CN205259210U - Modular retaining wall - Google Patents

Modular retaining wall Download PDF

Info

Publication number
CN205259210U
CN205259210U CN201520720008.5U CN201520720008U CN205259210U CN 205259210 U CN205259210 U CN 205259210U CN 201520720008 U CN201520720008 U CN 201520720008U CN 205259210 U CN205259210 U CN 205259210U
Authority
CN
China
Prior art keywords
fender pile
ladder
retaining wall
wall
bottom plate
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
CN201520720008.5U
Other languages
Chinese (zh)
Inventor
王斌
刘庆松
唐建政
田茂霖
周原
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.)
Shandong University of Science and Technology
Original Assignee
Shandong University of Science and Technology
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 Shandong University of Science and Technology filed Critical Shandong University of Science and Technology
Priority to CN201520720008.5U priority Critical patent/CN205259210U/en
Application granted granted Critical
Publication of CN205259210U publication Critical patent/CN205259210U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

The utility model discloses a modular retaining wall, including wall face, ladder, fender pile, bottom plate, fender pile hole. Wall face slope or perpendicular. It is the echelonment to keep off native wall, links the bottom plate under the ladder, has the fender pile on ladder and the bottom plate. Covering on ladder and the bottom plate and strutting the soil body, the gravity of the make full use of soil body carries out the soil body to be strutted, improves supporting construction's economic nature. Have the fender pile on ladder and the bottom plate, the fender pile is driven underground perpendicularly, improves peripheral buried stability of this retaining wall and security. Modular retaining wall can regard as the supporting construction of low -rise building and multi -storey building basement. The wall face of basement can be regarded as to the wall face.

Description

A kind of combined retaining wall
Technical field
The utility model relates to slope retaining field, especially a kind of combined retaining wall.
Background technology
Retaining wall is a kind of structural shape of extensive use in water conservancy, building, highway and railway slope support engineering, at presentThe retaining wall of extensive use is mainly to keep soil stabilization by the deadweight of wall, and its sectional area is larger, waste labor and materials, retaining wall heightUndesirable, great in constructing amount, construction costs is high.
Utility model content
The utility model proposes one and can make full use of soil body deadweight, can be used as Adjacent Buildings underground support structureA kind of support form.
The utility model adopts following technical scheme:
A kind of combined retaining wall comprises wall face, ladder, fender pile, base plate, fender pile hole. Retaining wall wall face tilts or hangs downDirectly, the retaining wall body of wall back side is provided with ladder and base plate, and ladder is connected with base plate; On ladder and base plate, have fender pile hole, fender pile passes throughIt is underground that the supporting soil body is vertically squeezed in fender pile hole; In described fender pile, have reinforcing bar or steel pipe, reinforcing bar or steel pipe outside are surrounded by concrete.
Described wall body outer wall face tilt or vertical.
Described ladder is cuboid, and ladder has fender pile hole.
Described base plate is bluff body, and base plate has fender pile hole.
Fender pile is squeezed in described fender pile hole after retaining walls body completes, and has reinforcing bar or steel pipe in fender pile, outside reinforcing bar or steel pipePortion is surrounded by concrete.
Adopt the useful technique effect that as above technical scheme obtains to be:
The soil body is covered on ladder and base plate, utilizes the deadweight of the soil body to keep stability of the retaining walls.
The fender pile of squeezing into inside soil body, larger in active earth pressure, when body of wall has the trend of outside movement, be stuck in the soil bodyPrevent the outside slippage of its retaining wall body. Fender pile gos deep into the soil body and forms stake supporting construction, improves foundation bearing capacity, minimizing buildingSedimentation. The support action of fender pile makes combined retaining wall can be used as the supporting construction of low-rise building and tier building basement.
Brief description of the drawings
Fig. 1 is combined retaining wall profile;
Fig. 2 is combined retaining wall wall body schematic diagram.
Detailed description of the invention
1 to 2 pair of detailed description of the invention of the present utility model is described further by reference to the accompanying drawings:
A kind of combined retaining wall, comprises wall face 1, ladder 2, fender pile 3, base plate 4, fender pile hole 5. Retaining wall wall face 1Inclination or vertical, the retaining wall body of wall back side is provided with ladder 2 and base plate 4, and ladder 2 is connected with base plate 4, on ladder 2 and base plate 4, protectsStake hole 5, it is underground that fender pile 3 is vertically squeezed into the supporting soil body by fender pile hole 5; In fender pile 3, there are reinforcing bar or steel pipe, reinforcing bar or steel pipe outsideBe surrounded by concrete.
Described wall face 1 tilts or vertically, retaining wall is as stepped, and 2 times company's base plates 4 of ladder, on ladder 2 and base plate 4There is fender pile 3.
Adopt the mode of digging up and filling in to place retaining wall main body: excavation needs the soil body of supporting, puts into retaining wall main body, returnBody bankets. After soil body backfill completes, on ladder 2 and base plate 4, cover the supporting soil body, the gravity that makes full use of the soil body props upProtect, improve the economy of supporting construction. On ladder 2 and base plate 4, have fender pile hole 5, fender pile 3 is vertically driven underground by fender pile hole 5.Fender pile 3 gos deep into the soil body and forms stake supporting construction, improves foundation bearing capacity, reduces the sedimentation of building, increases retaining wall periphery groundUnder stability and security.
Combined retaining wall easy construction, good in economic efficiency, safe, can effectively control the displacement of the supporting soil body,Especially the supporting of low-rise building and tier building surrounding soil. The fender pile of combined retaining wall is ensureing supporting soil stabilizationImprove foundation bearing capacity simultaneously, reduced the sedimentation of building. Combined retaining wall can be used as low-rise building and tier buildingThe supporting construction of basement, retaining wall wall face can be directly as the inwall of basement.
Certainly, above explanation is only preferred embodiment of the present utility model, and the utility model is not limited to enumerate above-mentionedEmbodiment, it should be noted that any those of ordinary skill in the art are under the guidance of this description, and that makes is all etc.With alternative, obvious form of distortion, within all dropping on the essential scope of this description, ought to be subject to protection of the present utility model.

Claims (1)

1. a combined retaining wall, is characterized in that, comprises wall face, ladder, fender pile, base plate, fender pile hole; Described retaining wallWall face tilts or is vertical, and the retaining wall body of wall back side is provided with ladder and base plate, and ladder is connected with base plate; On described ladder and base plateHave fender pile hole, it is underground that fender pile is vertically squeezed into the supporting soil body by fender pile hole; In described fender pile, there are reinforcing bar or steel pipe, reinforcing bar or steel pipeOutside is surrounded by concrete.
CN201520720008.5U 2015-09-17 2015-09-17 Modular retaining wall Expired - Fee Related CN205259210U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520720008.5U CN205259210U (en) 2015-09-17 2015-09-17 Modular retaining wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201520720008.5U CN205259210U (en) 2015-09-17 2015-09-17 Modular retaining wall

Publications (1)

Publication Number Publication Date
CN205259210U true CN205259210U (en) 2016-05-25

Family

ID=56000747

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201520720008.5U Expired - Fee Related CN205259210U (en) 2015-09-17 2015-09-17 Modular retaining wall

Country Status (1)

Country Link
CN (1) CN205259210U (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106013190A (en) * 2016-07-06 2016-10-12 四川省交通运输厅交通勘察设计研究院 Sheet-pile wall and construction method thereof
CN106978817A (en) * 2017-04-26 2017-07-25 江苏省太湖水利规划设计研究院有限公司 A kind of Novel retaining wall based process pattern and a kind of Novel retaining wall
CN107476333A (en) * 2017-10-16 2017-12-15 湖南诚友绿色建材科技有限公司 The outer board-like ecological retaining wall of stepped post
CN107858934A (en) * 2017-12-13 2018-03-30 中铁二十三局集团有限公司 The small spacing abutment constructing structure and its construction method of neighbouring running railway line

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106013190A (en) * 2016-07-06 2016-10-12 四川省交通运输厅交通勘察设计研究院 Sheet-pile wall and construction method thereof
CN106978817A (en) * 2017-04-26 2017-07-25 江苏省太湖水利规划设计研究院有限公司 A kind of Novel retaining wall based process pattern and a kind of Novel retaining wall
CN107476333A (en) * 2017-10-16 2017-12-15 湖南诚友绿色建材科技有限公司 The outer board-like ecological retaining wall of stepped post
CN107858934A (en) * 2017-12-13 2018-03-30 中铁二十三局集团有限公司 The small spacing abutment constructing structure and its construction method of neighbouring running railway line

Similar Documents

Publication Publication Date Title
CN204662499U (en) Concrete of basement exterior wall, waterproof, fertile groove integrated construction structure
CN205259210U (en) Modular retaining wall
CN106088650B (en) A kind of method and building suitable for building with brick-concrete structure underground increasing layer
CN103774675B (en) Combined double-row-pile combined vertical prestress anchor rod supporting system and construction method thereof
CN103485363B (en) Three-dimensional continuous frame formula reinforced concrete structure retaining wall
CN206941608U (en) A kind of diaphram wall foundation pit supporting construction
CN203729324U (en) Anchor rod lattice type retaining wall structure
CN106368219A (en) Supporting reinforcing structure of deep foundation pit and construction method
CN103114595A (en) Support method and device of support pile preformed core-soil double-buttress inclined inner-strut foundation ditch
CN105239578A (en) Water-rich sand layer deep foundation pit underwater construction method
CN104988948A (en) Rib plate type retaining wall and construction method thereof
CN203066104U (en) H-shaped plain concrete brick and small ecological soil-blocking wall bricked by same
CN211172000U (en) Foundation pit enclosure system with combination of support piles and concrete main structure
CN200964585Y (en) All-bushing perfusion stake bitten cement earth stake
CN101440619B (en) Seismic ecological bearing pile
CN202401461U (en) Novel foundation pit shoring structure
CN203977409U (en) A kind of prefabricated assembled concrete pile foundation
CN204780991U (en) Floor formula retaining wall
CN203768914U (en) Foundation pit bracing diagonal support pile structure
CN210151660U (en) Embedded concrete antiskid tenon grout stone retaining wall
CN102943480B (en) Loess foundation pit supporting method
CN205382942U (en) Multilayer underground space curtain posture subsurface excavated construction's supporting construction under existing facility
CN203977433U (en) Soft Deep Foundation Pit engineering composite supporting construction
CN203498863U (en) Three-dimensional continuous-frame-type reinforced concrete structural retaining wall
CN203320538U (en) Water resource recycling and deep drainage device for landslides and underground water inside landslides

Legal Events

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: 20160525

Termination date: 20160917