CN108867219A - A kind of construction method of green roadbed peg board wall construction - Google Patents
A kind of construction method of green roadbed peg board wall construction Download PDFInfo
- Publication number
- CN108867219A CN108867219A CN201810654147.0A CN201810654147A CN108867219A CN 108867219 A CN108867219 A CN 108867219A CN 201810654147 A CN201810654147 A CN 201810654147A CN 108867219 A CN108867219 A CN 108867219A
- Authority
- CN
- China
- Prior art keywords
- fixed link
- fixed
- greening groove
- roadbed
- ground
- 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.)
- Pending
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C3/00—Foundations for pavings
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C3/00—Foundations for pavings
- E01C3/04—Foundations produced by soil stabilisation
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/02—Sheet piles or sheet pile bulkheads
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Architecture (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Environmental Sciences (AREA)
- Retaining Walls (AREA)
Abstract
A kind of construction method of green roadbed peg board wall construction increases working security and improves construction efficiency effectively to ensure the stability of greening groove structural body in green roadbed pile plate wall structure construction procedure.Include the following steps：Excavation and reinforcement stake stake well；The formwork for placing of reinforcing pile is installed；Pour reinforcing pile；Dismantling concrete template；First layer greening groove structural body on ground is installed；Fixed link is set in the side ground for leaning on filling body close in the middle part of first layer greening groove structural body；Support rod is set on the inside of fixed link；First piece of breast boards structure is installed among fixed link and reinforcing pile；Repeat aforementioned until completing the installation of all greening groove structural bodies, breast boards；Tensioning rope is fixed at the top of fixed link；Tensioning rope is fixed in the middle part of fixed link；The fixed tensioning rope outer end at the top of fixed link and middle part is fixed on the outside of filling body engineering on the anchorage pile of ground；Support rod is arranged in dismounting on the inside of fixed link；Placement in layers roadbed filling soil, until design position；Remove tensioning rope, fixed link；Nutrition Soil is put into the greening groove of greening groove structural body.
Description
Technical field
The present invention relates to a kind of construction methods of green roadbed peg board wall construction.
Background technique
Roadbed pile plate wall is using very extensive in reinforcing engineering, and structure is by steel bar concrete reinforcement stake and earth-retaining board group
At, therefore be difficult to carry out Green Protection to structure, but with the continuous promotion of people's living standard, it is higher and higher to environmental requirement,
Especially in environmentally sensitive areas such as residential block, scenic spots, present inventors have proposed a kind of roadbed stakes with Green Protection function
Slab-wall structure is provided with breast boards and greening groove structural body in the structure.Traditional foundations pile plate wall breast boards is usually that piecemeal is put
Fixation is set, then placement in layers, circulation completes construction according to this, two layers of construction at most every since earth-retaining board width is generally 0.5m
Constructing soil, which just needs to install, fixes one piece of breast boards, therefore roadbed filling construction efficiency is very low.It is new in the structure that the present inventor proposes
The greening groove structural body of a kind of thickness very little and out-shift of gravity center is increased, therefore if pressing traditional roadbed peg board wall construction method,
Construction efficiency is lower, and greening groove structural body is not fixed easily in work progress, easily generation unstability, therefore needs to propose to be suitable for green
The construction method of color roadbed peg board wall construction, and have the characteristics that construction safety, quickly, conveniently, it is economical.
Summary of the invention
Technical problem to be solved by the invention is to provide a kind of construction methods of green roadbed peg board wall construction, with effective
Ensure the stability of greening groove structural body in green roadbed pile plate wall structure construction procedure, increase working security and improves construction
Efficiency.
It is as follows that the present invention solves the technical solution that above-mentioned technical problem is taken：
A kind of construction method of green roadbed peg board wall construction of the present invention, includes the following steps：
(1), the excavation and reinforcement stake stake well in Rock soil Foundation；
(2), the formwork for placing of the reinforcing pile with flange structural is installed on the ground；
(3), reinforcing pile armored concrete is poured；
(4), pile concrete intensity to be reinforced reaches design requirement, dismantling concrete template；
(5), first layer greening groove structural body on ground is installed；
(6), fixed link, fixed link are set in the side ground for leaning on filling body close in the middle part of first layer greening groove structural body
Bottom enter certain depth in ground, top slightly above reinforces stake top；
(7), support rod is set on the inside of fixed link；
(8), first piece of breast boards structure is installed among fixed link and reinforcing pile；
(9), step (5)-(8) are repeated until completing the installation of all greening groove structural bodies, breast boards；
(10), tensioning rope is fixed at the top of fixed link；
(11), tensioning rope is fixed in the middle part of fixed link, and is stretched out on the outside of breast boards by the hole for hoist of breast boards；
(12), the anchor that the fixed tensioning rope outer end at the top of fixed link and middle part is fixed on ground on the outside of filling body engineering is drawn
In stake；
(13), it removes and support rod is set on the inside of fixed link；
(14), placement in layers roadbed filling soil, until design position；
(15), the fixation tensioning rope that at the top of fixed link and middle part is set is removed；
(16), fixed link is removed；
(17), it is put into Nutrition Soil in the greening groove of greening groove structural body, plant green plants and pours maintenance.
The invention has the advantages that efficiently solving, constructing soil construction efficiency after Traditional foundations pile plate wall and wall is low to be asked
Topic, and ensure that greening groove structural body stability in green roadbed pile plate wall structure construction procedure, the construction method tool of proposition
Have construction safety, quickly, conveniently, it is economical the features such as.
Detailed description of the invention
This specification includes following eight width attached drawing：
Fig. 1 is the schematic cross-section of green roadbed peg board wall construction；
Fig. 2 is the sectional view of the line A-A along Fig. 1；
Fig. 3 is reinforcing pile ground line in green roadbed peg board wall construction with the cross-sectional view of upper bit.
Fig. 4 is the top view of greening groove structural body in green roadbed peg board wall construction；
Fig. 5 is the left view of greening groove structural body in green roadbed peg board wall construction；
Fig. 6 is the sectional view of the line B-B along Fig. 1；
Fig. 7 is the sectional view of the line C-C along Fig. 1；
Fig. 8 is that the breast boards before green roadbed peg board wall construction constructing soil construction adds with greening groove structural body interim stabilization
Gu schematic diagram.
Component name and corresponding label are shown in figure：Reinforcing pile 1, flange structural 11, breast boards 2, greening slot structure
Body 3, rear portion 31, front 32, notch 33, constructing soil 4, Nutrition Soil 5, green plants 6, ground line D, fixed link 7, support rod
8, tensioning rope 9, anchorage pile 10.
Specific embodiment
Present invention will be further explained below with reference to the attached drawings and examples：
Referring to Fig.1, green roadbed peg board wall construction is adjacent including the reinforcing pile 1 being horizontally arranged at interval in Rock soil Foundation
Breast boards 2 is hung on two reinforcing piles 1,4 placement in layers of constructing soil is in rear side.Referring to Fig. 4 and Fig. 5, adjacent two reinforcing pile 1
Upper longitudinal gap hangs greening groove structural body 3, and the rear portion 31 of greening groove structural body 3, front 32 form card slot knot in both lateral sides
Structure 33, setting accommodates Nutrition Soil 5 and plants the greening groove of green plants 6 on front 32.Referring to Fig. 2 and Fig. 3, the reinforcing pile 1
The cross section of the part ground line D or less is in rectangle, and the outer end two sides of ground line D or more, which have, to be extended transversely outward and vertically extending
Flange structural 11.Referring to Fig. 7, corresponding flange structural 11 is inserted into 3 two sides of greening groove structural body on adjacent two reinforcing pile 1
In notch 33.Referring to Fig.1 and Fig. 6, breast boards 2 is hung between the rear portion 31 of of vertically-adjacent two greening grooves structural body 3, kept off
It is tightly attached to the inside of flange structural 11 in the both ends of native plate 2.
Referring to Fig.1, closing slope and reinforcing force structure of the reinforcing pile 1 as constructing soil 4, the reinforcing pile 1 of ground line D or more
Block supporter of the flange structural 11 as breast boards 2 and greening groove structural body 3, breast boards 2 and greening groove structural body 4, which are used as, to be added
Gu 1 soil-baffling structure between stake.Greening groove structural body 3 is simultaneously as plantation green plants 6 and the load-carrying members for placing Nutrition Soil 5
Body, Nutrition Soil 5 can provide lasting nutrient for the green plants 6 of plantation, and the foundation pile board wall that satisfies the need of green plants 6 plays greening and makees
With beautifying the environment.The structure solves the problems, such as the structural strengthening of roadbed pile plate wall and Green Protection, have construction is simple,
The features such as construction investment is low has popularization and application foreground, and meets the requirement of environmental protection.
Under normal circumstances, the width 0.5m of the flange structural 11, with a thickness of 0.3m.The breast boards 2, greening slot structure
Body 3 using armored concrete it is prefabricated, 2 width of breast boards be 0.5m, greening groove structural body 3 with a thickness of 0.1-0.2m.It is described green
The change vertically arranged spacing of slot structure body 3 is 1-2m, and the width of the front 32 of exposure is 0.3-0.4m.Thickness is arranged in the Nutrition Soil 3
0.3-0.5m is spent, green plants 4 uses stunted brushwood or liana.
Referring to Fig.1, Fig. 8, a kind of construction method of above-mentioned green roadbed peg board wall construction of the present invention, this method includes as follows
Step：
(1) 1 well of excavation and reinforcement stake in Rock soil Foundation；
(2) formwork for placing of the reinforcing pile 1 with flange structural is installed on the ground；
(3) 1 armored concrete of reinforcing pile is poured；
(4) reach design requirement, dismantling concrete template to 1 concrete strength of reinforcing pile；
(5) first layer greening groove structural body 3 on ground is installed；
(6) setting fixed link 7, fixed link in 4 side ground of constructing soil are being leaned on close in the middle part of first layer greening groove structural body 3
7 bottom enters certain depth in ground, and top is slightly above 1 stake top of reinforcing pile；
(7) support rod 8 is set on the inside of fixed link 7；
(8) first piece of 2 structure of breast boards is installed among fixed link 7 and reinforcing pile 1；
(9) step (5)-(8) are repeated until completing the installation of all greening groove structural bodies 3, breast boards 2；
(10) tensioning rope 9 is fixed at the top of fixed link 7；
(11) tensioning rope 9 is fixed in the middle part of fixed link 7, and 2 outside of breast boards is stretched out by the hole for hoist of breast boards 2；
(12) fixed 9 outer end of tensioning rope in 7 top of fixed link and middle part is fixed on the anchor of ground on the outside of 4 engineering of constructing soil
On anchor 10；
(13) it removes and support rod 8 is set on the inside of fixed link 7；
(14) placement in layers roadbed filling soil 4, until design position；
(15) the fixation tensioning rope 9 that 7 top and middle part of fixed link are set is removed；
(16) fixed link 7 is removed；
(17) it is put into Nutrition Soil 5 in the greening groove of greening groove structural body 3, plants green and plants 6 objects and pour maintenance.
Constructing soil construction efficiency is low after the present invention efficiently solves the problems, such as Traditional foundations pile plate wall and wall, and ensure that
Greening groove structural body stability in green roadbed pile plate wall structure construction procedure, the construction method of proposition have construction safety, fast
Speed, conveniently, it is economical the features such as.
The above is a kind of some principles of green roadbed pile plate wall construction method of the present invention that explain through diagrams,
It is not intended to for the present invention being confined in the shown and described construction method scope of application, therefore all phases that may be utilized
It should modify and equivalent, belong to the applied the scope of the patents of the present invention.
Claims (1)
1. technical problem solved by the invention is to provide a kind of construction method of green roadbed peg board wall construction, this method includes
Following steps：
(1), excavation and reinforcement stake (1) the stake well in Rock soil Foundation；
(2), the formwork for placing of the reinforcing pile (1) with flange structural is installed on the ground；
(3), reinforcing pile (1) armored concrete is poured；
(4), reach design requirement, dismantling concrete template to reinforcing pile (1) concrete strength；
(5), first layer greening groove structural body (3) on ground is installed；
(6), fixed link (7) are being set in the ground of constructing soil (4) side close in the middle part of first layer greening groove structural body (3), Gu
The bottom of fixed pole (7) enters certain depth in ground, and top is slightly above reinforcing pile (1) stake top；
(7), support rod (8) are set on the inside of fixed link (7)；
(8), first piece of breast boards (2) structure is installed among fixed link (7) and reinforcing pile (1)；
(9), step (5)-step (8) are repeated until completing the installation of all greening groove structural bodies (3), breast boards (2)；
(10), at the top of fixed link (7) fixed tensioning rope (9)；
(11), in the middle part of fixed link (7) fixed tensioning rope (9), and breast boards (2) are stretched out outside by the hole for hoist of breast boards (2)
Side；
(12), fixed tensioning rope (9) outer end at the top of fixed link (7) and middle part is fixed on ground on the outside of constructing soil (4) engineering
Anchorage pile (10) on；
(13), it removes and support rod (8) is set on the inside of fixed link (7)；
(14), placement in layers roadbed filling is native (4), until design position；
(15), fixation tensioning rope (9) of the setting at the top of fixed link (7) with middle part is removed；
(16), fixed link (7) are removed；
(17), it is put into the greening groove of greening groove structural body (3) Nutrition Soil (5), plants green and plant (6) object and pour maintenance.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810654147.0A CN108867219A (en) | 2018-06-22 | 2018-06-22 | A kind of construction method of green roadbed peg board wall construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810654147.0A CN108867219A (en) | 2018-06-22 | 2018-06-22 | A kind of construction method of green roadbed peg board wall construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108867219A true CN108867219A (en) | 2018-11-23 |
Family
ID=64294568
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810654147.0A Pending CN108867219A (en) | 2018-06-22 | 2018-06-22 | A kind of construction method of green roadbed peg board wall construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108867219A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110894700A (en) * | 2019-11-03 | 2020-03-20 | 中铁二院工程集团有限责任公司 | Soil foundation road shoulder pile slab wall reinforcing structure and construction method |
| CN111118994A (en) * | 2019-11-04 | 2020-05-08 | 中铁二院工程集团有限责任公司 | Soil foundation road shoulder pile plate wall large-deformation rapid repair reinforcing structure and construction method |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100955363B1 (en) * | 2009-04-08 | 2010-04-29 | 조정태 | Panel block |
| CN203741848U (en) * | 2013-12-25 | 2014-07-30 | 深圳市工勘岩土工程有限公司 | Steel tube plate type retaining structure |
| CN104358273A (en) * | 2014-10-13 | 2015-02-18 | 杭州江润科技有限公司 | Construction method for cast-in-place prefabricated combined type earth-retaining wall structure |
| CN108166514A (en) * | 2018-01-08 | 2018-06-15 | 中铁二院工程集团有限责任公司 | Greening Retaining Wall construction between stake |
-
2018
- 2018-06-22 CN CN201810654147.0A patent/CN108867219A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100955363B1 (en) * | 2009-04-08 | 2010-04-29 | 조정태 | Panel block |
| CN203741848U (en) * | 2013-12-25 | 2014-07-30 | 深圳市工勘岩土工程有限公司 | Steel tube plate type retaining structure |
| CN104358273A (en) * | 2014-10-13 | 2015-02-18 | 杭州江润科技有限公司 | Construction method for cast-in-place prefabricated combined type earth-retaining wall structure |
| CN108166514A (en) * | 2018-01-08 | 2018-06-15 | 中铁二院工程集团有限责任公司 | Greening Retaining Wall construction between stake |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110894700A (en) * | 2019-11-03 | 2020-03-20 | 中铁二院工程集团有限责任公司 | Soil foundation road shoulder pile slab wall reinforcing structure and construction method |
| CN111118994A (en) * | 2019-11-04 | 2020-05-08 | 中铁二院工程集团有限责任公司 | Soil foundation road shoulder pile plate wall large-deformation rapid repair reinforcing structure and construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105041349B (en) | A kind of excavating construction method that station is digged on the basis of Subway Tunnel shield tunnel | |
| CN104532851A (en) | Recycling assembling type double-row pile and supporting method thereof | |
| CN108867219A (en) | A kind of construction method of green roadbed peg board wall construction | |
| CN107165177A (en) | A kind of side slope supporting construction method | |
| CN106065668B (en) | A kind of construction techniques | |
| CN203716156U (en) | Pit-in-pit city gate hole type excavation construction structure in deep foundation pit | |
| CN107476315A (en) | A kind of prefabricated component and its construction method being directed to close to type foundation ditch | |
| CN207092103U (en) | A kind of deep foundation pit supporting structure | |
| CN206887939U (en) | It is applied to the flexible shroud of steel reinforcement cage under coral reef geology | |
| CN206337566U (en) | Foundation ditch vertical prestressing anchor pole supporting construction | |
| CN206529712U (en) | Assembled steel reinforced concrete aliform type culvert opening | |
| CN205276289U (en) | Prestressed concrete beam formula double row pile struts system | |
| CN111851510B (en) | Earth rock foundation pit blasting excavation system and construction method applying same | |
| CN106801384A (en) | Assembled steel reinforced concrete aliform type culvert opening and construction method | |
| CN211573530U (en) | Large-scale karst cavity top filling formula tunnel prevents structure that falls into rocks | |
| CN211872847U (en) | Wall body transformation structure suitable for old flood control wall | |
| CN113718802A (en) | Ecological concrete rock-soil slope protection structure and construction method | |
| CN206986915U (en) | A kind of fan platform installation foundation | |
| CN207685879U (en) | A kind of lift stake reinforcing bearing platform construction platform | |
| CN112942377A (en) | Novel support shear-resistant structure and construction method thereof | |
| CN206942208U (en) | A kind of Liftable type migratory bird people place | |
| CN210315583U (en) | Foundation pit supporting structure | |
| CN111075471A (en) | Large karst cavity top filling type tunnel rockfall prevention structure and construction method | |
| CN220377322U (en) | High abrupt side slope reinforced structure | |
| CN208455645U (en) | Dado structure between the foundation pit supporting system stake of low field level ground |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20181123 |
|
| WD01 | Invention patent application deemed withdrawn after publication |