neat mouth interface.
The groove surfaces of basic shell placement corrugated steel pipe are provided with the ripple being adapted with corrugated steel pipe.
Basic shell lower section is provided with blotter.
The present invention has advantages below：
1st, shell of the present invention is made of New Geosynthetics, high-strength light, can be according to different engineerings（Different wave length,
Wave height and aperture）The need for be customized production.
2nd, it is cavity structure that the present invention is internal, can irrigate different fillers according to the different geological conditions in various regions,
The packing of filler can conscientiously be ensured.
3rd, shell of the present invention is formed by connecting using each standard paragraphs for bringing all mouth, is easy to production and transportation, while each is marked
The reserved duct that can wear reinforcing bar or anchor cable of quasi- section, makes more firm between each standard paragraphs.
4th, the present invention has good flexible foundation, is particularly suitable for the shell structure of corrugated steel pipe, while can resist stronger
Malformation, to foundation quality requirement it is relatively low, disclosure satisfy that unfavorable geological condition particular/special requirement.
5th, using factory normalization design processing, on-site consolidation construction, it is convenient to construct, and greatly shortens for shell of the present invention
Construction period, it is easy to operate.
Brief description of the drawings
Fig. 1 is corrugated steel pipe foundation structure cross-sectional view of the present invention.
Fig. 2 is corrugated steel pipe foundation structure skiagraph of the present invention.
Fig. 3 is the waveform diagram of corrugated steel pipe.
In figure, 1- bases shell；2- corrugated steel pipes；3- fillers；4- reserving hole channels；The neat mouth interfaces of 5-, 6- ripples, 7- rubbles
Bed course.
Specific embodiment
With reference to specific embodiment, the present invention will be described in detail.
A kind of corrugated steel pipe foundation structure of the present invention, including geosynthetics basic shell 1, inside is empty
Cavity configuration.The side of basic shell 1 is provided with the groove of placement corrugated steel pipe 2, and opposite side is provided with prominent step, increases ground plane
Product, preferably prevents the movement of corrugated steel pipe 2.Filler 3 is perfused with basic shell 1, filler 3 meets local geological environment, tool
Have preferably flexible and bold, being capable of more preferable adaptive deformation.
The reserving hole channel 4 for wearing reinforcing bar or anchor cable is reserved with basic shell 1, while it is fixed on basic two ends, can
Increase the globality on basis, make basis more firm.
Basic shell 1 is docked and constituted successively by multiple stages, and docking termination is provided with neat mouth interface 5.Basic shell 1 is disposed
The groove surfaces of corrugated steel pipe 2 are provided with the ripple being adapted with corrugated steel pipe 2, can be in close contact with corrugated steel pipe,
The position of corrugated steel pipe is tightly controlled.The lower section of basic shell 1 is provided with blotter 7.
The present invention includes following construction procedure：
Smooth Ground Treatment is tamped, blotter 7, and the assembled basis shell 1 on its bed course is laid, each section is connected
Come.
Reinforcing bar or anchor cable are passed through into reserving hole channel 4, and its two ends is fixed on the two ends of basic shell 1.Toward basis shell 1
The empty suitable filler 3 of intra-bladder instillation, and by vibratory equipment vibratory compaction.
The placement in layers sandy soil on the basis of, make it that its basis is completely covered, and are compacted with rolling apparatus, in corrugated steel pipe 2
The compactness of neighbouring sandy soil will reach more than 92%, the compactness more than 95% of other region sandy soil.
Corrugated steel pipe 2 or wherein assembled completion are put into basic shell 1, and basis forms good entirety.
The sandy soil of placement in layers nearby of corrugated steel pipe 2, compaction in layers, the construction until completing whole culvert.
Present disclosure is not limited to cited by embodiment, and those of ordinary skill in the art are by reading description of the invention
And any equivalent conversion taken technical solution of the present invention, it is claim of the invention and is covered.
Claims (5)
1. corrugated steel pipe foundation structure, it is characterised in that：
Including basic shell（1）, basic shell（1）Side is provided with placement corrugated steel pipe（2）Groove, opposite side is provided with prominent
Go out step；
Basic shell（1）Inside it is perfused with filler（3）.
2. corrugated steel pipe foundation structure according to claim 1, it is characterised in that：
Basic shell（1）On be reserved with the reserving hole channel for wearing reinforcing bar or anchor cable（4）.
3. corrugated steel pipe foundation structure according to claim 1, it is characterised in that：
Basic shell（1）Docked successively by multiple stages and constituted, docking termination is provided with neat mouth interface（5）.
4. corrugated steel pipe foundation structure according to claim 1, it is characterised in that：
Basic shell（1）Placement corrugated steel pipe（2）Groove surfaces be provided with and corrugated steel pipe（2）Adaptable ripple.
5. corrugated steel pipe foundation structure according to claim 1, it is characterised in that：
Basic shell（1）Lower section is provided with blotter（7）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611259667.9A CN106758893A (en) | 2016-12-30 | 2016-12-30 | Corrugated steel pipe foundation structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611259667.9A CN106758893A (en) | 2016-12-30 | 2016-12-30 | Corrugated steel pipe foundation structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106758893A true CN106758893A (en) | 2017-05-31 |
Family
ID=58953700
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611259667.9A Pending CN106758893A (en) | 2016-12-30 | 2016-12-30 | Corrugated steel pipe foundation structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106758893A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108824240A (en) * | 2018-07-16 | 2018-11-16 | 中交路桥北方工程有限公司 | A kind of pipe culvert construction method and auxiliary device |
| CN110837667A (en) * | 2019-10-21 | 2020-02-25 | 暨南大学 | Soil filling method based on steel corrugated plate bridge reinforcement |
| CN112127226A (en) * | 2020-09-24 | 2020-12-25 | 周同和 | Construction method for filling soil in corrugated steel pipe culvert in road filling roadbed |
Citations (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB278246A (en) * | 1927-03-03 | 1927-10-06 | Allerton Seward Cushman | Corrugated metal culverts |
| CN1536174A (en) * | 2003-04-07 | 2004-10-13 | 株式会社埋口码塞奔 | Base foundation construction method and building infrastructure |
| CN1664250A (en) * | 2005-03-25 | 2005-09-07 | 天津大学 | Marine road bed structure with horizontal barrels |
| KR20070019410A (en) * | 2005-08-12 | 2007-02-15 | 평산에스아이 주식회사 | Assembly-type the base of civil construction and method for constructing the same |
| CN203593980U (en) * | 2013-12-06 | 2014-05-14 | 中交第二公路勘察设计研究院有限公司 | Anti-scouring wear-resistant plastic liner of corrugated steel pipe culvert |
| CN103946456A (en) * | 2011-11-15 | 2014-07-23 | 埃塞株式会社 | Method for constructing matrix foundation using hollow blocks |
| CN104088297A (en) * | 2014-07-31 | 2014-10-08 | 河北腾是达金属结构有限公司 | Corrugated tube installation rack used for culvert construction and application thereof |
| CN104153304A (en) * | 2014-04-08 | 2014-11-19 | 中交第二公路勘察设计研究院有限公司 | Corrugated steel tube culvert filling structure and filling method thereof |
| CN204004929U (en) * | 2014-05-30 | 2014-12-10 | 中交第二公路勘察设计研究院有限公司 | A kind of flanged pipe cuff structure connecting for corrugated steel culvert |
| CN204728226U (en) * | 2015-06-12 | 2015-10-28 | 衡水益通管业股份有限公司 | A kind of back filling behind abutment stabilizing block of corrugated culvert |
| CN105442630A (en) * | 2016-01-04 | 2016-03-30 | 中交第一公路勘察设计研究院有限公司 | Spliced type corrugated plate culvert foundation capable of preventing local settlement |
| CN105735157A (en) * | 2016-04-25 | 2016-07-06 | 杭州江润科技有限公司 | Large-diameter steel corrugated pipe culvert structure for half-filled and half-dug roadbed in plateau high-cold region and method for constructing large-diameter steel corrugated pipe culvert structure |
| CN105951865A (en) * | 2016-05-26 | 2016-09-21 | 太原理工大学 | HDPE double-wall corrugated pipe foundation and construction process thereof |
| CN206428600U (en) * | 2016-12-30 | 2017-08-22 | 中交第一公路勘察设计研究院有限公司 | A kind of corrugated steel pipe foundation structure |
-
2016
- 2016-12-30 CN CN201611259667.9A patent/CN106758893A/en active Pending
Patent Citations (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB278246A (en) * | 1927-03-03 | 1927-10-06 | Allerton Seward Cushman | Corrugated metal culverts |
| CN1536174A (en) * | 2003-04-07 | 2004-10-13 | 株式会社埋口码塞奔 | Base foundation construction method and building infrastructure |
| CN1664250A (en) * | 2005-03-25 | 2005-09-07 | 天津大学 | Marine road bed structure with horizontal barrels |
| KR20070019410A (en) * | 2005-08-12 | 2007-02-15 | 평산에스아이 주식회사 | Assembly-type the base of civil construction and method for constructing the same |
| CN103946456A (en) * | 2011-11-15 | 2014-07-23 | 埃塞株式会社 | Method for constructing matrix foundation using hollow blocks |
| CN203593980U (en) * | 2013-12-06 | 2014-05-14 | 中交第二公路勘察设计研究院有限公司 | Anti-scouring wear-resistant plastic liner of corrugated steel pipe culvert |
| CN104153304A (en) * | 2014-04-08 | 2014-11-19 | 中交第二公路勘察设计研究院有限公司 | Corrugated steel tube culvert filling structure and filling method thereof |
| CN204004929U (en) * | 2014-05-30 | 2014-12-10 | 中交第二公路勘察设计研究院有限公司 | A kind of flanged pipe cuff structure connecting for corrugated steel culvert |
| CN104088297A (en) * | 2014-07-31 | 2014-10-08 | 河北腾是达金属结构有限公司 | Corrugated tube installation rack used for culvert construction and application thereof |
| CN204728226U (en) * | 2015-06-12 | 2015-10-28 | 衡水益通管业股份有限公司 | A kind of back filling behind abutment stabilizing block of corrugated culvert |
| CN105442630A (en) * | 2016-01-04 | 2016-03-30 | 中交第一公路勘察设计研究院有限公司 | Spliced type corrugated plate culvert foundation capable of preventing local settlement |
| CN105735157A (en) * | 2016-04-25 | 2016-07-06 | 杭州江润科技有限公司 | Large-diameter steel corrugated pipe culvert structure for half-filled and half-dug roadbed in plateau high-cold region and method for constructing large-diameter steel corrugated pipe culvert structure |
| CN105951865A (en) * | 2016-05-26 | 2016-09-21 | 太原理工大学 | HDPE double-wall corrugated pipe foundation and construction process thereof |
| CN206428600U (en) * | 2016-12-30 | 2017-08-22 | 中交第一公路勘察设计研究院有限公司 | A kind of corrugated steel pipe foundation structure |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108824240A (en) * | 2018-07-16 | 2018-11-16 | 中交路桥北方工程有限公司 | A kind of pipe culvert construction method and auxiliary device |
| CN110837667A (en) * | 2019-10-21 | 2020-02-25 | 暨南大学 | Soil filling method based on steel corrugated plate bridge reinforcement |
| CN112127226A (en) * | 2020-09-24 | 2020-12-25 | 周同和 | Construction method for filling soil in corrugated steel pipe culvert in road filling roadbed |
| CN112127226B (en) * | 2020-09-24 | 2022-03-15 | 周同和 | Construction method for filling soil in corrugated steel pipe culvert in road filling roadbed |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20170531 |
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| RJ01 | Rejection of invention patent application after publication |