CN105649107A - Reinforced soil corrugated steel plate retaining wall structure - Google Patents
Reinforced soil corrugated steel plate retaining wall structure Download PDFInfo
- Publication number
- CN105649107A CN105649107A CN201610174788.7A CN201610174788A CN105649107A CN 105649107 A CN105649107 A CN 105649107A CN 201610174788 A CN201610174788 A CN 201610174788A CN 105649107 A CN105649107 A CN 105649107A
- Authority
- CN
- China
- Prior art keywords
- zores
- retaining wall
- panel
- bar
- basis
- 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.)
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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
- E02D29/02—Retaining or protecting walls
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- 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
- E02D29/02—Retaining or protecting walls
- E02D29/0225—Retaining or protecting walls comprising retention means in the backfill
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- 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
- E02D29/02—Retaining or protecting walls
- E02D29/0225—Retaining or protecting walls comprising retention means in the backfill
- E02D29/0233—Retaining or protecting walls comprising retention means in the backfill the retention means being anchors
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- 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)
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
The invention relates to a reinforced soil corrugated steel plate retaining wall structure. A masonry structure is commonly used in a retaining wall, consequently, the wall is very large and heavy, the consumable amount is large, construction is complex, the period is long, and the project progress is likely to be affected due to the weather interference. In addition, the tensile performance of the masonry structure is generally poor, consequently, cracks happen to the structure, and potential safety hazards are brought to normal usage of the structure. The reinforced soil corrugated steel plate retaining wall structure comprises a foundation and a corrugated steel plate panel above the foundation. The bottom of the corrugated steel plate panel is inserted in a strip-shaped groove type opening formed in the foundation and fixed. Inverted filter packing and packing are sequentially arranged above the part, behind the corrugated steel plate panel, of the foundation. Tie bars are fixed to the back face of the corrugated steel plate panel and beaten into the inverted filter packing and the packing on the back. The reinforced soil corrugated steel plate retaining wall structure is light, clear in stress, attractive and environment-friendly in appearance, low in cost, convenient to construct and short in construction period, the defects in the prior art are overcome, and wide application prospects are achieved.
Description
Technical field
The present invention relates to a kind of retaining wall structure, it is specifically related to a kind of reinforced earth zores bar retaining wall structure.
Background technology
Common retaining wall many employings masonry structure so that it is heavy that body of wall is very large, consumable quantity is big, and construction is complicated, and the cycle is long, and is subject to the interference of weather and affects job schedule; In addition masonry structure tensile property is generally poor, causes structure crack occur, brings potential safety hazard to the normal use of structure.
Zores bar is owing to making it have excellent stress characteristic with the rib of corrugated, it is possible to disperses the stress of load to concentrate to a great extent, plays the advantage of steel construction better. In addition, for zores bar, the advantages such as it is easy for installation, environmental, cost is low make its development prospect very wide.
Summary of the invention
It is an object of the invention to provide a kind of reinforced earth zores bar retaining wall structure, make full use of that zores bar tension pressure ability is strong, dispersion load stress concentrates significant advantage, overcome the technological deficiency that existing masonry structure retaining wall is relevant.
The technical solution adopted in the present invention is:
Reinforced earth zores bar retaining wall structure, it is characterised in that:
Comprise basis and the zores bar panel of top, basis; The bar shaped grooved opening that bottom zores bar panel, insertion basis is above arranged is interior and fixes;
The top, basis at zores bar panel rear is disposed with inverted filter filler and filler; Zores bar back side of panel is fixed with lacing wire, and in the inverted filter filler squeezing into rear and filler.
Crest rib and the trough rib of zores bar panel are perpendicular to basis, and alternately arrange along retaining wall length direction;
Crest and trough place bottom zores bar panel are reserved with bolt hole, it are fixed in the bar shaped grooved opening on basis by bolt, and casting concrete is closed;
Bolt is with pad, and pad is arranged between zores bar panel and bar shaped grooved opening inwall and between bolt and bar shaped grooved opening outer wall.
Zores bar panel is fixed by draw ring with draw ring, the lacing wire of zores bar back side of panel;
Lacing wire (3) adopts reinforced concrete band, steel band or polypropylene geotextile strips, becomes 3 �㡫10 �� in the horizontal direction with zores bar panel.
The position of the fixing zores bar panel in basis is higher than other parts, and in boss structure, inverted filter filler part is positioned at above boss.
The water shoot of many roads along retaining wall length direction it is provided with from top to bottom in inverted filter filler;
Draw the water shoot being perpendicular to retaining wall length direction in the boss on basis from inverted filter filler, introduce in the waterways that zores bar panel front is arranged;
Water shoot adopts capillary penetrating drainage pipe, becomes 3 �㡫10 �� in the horizontal direction with zores bar panel.
Above inverted filter filler and filler, after zores bar panel, it is provided with tectum, it is clay filler.
The present invention has the following advantages:
The invention solves above-mentioned technical problem, the performance that better utilised zores bar is excellent, form primarily of basis, zores bar panel, lacing wire, water shoot, filler etc., by steel waved plate panel with bolt anchoring good after arrange along retaining wall length direction, zores bar panel is inserted in the basis of slotted hole, deposit concrete in groove hole, backfilling filler after rib tape being worn zores bar and having buried water shoot in advance, light structure, profile attractive in appearance environmental protection distinct by power, with low cost, easy construction, duration are short.
Accompanying drawing explanation
Fig. 1 is section structure schematic diagram of the present invention.
Fig. 2 is rear structure schematic diagram of the present invention.
Fig. 3 this present invention zores bar panel vertical view.
Fig. 4 bolt detail structure chart.
Fig. 5 basis detail structure chart.
In figure, 1-basis, 2-zores bar panel, 3-lacing wire, 4-water shoot, 5-filler, 6-inverted filter filler, 7-bolt, 8-tectum.
Embodiment
Below in conjunction with embodiment, the present invention will be described in detail.
A kind of reinforced earth zores bar retaining wall structure that the present invention relates to, comprises the zores bar panel 2 above basis 1 and basis 1, and basis 1 is reinforced concrete structural element. The bar shaped grooved opening arranged on insertion basis 1 bottom zores bar panel 2 is interior and fixes. Inverted filter filler 6 and filler 5 it is disposed with above the basis 1 at zores bar panel 2 rear; Zores bar panel 2 back side is fixed with lacing wire 3, and in the inverted filter filler 6 squeezing into rear and filler 5.
The crest rib of zores bar panel 2 and trough rib are perpendicular to basis 1, and alternately arrange along retaining wall length direction. Crest and trough place bottom zores bar panel 2 are reserved with bolt hole, it are fixed in the bar shaped grooved opening on basis 1 by bolt 7, and casting concrete is closed. Bolt 7 is with pad, and pad is arranged between zores bar panel 2 and bar shaped grooved opening inwall and between bolt 7 and bar shaped grooved opening outer wall, zores bar can be made to be subject to power more even by laying pad. Zores bar panel 2 is fixed by draw ring with draw ring, the lacing wire 3 at zores bar panel 2 back side. Lacing wire 3 adopts reinforced concrete band, steel band or polypropylene geotextile strips, becomes 3 �㡫10 �� in the horizontal direction with zores bar panel 2, the laying of rib tape and anticorrosion follow " highway Reinforced Material with Clay Engineering construction technique normalizing ". .
The position of the fixing zores bar panel 2 in basis 1 is higher than other parts, and in boss structure, inverted filter filler 6 part is positioned at above boss. The water shoot 4 of many roads along retaining wall length direction it is provided with from top to bottom in inverted filter filler 6. Draw the water shoot 4 being perpendicular to retaining wall length direction in the boss on basis 1 from inverted filter filler 6, introduce in the waterways that zores bar panel 3 front is arranged. Water shoot 4 adopts capillary penetrating drainage pipe, becomes 3 �㡫10 �� in the horizontal direction with zores bar panel 2, owing to such pipe has capillary percolation effect, therefore can discharge when the water in wall.Above inverted filter filler 6 and filler 5, being provided with tectum 8 after zores bar panel 3, be clay filler, Jiang Qipu builds on filler 5 and uses compact machine compacting, prevents rainwater from infiltrating body of wall inner. Filler 5 should carry out layering according to the position of lacing wire and spacing and fill and compacting. The filler that inverted filter 6 selects water permeability good.
The content of the present invention is not limited to cited by embodiment, and the conversion of any equivalence that technical solution of the present invention is taked by those of ordinary skill in the art by reading specification sheets of the present invention, the claim being the present invention is contained.
Claims (6)
1. reinforced earth zores bar retaining wall structure, it is characterised in that:
Comprise basis (1) and the zores bar panel (2) of top, basis (1); Zores bar panel (2) bottom is inserted in the upper bar shaped grooved opening arranged in basis (1) and is fixed;
The top, basis (1) at zores bar panel (2) rear is disposed with inverted filter filler (6) and filler (5); Zores bar panel (2) back side is fixed with lacing wire (3), and in the inverted filter filler (6) squeezing into rear and filler (5).
2. reinforced earth zores bar retaining wall structure according to claim 1, it is characterised in that:
The crest rib of zores bar panel (2) and trough rib are perpendicular to basis (1), and alternately arrange along retaining wall length direction;
Crest and the trough place of zores bar panel (2) bottom are reserved with bolt hole, it are fixed in the bar shaped grooved opening on basis (1) by bolt (7), and casting concrete is closed;
Bolt (7) is with pad, and pad is arranged between zores bar panel (2) and bar shaped grooved opening inwall and between bolt (7) and bar shaped grooved opening outer wall.
3. reinforced earth zores bar retaining wall structure according to claim 1, it is characterised in that:
Zores bar panel (2) is fixed by draw ring with draw ring, the lacing wire (3) at zores bar panel (2) back side;
Lacing wire (3) adopts reinforced concrete band, steel band or polypropylene geotextile strips, becomes 3 �㡫10 �� in the horizontal direction with zores bar panel (2).
4. reinforced earth zores bar retaining wall structure according to claim 1, it is characterised in that:
The position of the fixing zores bar panel (2) in basis (1) is higher than other parts, and in boss structure, inverted filter filler (6) part is positioned at above boss.
5. reinforced earth zores bar retaining wall structure according to claim 4, it is characterised in that:
The water shoot (4) of many roads along retaining wall length direction it is provided with from top to bottom in inverted filter filler (6);
Draw the water shoot (4) being perpendicular to retaining wall length direction in the boss on basis (1) from inverted filter filler (6), introduce in the waterways that zores bar panel (3) front is arranged;
Water shoot (4) adopts capillary penetrating drainage pipe, becomes 3 �㡫10 �� in the horizontal direction with zores bar panel (2).
6. reinforced earth zores bar retaining wall structure according to claim 1, it is characterised in that:
It is provided with tectum (8) after inverted filter filler (6) and filler (5) top, zores bar panel (3), it is clay filler.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610174788.7A CN105649107B (en) | 2016-03-25 | 2016-03-25 | Reinforced earth corrugated steel retaining wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610174788.7A CN105649107B (en) | 2016-03-25 | 2016-03-25 | Reinforced earth corrugated steel retaining wall structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105649107A true CN105649107A (en) | 2016-06-08 |
| CN105649107B CN105649107B (en) | 2017-12-05 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201610174788.7A Active CN105649107B (en) | 2016-03-25 | 2016-03-25 | Reinforced earth corrugated steel retaining wall structure |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107090848A (en) * | 2017-05-25 | 2017-08-25 | 哈尔滨工业大学 | A kind of ripple steel arch retaining wall |
| CN107700524A (en) * | 2017-09-29 | 2018-02-16 | 南京联众建设工程技术有限公司 | Corrugated sheet steel formula retaining wall |
| CN111155422A (en) * | 2020-02-21 | 2020-05-15 | 深圳市市政设计研究院有限公司 | Integral abutment based on corrugated steel plate and construction method thereof |
| CN113463682A (en) * | 2021-05-27 | 2021-10-01 | 中铁十九局集团第三工程有限公司 | Corrugated plate retaining wall structure and construction method thereof |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2014009554A (en) * | 2012-07-02 | 2014-01-20 | Jfe Metal Products & Engineering Inc | Soil retaining wall block, soil retaining wall, and construction method for the same |
| CN204225147U (en) * | 2014-11-04 | 2015-03-25 | 深圳市勘察研究院有限公司 | Concrete half gravity reinforced retaining wall |
| CN204645083U (en) * | 2015-03-23 | 2015-09-16 | 衡水力能新材料工程有限公司 | Corrugated steel retaining wall |
| CN204676593U (en) * | 2015-04-08 | 2015-09-30 | 贵州建工集团第一建筑工程有限责任公司 | A kind of superelevation overall steel-plastic Geogrid Reinforced Soil abutment wall-retaining structure |
| CN205502062U (en) * | 2016-03-25 | 2016-08-24 | 中交第一公路勘察设计研究院有限公司 | Reinforced earth ripple steel sheet retaining wall structure |
-
2016
- 2016-03-25 CN CN201610174788.7A patent/CN105649107B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2014009554A (en) * | 2012-07-02 | 2014-01-20 | Jfe Metal Products & Engineering Inc | Soil retaining wall block, soil retaining wall, and construction method for the same |
| CN204225147U (en) * | 2014-11-04 | 2015-03-25 | 深圳市勘察研究院有限公司 | Concrete half gravity reinforced retaining wall |
| CN204645083U (en) * | 2015-03-23 | 2015-09-16 | 衡水力能新材料工程有限公司 | Corrugated steel retaining wall |
| CN204676593U (en) * | 2015-04-08 | 2015-09-30 | 贵州建工集团第一建筑工程有限责任公司 | A kind of superelevation overall steel-plastic Geogrid Reinforced Soil abutment wall-retaining structure |
| CN205502062U (en) * | 2016-03-25 | 2016-08-24 | 中交第一公路勘察设计研究院有限公司 | Reinforced earth ripple steel sheet retaining wall structure |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107090848A (en) * | 2017-05-25 | 2017-08-25 | 哈尔滨工业大学 | A kind of ripple steel arch retaining wall |
| CN107700524A (en) * | 2017-09-29 | 2018-02-16 | 南京联众建设工程技术有限公司 | Corrugated sheet steel formula retaining wall |
| CN111155422A (en) * | 2020-02-21 | 2020-05-15 | 深圳市市政设计研究院有限公司 | Integral abutment based on corrugated steel plate and construction method thereof |
| CN113463682A (en) * | 2021-05-27 | 2021-10-01 | 中铁十九局集团第三工程有限公司 | Corrugated plate retaining wall structure and construction method thereof |
| WO2022247015A1 (en) * | 2021-05-27 | 2022-12-01 | 中铁十九局集团第三工程有限公司 | Retaining wall structure using corrugated plates and construction method therefor |
Also Published As
| Publication number | Publication date |
|---|---|
| CN105649107B (en) | 2017-12-05 |
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| CB03 | Change of inventor or designer information |
Inventor after: Wang Zuo Inventor after: Yan Dajiang Inventor after: Wu Hao Inventor after: Fu Lingling Inventor after: Liang Yanghui Inventor after: Li Zhulong Inventor after: Zhang Bo Inventor after: Hu Bin Inventor after: Deng Yuxun Inventor after: Liu Shiqiang Inventor after: Guo Wen Inventor after: Fu Yuankun Inventor before: Wang Zuo Inventor before: Liang Yanghui Inventor before: Li Zhulong Inventor before: Zhang Bo Inventor before: Hu Bin Inventor before: Guo Liyuan Inventor before: Liu Shiqiang |
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