CN105993673A - Vertical greening sheet-pile retaining wall and constructing method thereof - Google Patents
Vertical greening sheet-pile retaining wall and constructing method thereof Download PDFInfo
- Publication number
- CN105993673A CN105993673A CN201610535188.9A CN201610535188A CN105993673A CN 105993673 A CN105993673 A CN 105993673A CN 201610535188 A CN201610535188 A CN 201610535188A CN 105993673 A CN105993673 A CN 105993673A
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- Prior art keywords
- vertical
- wall
- breast boards
- plate
- pile
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Classifications
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- A—HUMAN NECESSITIES
- A01—AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
- A01G—HORTICULTURE; CULTIVATION OF VEGETABLES, FLOWERS, RICE, FRUIT, VINES, HOPS OR SEAWEED; FORESTRY; WATERING
- A01G9/00—Cultivation in receptacles, forcing-frames or greenhouses; Edging for beds, lawn or the like
- A01G9/02—Receptacles, e.g. flower-pots or boxes; Glasses for cultivating flowers
- A01G9/022—Pots for vertical horticulture
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
- E02D17/207—Securing of slopes or inclines with means incorporating sheet piles or piles
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Environmental Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Cultivation Of Plants (AREA)
Abstract
The invention discloses a vertical greening sheet-pile retaining wall. Two antiskid piles are connected by a vertical soil retaining sheet wall; the vertical soil retaining sheet wall is formed by vertically splicing multiple layers of soil retaining plates; flange plates of which longitudinal sections in the horizontal direction are obtuse and are arranged on the vertical soil retaining sheet wall by layers; multiple flange plates and the multiple layers of soil retaining plates are combined to form multiple layers of vertical planting grooves; a space on the bottom-layer flange plate and behind the vertical soil retaining wall is filled with an inverted filter layer; a plurality of draining holes matched with the planting grooves are formed in the soil retaining plate at the upper part of planting grooves in each layer; draining pipes are arranged in the corresponding draining holes. According to the vertical greening sheet-pile retaining wall and a constructing method thereof provided by the invention, the problems of bareness and poor landscape effect can be solved; a vertical greening idea is introduced, and a vertical space before the soil retaining plate between the two antiskid piles is sufficiently utilized, so that organic combination of engineering protection of the sheet-pile retaining wall and vertical ecological greening is realized.
Description
Technical field
The present invention relates to the landslide control of engineering field, the side slope protection fields such as water power, traffic, municipal administration, especially a kind of vertical greening pile plate wall and construction method thereof.
Background technology
Pile plate wall is that the one in landslide control, side slope protection engineering adds clamped gear technical measures, applies quite varied in water power, traffic, municipal works field.Conventional piles board wall reaches a gear protection purpose by arranging upright breast boards between two.After engineering construction, between retaining wall face upright between two and friction pile leading edge wall, space is relatively big, is additionally, since metope upright, does not possess greening condition, and therefore pile plate wall baldness is exposed, landscape effect extreme difference.
For common buildings metope, use vegetable material to seek connections with at surface of wall, fix, paste plant, that the mode such as hanging carries out the technology of vertical greening is the most perfect.But, greening module is to be attached to metope after architecture construction completes, greening structure and metope the non-integral property structure.For pile plate wall, structural integrity is poor, potential safety hazard big, maintenance management high in cost of production problem directly to use above-mentioned vertical greening technology to exist.Inclined inserting sheet pile wall is although it is contemplated that greening function, but breast boards oblique cutting enters between friction pile, requires the highest to structural stability, and construction complexity.In the design of landslide control, side slope protection protection works, increasingly pay attention to environmental friendliness, ecoscape needs, therefore, research and develop Novel greening ecology pile plate wall and there is important popularization, using value.
Summary of the invention
The technical problem to be solved is to provide a kind of vertical greening pile plate wall and construction method thereof, baldness can be solved exposed, the problem of landscape effect extreme difference, introduce vertical greening theory, make full use of the vertical space before breast boards between friction pile two, it is achieved the combination of pile plate wall engineering protection and vertical ecological afforestation.
For solving above-mentioned technical problem, the technical solution adopted in the present invention is: a kind of vertical greening pile plate wall, connected by vertical breast boards wall between two friction piles, vertical breast boards wall is for be vertically spliced to form by multilamellar breast boards, horizontal direction longitudinal section is that the flange plate of obtuse angle shape is stratified and set on vertical breast boards wall, polylith flange plate forms, after combining with multilamellar breast boards, the planting groove that multilamellar is vertical, the space after vertical breast boards wall on bottom flange plate is filled with loaded filter, the multiple osculums matched with this layer of planting groove are offered on the breast boards on each layer of planting groove top, drain pipe is installed in osculum.
Flange plate be polylith horizontal direction longitudinal section be that the edge of a wing plate of obtuse angle shape is spliced to form, plate top, each piece of edge of a wing offers draining breach.
Edge of a wing plate is the plate that longitudinal section is obtuse angle shape using the composite plate of high-strength light or precast slab to make, and the angle of obtuse angle d is 120 degree, the 1/2 of a length of horizontal segment b length of tilting section a.
Every block of flange plate is arranged between two-layer breast boards, and breast boards is vertical breast boards.
A kind of construction method of above-mentioned vertical greening pile plate wall, the method comprises the following steps:
Step 1: determine the length of breast boards by friction pile pile spacing；
Step 2: start to lay breast boards from design ground；
Step 3: when the breast boards laid reaches planting groove design height, installs flange plate, then lays breast boards on the horizontal segment of flange plate, be combined into one layer of planting groove, backfill loaded filter after the breast boards on flange plate；
Step 4: repeat the above steps 2-3, successively assembles each layer planting groove, until pile plate wall height reaches to design requirement；
Step 5: filling planting base material in each layer planting groove, planting plants, afforests pile plate wall；
Step 6: fix a drainpipe in the osculum on each layer breast boards,
I.e. complete the structure of vertical greening pile plate wall.
A kind of vertical greening pile plate wall of present invention offer and construction method thereof, have the beneficial effect that:
1, baldness can be solved exposed, the problem of landscape effect extreme difference, compare conventional piles board wall, introduce vertical greening theory, make full use of the vertical space before breast boards between friction pile two, it is achieved the combination of pile plate wall engineering protection and vertical ecological afforestation.
2, make full use of water drainage, rationally subsoil water after wall is imported planting groove and supply plant growing, contribute to forming lasting, stable ecological afforestation pile plate wall safeguard structure.
3, breast boards can be cast-in-place or prefabricated according to actual condition, can have good adaptability according to the detailing requiments Reasonable adjustment of dissimilar pile plate wall.
4, there is the advantages such as good stability, simple in construction, easy construction, it is simple to popularization and application.
Accompanying drawing explanation
The invention will be further described with embodiment below in conjunction with the accompanying drawings:
Fig. 1 is the top view of vertical greening pile plate wall of the present invention；
Fig. 2 is the front view of vertical greening pile plate wall of the present invention；
Fig. 3 is that the A-A of vertical greening pile plate wall Fig. 2 of the present invention is to sectional view；
Fig. 4 is the drawing of vertical greening pile plate wall monolayer breast boards of the present invention；
Fig. 5 is the axonometric chart of vertical greening pile plate wall of the present invention；
Fig. 6 is the axonometric chart of one layer of planting groove of the present invention.
Detailed description of the invention
As shown in figures 1 to 6, a kind of vertical greening pile plate wall, connected by vertical breast boards wall 2 between two friction piles 1, vertical breast boards wall 2 is for be vertically spliced to form by multilamellar breast boards 2-1, horizontal direction longitudinal section is that the flange plate 3 of obtuse angle shape is stratified and set on vertical breast boards wall 2, polylith flange plate 3 forms, after combining with multilamellar breast boards 2-1, the planting groove 4 that multilamellar is vertical, the space after vertical breast boards wall 2 on bottom flange plate 3 is filled with loaded filter 5, the multiple osculums 6 matched with this layer of planting groove 4 are offered on the breast boards 2-1 on each layer of planting groove 4 top, in osculum 6, drain pipe is installed, the aperture of osculum 6 is positioned on this layer of planting groove 4, with the vertical dimension 20 centimetres～30 centimetres bottom this layer of planting groove 4.
5 centimetres of the aperture of osculum 6, the level interval between two osculums 6 is 1 meter, bilevel osculum 6 can interlaced arrangement, drain pipe be preferably ABS pipe or pvc pipe.
Flange plate 3 be polylith horizontal direction longitudinal section be that the edge of a wing plate 3-1 of obtuse angle shape is spliced to form, plate 3-1 top, each piece of edge of a wing offers draining breach 3-2, and the design of draining breach 3-2 may insure that the excessive rainfall in planting groove is discharged smoothly.
Edge of a wing plate 3-1 is the plate that longitudinal section is obtuse angle shape using the composite plate of high-strength light or precast slab to make, the angle of obtuse angle d is 120 degree, the 1/2 of a length of horizontal segment b length of tilting section a, a length of 40 centimetres of tilting section a, a length of 80 centimetres of horizontal segment b, the wide c of plate is 100 centimetres.
Every block of flange plate 3 is arranged between two-layer breast boards 2-1, and breast boards 2-1 is vertical breast boards.
A kind of construction method of above-mentioned vertical greening pile plate wall, the method comprises the following steps:
Step 1: determine the length of breast boards 2-1 by friction pile pile spacing；
Step 2: start to lay breast boards 2-1 from design ground 7；
Step 3: when the breast boards 2-1 laid reaches planting groove 4 design height, flange plate 3 is installed, breast boards 2-1 is laid again on the horizontal segment of flange plate 3, it is combined into one layer of planting groove 4, loaded filter 5 is backfilled after breast boards 2-1 on flange plate 3, loaded filter 5 is sandy gravel loaded filter, and thickness is not less than 30 centimetres；
Step 4: repeat the above steps 2-3, successively assembles each layer planting groove 4, until pile plate wall height reaches to design requirement；
Step 5: filling planting base material 8 in each layer planting groove 4, planting plants, afforests pile plate wall, and plantation base material is mixed by natural soil, compound fertilizer, water-retaining agent, organic matter etc., and in planting groove, base material filling thickness is not less than 30 centimetres；
Planting plants in planting groove base material, based on the underdeveloped low brushwood of Climbing Plant and root system, shrub, draft, liana collocation, plant can be sowed or plant；
Step 6: fix a drainpipe in the osculum 6 on each layer breast boards 2-1,
I.e. complete the structure of vertical greening pile plate wall.
Claims (5)
1. a vertical greening pile plate wall, it is characterized in that: connected by vertical breast boards wall (2) between two friction piles (1), vertical breast boards wall (2) is for be vertically spliced to form by multilamellar breast boards (2-1), horizontal direction longitudinal section is that the flange plate (3) of obtuse angle shape is stratified and set on vertical breast boards wall (2), polylith flange plate (3) forms, after combining with multilamellar breast boards (2-1), the planting groove (4) that multilamellar is vertical, the space after vertical breast boards wall (2) on bottom flange plate (3) is filled with loaded filter (5), the multiple osculums (6) matched with this layer of planting groove (4) are offered on the breast boards (2-1) on each layer of planting groove (4) top, osculum is provided with drain pipe in (6).
A kind of vertical greening pile plate wall the most according to claim 1, it is characterized in that: flange plate (3) be polylith horizontal direction longitudinal section be that the edge of a wing plate (3-1) of obtuse angle shape is spliced to form, each piece of edge of a wing plate (3-1) top offers draining breach (3-2).
A kind of vertical greening pile plate wall the most according to claim 2, it is characterized in that: edge of a wing plate (3-1) is the plate that longitudinal section is obtuse angle shape using the composite plate of high-strength light or precast slab to make, the angle of obtuse angle d is 120 degree, the 1/2 of a length of horizontal segment b length of tilting section a.
A kind of vertical greening pile plate wall the most according to claim 1, it is characterised in that: every piece of flange plate (3) is arranged between two-layer breast boards (2-1).
5. the construction method of the vertical greening pile plate wall according to any one of claim 1-4, it is characterised in that the method comprises the following steps:
Step 1: determine the length of breast boards (2-1) by friction pile pile spacing；
Step 2: certainly design ground (7) and start to lay breast boards (2-1)；
Step 3: when the breast boards (2-1) laid reaches planting groove (4) design height, flange plate (3) is installed, breast boards (2-1) is laid again on the horizontal segment of flange plate (3), being combined into one layer of planting groove (4), the breast boards (2-1) on flange plate (3) backfills loaded filter (5) afterwards；
Step 4: repeat the above steps 2-3, successively assembles each layer planting groove (4), until pile plate wall height reaches to design requirement；
Step 5: filling planting base material in each layer planting groove (4), planting plants, afforests pile plate wall；
Step 6: fix a drainpipe in the osculum (6) on each layer breast boards (2-1),
I.e. complete the structure of vertical greening pile plate wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610535188.9A CN105993673A (en) | 2016-07-08 | 2016-07-08 | Vertical greening sheet-pile retaining wall and constructing method thereof |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610535188.9A CN105993673A (en) | 2016-07-08 | 2016-07-08 | Vertical greening sheet-pile retaining wall and constructing method thereof |
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| CN105993673A true CN105993673A (en) | 2016-10-12 |
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| CN201610535188.9A Pending CN105993673A (en) | 2016-07-08 | 2016-07-08 | Vertical greening sheet-pile retaining wall and constructing method thereof |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108343083A (en) * | 2018-03-13 | 2018-07-31 | 丁兆锋 | A kind of ecology earth-retaining construction |
| CN110777814A (en) * | 2019-09-25 | 2020-02-11 | 重庆工商职业学院 | Assembled three-dimensional retaining structure for slope support and construction method |
| CN110924405A (en) * | 2019-11-28 | 2020-03-27 | 中铁广州工程局集团有限公司 | Construction method of slope protection structure |
| CN110965576A (en) * | 2019-11-21 | 2020-04-07 | 四川宝鑫建设有限公司 | Pile plate retaining wall construction method capable of shortening construction period |
| CN114032949A (en) * | 2021-10-26 | 2022-02-11 | 上海勘测设计研究院有限公司 | Ecological pile plate type retaining wall and construction method thereof |
Citations (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH08120693A (en) * | 1994-10-26 | 1996-05-14 | Paritei Jipangu:Kk | Retaining wall |
| JPH1018321A (en) * | 1996-07-02 | 1998-01-20 | Showa Concrete Ind Co Ltd | Greening wall material |
| JPH1037216A (en) * | 1996-07-27 | 1998-02-10 | Masuo Murakami | Construction of concrete retaining wall structure with face of slope greened |
| KR20040078090A (en) * | 2004-08-20 | 2004-09-08 | 김길평 | A plant equipment of breast wall for road |
| KR100583558B1 (en) * | 2005-10-10 | 2006-05-26 | 주식회사 다주종합건축사사무소 | Breast wall construction of collective building |
| KR100747155B1 (en) * | 2006-11-13 | 2007-08-07 | (주)아이팝엔지니어링종합건축사사무소 | Drainage cover of front retaining wall for apartment house |
| CN201581411U (en) * | 2009-12-31 | 2010-09-15 | 中铁二院昆明勘察设计研究院有限责任公司 | Inclined inserting sheet pile wall |
| CN202809644U (en) * | 2012-10-19 | 2013-03-20 | 重庆市市政设计研究院 | Ecological pile-plank retaining wall |
| CN203222773U (en) * | 2013-04-15 | 2013-10-02 | 上海市水利工程设计研究院有限公司 | Vertical retaining wall with plantation groove |
| CN204551521U (en) * | 2015-03-30 | 2015-08-12 | 中铁七局集团第三工程有限公司 | The cast-in-place construction structure of board wall between a kind of antislide pile stake |
| CN105165453A (en) * | 2015-09-24 | 2015-12-23 | 三峡大学 | Vertical greening brick and greening method thereof |
| CN204940333U (en) * | 2015-09-13 | 2016-01-06 | 吴帆 | From embedded infiltration greening block and ecological retaining wall |
| CN105421485A (en) * | 2015-10-30 | 2016-03-23 | 杭州江润科技有限公司 | Construction method of high-fill prefabricated cast-in-situ combined pile slab wall protection structure |
-
2016
- 2016-07-08 CN CN201610535188.9A patent/CN105993673A/en active Pending
Patent Citations (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH08120693A (en) * | 1994-10-26 | 1996-05-14 | Paritei Jipangu:Kk | Retaining wall |
| JPH1018321A (en) * | 1996-07-02 | 1998-01-20 | Showa Concrete Ind Co Ltd | Greening wall material |
| JPH1037216A (en) * | 1996-07-27 | 1998-02-10 | Masuo Murakami | Construction of concrete retaining wall structure with face of slope greened |
| KR20040078090A (en) * | 2004-08-20 | 2004-09-08 | 김길평 | A plant equipment of breast wall for road |
| KR100583558B1 (en) * | 2005-10-10 | 2006-05-26 | 주식회사 다주종합건축사사무소 | Breast wall construction of collective building |
| KR100747155B1 (en) * | 2006-11-13 | 2007-08-07 | (주)아이팝엔지니어링종합건축사사무소 | Drainage cover of front retaining wall for apartment house |
| CN201581411U (en) * | 2009-12-31 | 2010-09-15 | 中铁二院昆明勘察设计研究院有限责任公司 | Inclined inserting sheet pile wall |
| CN202809644U (en) * | 2012-10-19 | 2013-03-20 | 重庆市市政设计研究院 | Ecological pile-plank retaining wall |
| CN203222773U (en) * | 2013-04-15 | 2013-10-02 | 上海市水利工程设计研究院有限公司 | Vertical retaining wall with plantation groove |
| CN204551521U (en) * | 2015-03-30 | 2015-08-12 | 中铁七局集团第三工程有限公司 | The cast-in-place construction structure of board wall between a kind of antislide pile stake |
| CN204940333U (en) * | 2015-09-13 | 2016-01-06 | 吴帆 | From embedded infiltration greening block and ecological retaining wall |
| CN105165453A (en) * | 2015-09-24 | 2015-12-23 | 三峡大学 | Vertical greening brick and greening method thereof |
| CN105421485A (en) * | 2015-10-30 | 2016-03-23 | 杭州江润科技有限公司 | Construction method of high-fill prefabricated cast-in-situ combined pile slab wall protection structure |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108343083A (en) * | 2018-03-13 | 2018-07-31 | 丁兆锋 | A kind of ecology earth-retaining construction |
| CN110777814A (en) * | 2019-09-25 | 2020-02-11 | 重庆工商职业学院 | Assembled three-dimensional retaining structure for slope support and construction method |
| CN110965576A (en) * | 2019-11-21 | 2020-04-07 | 四川宝鑫建设有限公司 | Pile plate retaining wall construction method capable of shortening construction period |
| CN110924405A (en) * | 2019-11-28 | 2020-03-27 | 中铁广州工程局集团有限公司 | Construction method of slope protection structure |
| CN114032949A (en) * | 2021-10-26 | 2022-02-11 | 上海勘测设计研究院有限公司 | Ecological pile plate type retaining wall and construction method thereof |
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| C06 | Publication | ||
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| C10 | Entry into substantive examination | ||
| CB03 | Change of inventor or designer information |
Inventor after: Ding Yu Inventor after: Li Bo Inventor after: Xu Wennian Inventor after: Liu Daxiang Inventor after: Zhang Heng Inventor before: Ding Yu |
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| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20161012 |
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