CN202416329U - Retaining structure of combined reinforced soil pile wall - Google Patents
Retaining structure of combined reinforced soil pile wall Download PDFInfo
- Publication number
- CN202416329U CN202416329U CN 201120541311 CN201120541311U CN202416329U CN 202416329 U CN202416329 U CN 202416329U CN 201120541311 CN201120541311 CN 201120541311 CN 201120541311 U CN201120541311 U CN 201120541311U CN 202416329 U CN202416329 U CN 202416329U
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- reinforced earth
- retaining structure
- barricade
- combined type
- piling wall
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Abstract
The utility model discloses a retaining structure of a combined reinforced soil pile wall, which is used for supporting a thin slope foundation and a high-fill embankment. The retaining structure comprises a gravity type retaining wall, a bearing platform, a foundation pile fixed in the thin slope foundation and multistage reinforced soil retaining walls positioned above the gravity type retaining wall; the bearing platform is positioned on the foundation pile, and the foundation pile and the bearing platform form an integrated structure; the gravity type retaining wall is in frictional contact with the bearing platform; each stage of reinforced soil retaining wall comprises a retaining wall panel, multilayer geogrids and a plurality of inclosures, wherein the retaining wall panel is arranged on the lateral surface of the high-fill embankment and connected with a soil body of the high-fill embankment through anchor rods, a plurality of geogrids are sequentially transversely laid in the soil body of the high-fill embankment along the high-fill embankment from bottom to top, and an inclosure is laminated at one end of each layer of geogrid, which is close to the retaining wall panel; and the tail ends of the geogrids are reversely folded to wrap the inclosures. The retaining structure can realize integral supporting for the thin slope foundation and the high-fill embankment, increase the filling height of the embankment and improve the stability and the applicability of the high-fill embankment.
Description
Technical field
The utility model relates to the railway bed building field, relates in particular to a kind of combined type reinforced earth piling wall retaining structure.
Background technology
Along with railway construction in China is extended to the mountain area, railway usually can be built on the ground of weak slope.Simultaneously, the requirement of, the gradient linear in order to satisfy and elevation also need be filled high embankment on the ground of weak slope.And, for the stability that prevents that foundation instability from sliding and the soil body is filled in maintenance, need to adopt retaining structure that weak slope ground and high embankment are supported.
At present, retaining structure commonly used has two kinds, and a kind of is gravity retaining wall, and it is used for the richer real area of building stones more.Yet the height that gravity retaining wall supports is limited, thereby it is of limited application.Another kind is a reinforced earth bulkhead, and it is used for lacking the regional of building stones more and it belongs to flexible structure, can bear the stability that the bigger distortion of ground also can improve the soil body.Yet reinforced earth bulkhead only plays supporting role preferably to high embankment, and is limited for the supporting role of weak slope ground, thereby, can not realize whole support to weak slope ground and high embankment.
Therefore, be necessary to provide a kind of combined type reinforced earth piling wall retaining structure to overcome above-mentioned defective.
The utility model content
The purpose of the utility model provides a kind of combined type reinforced earth piling wall retaining structure, can not only realize integrated support to weak slope ground and high embankment, and, widen the filled height of embankment, and improved the stability and the applicability of high embankment.
To achieve these goals; The utility model provides a kind of combined type reinforced earth piling wall retaining structure; Be used to support weak slope ground and high embankment, it comprises gravity barricade, cushion cap, be fixed on the foundation pile in the ground of weak slope and be positioned at the multistage reinforced earth bulkhead of gravity barricade top, and cushion cap is positioned on the foundation pile and foundation pile and cushion cap are integral structure; Gravity barricade and cushion cap CONTACT WITH FRICTION; Every grade of reinforced earth bulkhead comprises barricade panel, multilayer GSZ and a plurality of inclusion enclave, and the barricade panel is located at high embankment side and is connected with the soil body of high embankment through anchor pole, and a plurality of GSZs laterally are laid in the soil body of high embankment along high embankment from the bottom to top successively; Every layer of GSZ covered inclusion enclave near an end of barricade panel, and the terminal reflexed of GSZ wraps up inclusion enclave.
Preferably, every grade of reinforced earth bulkhead also comprises concrete pedestal, concrete cap stone and hardcore bed, and concrete pedestal and concrete cap stone are located at the two ends up and down of barricade panel respectively, and hardcore bed is located at the concrete pedestal below.
Preferably, the height of every grade of reinforced earth bulkhead is smaller or equal to 8 meters.
Preferably, the thickness of barricade panel is 0.2 meter, and the ratio of slope of barricade panel is 1: 0.05.
Preferably, the longitudinal pitch between per two anchor poles is 1 meter.
Preferably, the spacing of every layer of GSZ is 0.3 meter.
Preferably, inclusion enclave is the packed sand folder of braiding cobble.
Preferably, each cushion cap has two foundation stakes, is spaced apart 5 meters between per two foundation stakes.
Preferably, the ratio of slope of gravity barricade is 1: 0.25, and height is less than 10 meters.
Preferably, be equipped with a plurality of spilled water holes on gravity barricade and the barricade panel.
Compared with prior art; Pile foundation, cushion cap, gravity barricade and reinforced earth bulkhead in the combined type reinforced earth piling wall retaining structure of the utility model can support weak slope ground and high embankment respectively, thereby, can prevent that not only the slope ground from sliding along weak structural plane; And; Can widen embankment filled height, the stability that improves high embankment and applicability and reduce land used, thereby, guarantee the safety of railway operation and saved investment.
Through following description and combine accompanying drawing, it is more clear that the utility model will become, and these accompanying drawings are used to explain the embodiment of the utility model.
Description of drawings
Fig. 1 is the combination sketch map of the utility model combined type reinforced earth piling wall retaining structure and weak slope ground and high embankment.
Fig. 2 is the enlarged diagram of A part among Fig. 1.
Fig. 3 is the structural representation of reinforced earth bulkhead.
The specific embodiment
With reference now to accompanying drawing, describe the embodiment of the utility model, the similar elements label is represented similar elements in the accompanying drawing.
Shown in Fig. 1-3, present embodiment combined type reinforced earth piling wall retaining structure is used to support weak slope ground and high embankment, and it comprises foundation pile 10, cushion cap 11, gravity barricade 12 and multistage reinforced earth bulkhead 13.The platform that the wall of reinforced earth bulkhead 13 is arrived upon the heels of another between the gravity barricade 12 walls top seals with mortar flag stone 121.
Particularly, foundation pile 10 is fixed in the weak slope ground 20, and cushion cap 11 is positioned on the foundation pile 10 and foundation pile 10 is integral structure, gravity barricade 12 and cushion cap 11 CONTACT WITH FRICTION with cushion cap 11.Gravity barricade 12 adopts the C20 concrete masonry units, and the ratio of slope of gravity barricade 12 is that 1: 0.25 and gravity barricade 12 are provided with a plurality of first spilled water holes 122.10 meters of cushion cap 11 length, wide 3～5 meters, thick 1.5 meters, the end face of cushion cap 11 is a matsurface, can good frictional force be provided for gravity barricade 12.In addition, be spaced apart 5 meters between per two foundation stakes 10.
The height of every grade of reinforced earth bulkhead 13 is smaller or equal to 8 meters, and every grade of reinforced earth bulkhead 13 comprises barricade panel 131, GSZ 132, inclusion enclave 133, concrete pedestal 134, concrete cap stone 135 and hardcore bed 136.Barricade panel 131 adopts the cast in situs of C25 steel concrete; Thickness is 0.2 meter; Ratio of slope is 1: 0.05; And barricade panel 131 is located at high embankment 30 sides and is connected with the soil body of high embankment 30 through anchor pole 137, and barricade panel 131 is provided with a plurality of spilled water holes 138, and the longitudinal pitch between per two anchor poles 137 is 1 meter.Concrete pedestal 134 and concrete cap stone 135 are located at the two ends up and down of barricade panel 131 respectively, and hardcore bed 136 is located at concrete pedestal 134 belows, and the thickness of hardcore bed 136 is 0.5 meter.GSZ 132 laterally is laid in the soil body of high embankment 30 along high embankment 30 from the bottom to top successively; The distance between the upper and lower of every layer of GSZ 132 is 0.3 meter; Every layer of GSZ 132 covered inclusion enclave 133 at the end near barricade panel 131; The terminal reflexed of GSZ 132 is with inclusion enclave 133 parcels, and inclusion enclave 133 is the packed sand folder of braiding cobble.In addition, be provided with 4 meters wide platforms between every two-stage reinforced earth bulkhead 13, can plant vegetation, beautify the environment.
More than combine most preferred embodiment that the utility model is described, but the utility model is not limited to the embodiment of above announcement, and should contains various modification, equivalent combinations of carrying out according to the essence of the utility model.
Claims (10)
1. combined type reinforced earth piling wall retaining structure; Be used to support weak slope ground and high embankment, it comprises gravity barricade, cushion cap and is fixed on the foundation pile in the ground of weak slope, and cushion cap is positioned on the foundation pile and foundation pile and cushion cap are integral structure; Gravity barricade and cushion cap CONTACT WITH FRICTION; It is characterized in that also comprise the multistage reinforced earth bulkhead that is positioned at gravity barricade top, every grade of reinforced earth bulkhead comprises barricade panel, multilayer GSZ and a plurality of inclusion enclave; The barricade panel is located at high embankment side and is connected with the soil body of high embankment through anchor pole; The multilayer GSZ laterally is laid in the soil body of high embankment along high embankment from the bottom to top, and every layer of GSZ covered inclusion enclave near an end of barricade panel, and the terminal reflexed of GSZ wraps up inclusion enclave.
2. combined type reinforced earth piling wall retaining structure as claimed in claim 1; It is characterized in that; Every grade of reinforced earth bulkhead also comprises concrete pedestal, concrete cap stone and hardcore bed; Concrete pedestal and concrete cap stone are located at the two ends up and down of barricade panel respectively, and hardcore bed is located at the concrete pedestal below.
3. combined type reinforced earth piling wall retaining structure as claimed in claim 2 is characterized in that the height of every grade of reinforced earth bulkhead is smaller or equal to 8 meters.
4. combined type reinforced earth piling wall retaining structure as claimed in claim 3 is characterized in that the thickness of barricade panel is 0.2 meter, and the ratio of slope of barricade panel is 1: 0.05.
5. combined type reinforced earth piling wall retaining structure as claimed in claim 3 is characterized in that the longitudinal pitch between per two anchor poles is 1 meter.
6. combined type reinforced earth piling wall retaining structure as claimed in claim 3 is characterized in that the spacing of every layer of GSZ is 0.3 meter.
7. combined type reinforced earth piling wall retaining structure as claimed in claim 3 is characterized in that, inclusion enclave is the packed sand folder of braiding cobble.
8. combined type reinforced earth piling wall retaining structure as claimed in claim 1 is characterized in that each cushion cap has two foundation stakes, is spaced apart 5 meters between per two foundation stakes.
9. combined type reinforced earth piling wall retaining structure as claimed in claim 1 is characterized in that the height of gravity barricade is less than 10 meters, and the ratio of slope of gravity barricade is 1: 0.25.
10. combined type reinforced earth piling wall retaining structure as claimed in claim 1 is characterized in that, is equipped with a plurality of spilled water holes on gravity barricade and the barricade panel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201120541311 CN202416329U (en) | 2011-12-21 | 2011-12-21 | Retaining structure of combined reinforced soil pile wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201120541311 CN202416329U (en) | 2011-12-21 | 2011-12-21 | Retaining structure of combined reinforced soil pile wall |
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| Publication Number | Publication Date |
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| CN202416329U true CN202416329U (en) | 2012-09-05 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN 201120541311 Expired - Lifetime CN202416329U (en) | 2011-12-21 | 2011-12-21 | Retaining structure of combined reinforced soil pile wall |
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Cited By (19)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102966119A (en) * | 2012-12-05 | 2013-03-13 | 青岛旭域土工材料股份有限公司 | Geogrid reinforced wall and construction method thereof |
| CN103255780A (en) * | 2013-06-09 | 2013-08-21 | 西南交通大学 | Construction method for side-slope platform pile-adding in-situ soil gravity-type retaining wall |
| CN103410167A (en) * | 2013-08-29 | 2013-11-27 | 深圳市福田建安建设集团有限公司 | Three-dimensional reinforced rigid-soft composite ecological retaining wall and construction method |
| CN103541369A (en) * | 2013-10-31 | 2014-01-29 | 张胜文 | Anchor axis flat inclined type anchorage cable (rod) retaining wall structure and construction method |
| CN103806453A (en) * | 2013-12-27 | 2014-05-21 | 青岛旭域土工材料股份有限公司 | Reinforced soil structure and slide-resistant pile combined composite retaining structure |
| CN104652181A (en) * | 2015-02-25 | 2015-05-27 | 中铁第四勘察设计院集团有限公司 | Light supporting structure for existing railway station roadbed on filling roadbed |
| CN104790429A (en) * | 2015-04-09 | 2015-07-22 | 重庆大学 | Integral prestress reinforced earth retaining wall construction method |
| CN106049529A (en) * | 2016-06-21 | 2016-10-26 | 重庆交通大学 | Design and calculation method for single-row pile foundation-bearing table-retaining wall combined supporting and retaining structure |
| CN106088118A (en) * | 2016-08-19 | 2016-11-09 | 河海大学 | The method for designing of compound soil-baffling structure |
| CN106284408A (en) * | 2016-09-20 | 2017-01-04 | 广东舍卫工程技术咨询有限公司 | Pile reinforced soil retaining wall |
| CN107100195A (en) * | 2017-06-26 | 2017-08-29 | 中铁十六局集团第三工程有限公司 | A kind of soft stratum spoil disposal area supporting and retaining system construction of prevention work structure |
| CN107558490A (en) * | 2017-09-29 | 2018-01-09 | 长江勘测规划设计研究有限责任公司 | Composite foundation reinforcement rockfill barrier wall structure and construction method |
| CN108570994A (en) * | 2018-07-12 | 2018-09-25 | 中国电力工程顾问集团西北电力设计院有限公司 | Deep earthen fill zone gravity type and reinforced earth bulkhead combined support structure |
| CN109235158A (en) * | 2018-09-19 | 2019-01-18 | 中铁二院工程集团有限责任公司 | Railway high-filled embankment is wrapped up to pull-type stepped ramp type earth structure |
| CN110055982A (en) * | 2019-04-24 | 2019-07-26 | 兰州理工大学 | A kind of novel anchor holding frame lattice miniature steel pipe pile supporting system |
| CN112681022A (en) * | 2020-12-31 | 2021-04-20 | 青岛旭域土工材料股份有限公司 | Construction method for roadbed structure with existing operation railway side width and elevated track |
| CN114232402A (en) * | 2021-12-31 | 2022-03-25 | 西安公路研究院有限公司 | Roadbed filling method for reconstruction and expansion of road with limited road section |
| CN114318990A (en) * | 2022-01-19 | 2022-04-12 | 西安公路研究院有限公司 | Construction waste resource filling method for road widening |
| WO2022233162A1 (en) * | 2021-07-29 | 2022-11-10 | 江西丰强科技发展有限公司 | Waste slag field surface water infiltration, guiding, drainage and integral reinforcement structure and construction method |
-
2011
- 2011-12-21 CN CN 201120541311 patent/CN202416329U/en not_active Expired - Lifetime
Cited By (27)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102966119B (en) * | 2012-12-05 | 2015-07-01 | 青岛旭域土工材料股份有限公司 | Geogrid reinforced wall and construction method thereof |
| CN102966119A (en) * | 2012-12-05 | 2013-03-13 | 青岛旭域土工材料股份有限公司 | Geogrid reinforced wall and construction method thereof |
| CN103255780A (en) * | 2013-06-09 | 2013-08-21 | 西南交通大学 | Construction method for side-slope platform pile-adding in-situ soil gravity-type retaining wall |
| CN103410167A (en) * | 2013-08-29 | 2013-11-27 | 深圳市福田建安建设集团有限公司 | Three-dimensional reinforced rigid-soft composite ecological retaining wall and construction method |
| CN103410167B (en) * | 2013-08-29 | 2015-07-15 | 深圳市福田建安建设集团有限公司 | Three-dimensional reinforced rigid-soft composite ecological retaining wall and construction method |
| CN103541369A (en) * | 2013-10-31 | 2014-01-29 | 张胜文 | Anchor axis flat inclined type anchorage cable (rod) retaining wall structure and construction method |
| CN103541369B (en) * | 2013-10-31 | 2015-12-30 | 张胜文 | The flat inclined of anchor pulling shaft line is anchored rope or is anchored pole spacing wall construction and construction method |
| CN103806453A (en) * | 2013-12-27 | 2014-05-21 | 青岛旭域土工材料股份有限公司 | Reinforced soil structure and slide-resistant pile combined composite retaining structure |
| CN103806453B (en) * | 2013-12-27 | 2016-08-17 | 青岛旭域土工材料股份有限公司 | The compound retaining structure that a kind of earth structure and friction pile combine |
| CN104652181A (en) * | 2015-02-25 | 2015-05-27 | 中铁第四勘察设计院集团有限公司 | Light supporting structure for existing railway station roadbed on filling roadbed |
| CN104652181B (en) * | 2015-02-25 | 2017-02-01 | 中铁第四勘察设计院集团有限公司 | Light supporting structure for existing railway station roadbed on filling roadbed |
| CN104790429A (en) * | 2015-04-09 | 2015-07-22 | 重庆大学 | Integral prestress reinforced earth retaining wall construction method |
| CN104790429B (en) * | 2015-04-09 | 2016-10-05 | 重庆大学 | A kind of construction method of monoblock type prestressing force reinforced soil retaining wall |
| CN106049529A (en) * | 2016-06-21 | 2016-10-26 | 重庆交通大学 | Design and calculation method for single-row pile foundation-bearing table-retaining wall combined supporting and retaining structure |
| CN106049529B (en) * | 2016-06-21 | 2018-01-19 | 重庆交通大学 | Single pile foundation support table barricade combines retaining structure design and calculation method |
| CN106088118A (en) * | 2016-08-19 | 2016-11-09 | 河海大学 | The method for designing of compound soil-baffling structure |
| CN106284408A (en) * | 2016-09-20 | 2017-01-04 | 广东舍卫工程技术咨询有限公司 | Pile reinforced soil retaining wall |
| CN107100195B (en) * | 2017-06-26 | 2023-01-31 | 中铁十六局集团第三工程有限公司 | Retaining protection construction structure for soft stratum waste residue field |
| CN107100195A (en) * | 2017-06-26 | 2017-08-29 | 中铁十六局集团第三工程有限公司 | A kind of soft stratum spoil disposal area supporting and retaining system construction of prevention work structure |
| CN107558490A (en) * | 2017-09-29 | 2018-01-09 | 长江勘测规划设计研究有限责任公司 | Composite foundation reinforcement rockfill barrier wall structure and construction method |
| CN108570994A (en) * | 2018-07-12 | 2018-09-25 | 中国电力工程顾问集团西北电力设计院有限公司 | Deep earthen fill zone gravity type and reinforced earth bulkhead combined support structure |
| CN109235158A (en) * | 2018-09-19 | 2019-01-18 | 中铁二院工程集团有限责任公司 | Railway high-filled embankment is wrapped up to pull-type stepped ramp type earth structure |
| CN110055982A (en) * | 2019-04-24 | 2019-07-26 | 兰州理工大学 | A kind of novel anchor holding frame lattice miniature steel pipe pile supporting system |
| CN112681022A (en) * | 2020-12-31 | 2021-04-20 | 青岛旭域土工材料股份有限公司 | Construction method for roadbed structure with existing operation railway side width and elevated track |
| WO2022233162A1 (en) * | 2021-07-29 | 2022-11-10 | 江西丰强科技发展有限公司 | Waste slag field surface water infiltration, guiding, drainage and integral reinforcement structure and construction method |
| CN114232402A (en) * | 2021-12-31 | 2022-03-25 | 西安公路研究院有限公司 | Roadbed filling method for reconstruction and expansion of road with limited road section |
| CN114318990A (en) * | 2022-01-19 | 2022-04-12 | 西安公路研究院有限公司 | Construction waste resource filling method for road widening |
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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 | ||
| CX01 | Expiry of patent term |
Granted publication date: 20120905 |