CN106193060A - The method on top board greening heap slope, storehouse, a kind of ground - Google Patents
The method on top board greening heap slope, storehouse, a kind of ground Download PDFInfo
- Publication number
- CN106193060A CN106193060A CN201610527450.5A CN201610527450A CN106193060A CN 106193060 A CN106193060 A CN 106193060A CN 201610527450 A CN201610527450 A CN 201610527450A CN 106193060 A CN106193060 A CN 106193060A
- Authority
- CN
- China
- Prior art keywords
- storehouse
- ground
- top board
- polyvinyl chloride
- foam 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.)
- Pending
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Classifications
-
- 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
- E02D17/18—Making embankments, e.g. dikes, dams
-
- 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
- E02D29/16—Arrangement or construction of joints in foundation structures
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0004—Synthetics
- E02D2300/0006—Plastics
- E02D2300/0007—PVC
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The method that the invention provides top board greening heap slope, storehouse, a kind of ground, lays polyvinyl chloride foam plate on the top board of storehouse, ground, including first setting drainage system on the top board of storehouse, ground, marks polyvinyl chloride foam plate back filled region；In the corner of polyvinyl chloride foam plate back filled region, fixed angles is set；Using multiple polyvinyl chloride foam plate on top board enterprising windrow slope, storehouse, ground, wherein every block of sheet material uses employing U-shaped reinforcing bar button between fissure of displacement overlap joint, mutually the two boards material of overlap joint to connect fixing；Then earthing backfill；Finally carry out being compacted levelling.Lay EPS sheet at Di Kuding, alleviate Di Ku top load so that storehouse, ground over top resistance to shear of soil redistribution, storehouse, ground top structure stress can be effectively improved.
Description
The application is filing date JIUYUE in 2014 29, Application No. 201410511569.4, invention entitled " storehouse, a kind of ground
Top board greening heap slope method " divisional application.
Technical field
The invention belongs to gardens cultivation field, be specifically related to top board greening heap slope, storehouse, a kind of ground method.
Background technology
Ground storehouse top board Greening Design and hard construction, first have to it is considered that top board Load Problems.Therefore, top board is alleviated certainly
Weight, improves the weight bearing power of top board, is just particularly important.And prior art is typically taked following measures: (1) rationally selects
Planting soil, (2) control thickness of earth covering, and (3) focus on floristic selection, and (4) are different according to top board different parts bearing capacity, enter
Row targeted design, (5) focus on waterproof and draining.
And above-mentioned technology major defect is: only rely mainly on prevention, limit the performance space of landscape design.
Summary of the invention
The present invention is directed to disadvantage mentioned above, it is provided that the method on storehouse, a kind of ground top board greening heap slope, use polyvinyl chloride foam
Plate (EPS sheet) carries out heap slope, alleviates top board deadweight, improves the load-carrying ability of top board.
For achieving the above object, the present invention takes following technical proposals to realize:
The method on storehouse, a kind of ground top board greening heap slope, lays EPS sheet on the top board of storehouse, ground, specifically includes following steps:
Step a, first sets drainage system on the top board of storehouse, ground, carries out the structure base being built in storehouse, ground top board simultaneously
Location construction, marks EPS sheet back filled region；
Step b, in the corner of EPS sheet back filled region, arranges fixed angles；
Step c, uses multiple EPS sheet on top board enterprising windrow slope, storehouse, ground, and wherein every block of sheet material uses fissure of displacement overlap joint, mutually overlaps
Two boards material between to use U-shaped reinforcing bar button to connect fixing；
Step d, after EPS sheet sets, lays every soil layer, then backfills planting soil, carry out earthing backfill；
Step e, after earthing backfill, is compacted levelling to the backfill earthwork.
Described polyvinyl chloride foam plate (EPS sheet) be by after the heated prefoam of expandable polystyrene bead in a mold
Hot briquetting and the prepared polystyrol plastic foam plate material with hole-closing structure.This sheet material, from heavy and light, has high-compressibility,
Structural behaviour is stable, is good off-loading material, uses suitable heap slope method, and the structure that can be effectively improved Di Ku top should
Power.
Further, a length of 750mm in fixed angles both sides in described step b.
Further, the parameter of described polyvinyl chloride foam plate is apparent density >=15.0/m3, compressive strength >=60kpa.
Preferably, the parameter of described polyvinyl chloride foam plate is apparent density >=20.0/m3, compressive strength >=
100kpa。
Preferably, the U-shaped bar diameter in described step c is 10mm.
Further, when the polyvinyl chloride foam plate of the superiors uses in described step c, it is provided above nonwoven at cystosepiment
Cloth sealing coat.
Further, when described step d backfills planting soil, from edge to center, backfill in order from low spot to high point.
Further, in described step e, the backfill earthwork is arranged above hard surfacing, configuration reinforcement in concrete basal layer.
In a word, the invention have the benefit that
The method on the top board greening heap slope, storehouse, ground that the present invention provides, uses EPS sheet to backfill, utilizes the feature of EPS itself, add
The heap slope method that the upper present invention provides so that storehouse, ground over top resistance to shear of soil redistribution, can be effectively improved storehouse, ground top structure
Stress.
Further, fixed angles is set in the corner of EPS sheet back filled region, when can control EPS sheet construction, will not slide.
Further, during EPS sheet heap slope, use the fissure of displacement to overlap and add U-shaped reinforcing bar button and connect control, it is ensured that connect
Fixing firm, control the deformation of EPS sheet monomer simultaneously.
Further, EPS sheet, when the superiors use, adds non-woven fabrics sealing coat simultaneously, it is ensured that EPS sheet is not returned
Earth fill breakage in installation.
Further, when backfill construction, in strict accordance with from edge to center, backfill the most in order, can be effective
Avoid the destruction to EPS back filled region.
Further, when being compacted levelling, if top is hard surfacing, should configuration reinforcement, reinforcement in concrete basal layer
Intensity, it is to avoid road surface subsides or EPS sheet back filled region is caused damage.
Accompanying drawing explanation
Fig. 1 is the structural representation on EPS sheet heap slope in the embodiment of the present invention 1.
Detailed description of the invention
Describe the present invention below in conjunction with embodiment.
The parameter of the EPS sheet selected in the present invention is: when being arranged above greenery patches, and EPS sheet requires: apparent density >=15.0
/ m3, compressive strength >=60kpa, heat conductivity≤0.04w/m k, water absorption rate %≤6, burning classification reaches B2 level.And work as
When being arranged above hard ground, Yuan Lu, square, passageway for fire apparatus, it is desirable to apparent density >=20.0/m3, compressive strength >=100kpa.
Embodiment 1
Top board greening heap slope, storehouse, ground method, specifically includes:
Step a, carries out the draining of storehouse, ground top board, uses tissue net ditch to realize ground storehouse top board draining in the present embodiment.
While completing storehouse, ground top board drainage construction, for requiring that the structures being built in top board basic unit carry out foundation location
Construction, carries out excess load superelevation back filled region construction layout, marks EPS sheet back filled region, simultaneously record backfill elevation and requirement.
Step b, in the corner marking EPS sheet back filled region, carries out fixed angles with half brick setting, generally two length of sides 750mm,
It is highly three pieces of bricks, controls will not slide during EPS sheet construction.
Step c, carries out EPS heap slope, and Fig. 1 is the structural representation on EPS sheet heap slope in the embodiment of the present invention 1.Such as Fig. 1 institute
Showing, on storehouse, ground top board 1, one end is provided with fixed angles 2, within fixed angles 2, is provided with EPS sheet heap slope, described EPS on storehouse, ground top board 1
Sheetpile slope is formed by multiple EPS sheet 1 fissure of displacement overlap joint, is piled into stepped.For controlling monomer deformation, between adjacent two pieces of EPS sheet
Also add U-shaped reinforcing bar button 4 and connect fixing.
Wherein U-shaped reinforcing bar button 4 Φ 10 round steel makes, it is ensured that firmness.
And EPS sheet and U-shaped reinforcing bar are buckled in the superiors and use, clasp geotextiles (non-woven fabrics) sealing coat simultaneously, do not backfilled
Destroyed during earthwork construction.
Step d, earthing is levelling, completes after soil layer is protected completing EPS sheet backfill, carries out an acceptance inspection finished surface, its mark
After high and peripheral control all reaches requirement acceptance(check), enter planting soil and basic unit's backfill construction.
Backfill planting soil and basic unit backfill time, it is necessary to focus on to EPS backfill finished product protection, it is desirable to from edge to center, from
Low spot is to the orderly backfill of high point.As not in place in the backfill of EPS sheet top, firmly can not go up machinery.
Step e, is compacted levelling.Complete earthing backfill, while confirming absolute altitude, the backfill earthwork is being compacted levelling.
If top is hard surfacing, it is necessary to configuration reinforcement in concrete basal layer, generally, the thick C20 of carriageway 200
Concrete, joins Φ 12@200 single-layer bidirectional muscle, and 120 thick C20 concretes, Φ 8@200 single-layer bidirectional muscle are joined in People's Bank of China and little square.Every 6 meters set change
Shape seam one, or 6 meters × 6 meters expansion joints process, it is ensured that differential settlement does not brings clumsy disorderly seam to terrace is apparent.
Although the present invention is open as above with preferred embodiment, but it is not for limiting the present invention, any this area
Technical staff without departing from the spirit and scope of the present invention, may be by the method for the disclosure above and technology contents to this
Bright technical scheme makes possible variation and amendment, therefore, every content without departing from technical solution of the present invention, according to the present invention
Technical spirit to any simple modification made for any of the above embodiments, equivalent variations and modification, belong to technical solution of the present invention
Protection domain.
Claims (6)
1. the method on storehouse, ground top board greening heap slope, it is characterised in that lay polyvinyl chloride foam plate, tool on the top board of storehouse, ground
Body comprises the following steps:
Step a, first sets drainage system on the top board of storehouse, ground, carries out the structure base being built in storehouse, ground top board simultaneously
Location construction, marks polyvinyl chloride foam plate back filled region；
Step b, in the corner of polyvinyl chloride foam plate back filled region, arranges fixed angles；
Step c, uses multiple polyvinyl chloride foam plate on top board enterprising windrow slope, storehouse, ground, and wherein every block of sheet material uses the fissure of displacement to take
Connect, mutually use U-shaped reinforcing bar button to connect between the two boards material of overlap joint fixing；
Step d, after polyvinyl chloride foam plate sets, lays every soil layer, then backfills planting soil, carry out multiple earthing backfill；
Step e, after earthing backfill, is compacted levelling to the backfill earthwork；
When described step d backfills planting soil, from edge to center, backfill in order from low spot to high point, in described step e, return
Earth fill is arranged above hard surfacing, configuration reinforcement in concrete basal layer.
The method on greening heap slope the most according to claim 1, it is characterised in that fixed angles two length of side in described step b
For 750mm.
The method on greening heap slope the most according to claim 1, it is characterised in that the parameter of described polyvinyl chloride foam plate is
Apparent density >=15.0/m3, compressive strength >=60kpa.
The method on greening heap slope the most according to claim 1, it is characterised in that the parameter of described polyvinyl chloride foam plate is
Apparent density >=20.0/m3, compressive strength >=100kpa.
The method on greening heap slope the most according to claim 1, it is characterised in that the U-shaped bar diameter in described step c is
10mm。
The method on greening heap slope the most according to claim 1, it is characterised in that the polychlorostyrene second of the superiors in described step c
When alkene cystosepiment uses, it is provided above non-woven fabrics sealing coat at cystosepiment.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610527450.5A CN106193060A (en) | 2014-09-29 | 2014-09-29 | The method on top board greening heap slope, storehouse, a kind of ground |
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610527450.5A CN106193060A (en) | 2014-09-29 | 2014-09-29 | The method on top board greening heap slope, storehouse, a kind of ground |
| CN201410511569.4A CN104278683B (en) | 2014-09-29 | 2014-09-29 | The method on top board greening heap slope, storehouse, a kind of ground |
Related Parent Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410511569.4A Division CN104278683B (en) | 2014-09-29 | 2014-09-29 | The method on top board greening heap slope, storehouse, a kind of ground |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106193060A true CN106193060A (en) | 2016-12-07 |
Family
ID=52253991
Family Applications (4)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610527498.6A Pending CN106193061A (en) | 2014-09-29 | 2014-09-29 | The method on top board greening heap slope, storehouse, a kind of ground |
| CN201610522335.9A Pending CN106193058A (en) | 2014-09-29 | 2014-09-29 | The method on top board greening heap slope, storehouse, a kind of ground |
| CN201610527450.5A Pending CN106193060A (en) | 2014-09-29 | 2014-09-29 | The method on top board greening heap slope, storehouse, a kind of ground |
| CN201410511569.4A Expired - Fee Related CN104278683B (en) | 2014-09-29 | 2014-09-29 | The method on top board greening heap slope, storehouse, a kind of ground |
Family Applications Before (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610527498.6A Pending CN106193061A (en) | 2014-09-29 | 2014-09-29 | The method on top board greening heap slope, storehouse, a kind of ground |
| CN201610522335.9A Pending CN106193058A (en) | 2014-09-29 | 2014-09-29 | The method on top board greening heap slope, storehouse, a kind of ground |
Family Applications After (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410511569.4A Expired - Fee Related CN104278683B (en) | 2014-09-29 | 2014-09-29 | The method on top board greening heap slope, storehouse, a kind of ground |
Country Status (1)
| Country | Link |
|---|---|
| CN (4) | CN106193061A (en) |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104988950B (en) * | 2015-07-03 | 2017-01-18 | 中国十七冶集团有限公司 | Large-scale underground garage cast-in-place concrete roof embedded EPS block construction method |
| CN106223550B (en) * | 2016-07-21 | 2019-01-22 | 中国建筑第八工程局有限公司 | The off-loading structure and load reducing measure of construction landscape high fill body |
| CN112796239A (en) * | 2021-02-03 | 2021-05-14 | 西安世纪金属结构有限公司 | Take steel ripple culvert pipe structure of EPS offloading board |
| CN112982447A (en) * | 2021-02-27 | 2021-06-18 | 中国矿业大学 | Strip mine refuse dump with ecological step slope surface structure |
| CN114482417A (en) * | 2021-12-23 | 2022-05-13 | 上海二十冶建设有限公司 | Method for greening slope stacking of top plate of basement |
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|---|---|---|---|---|
| JP2001279673A (en) * | 2000-03-29 | 2001-10-10 | Mitsubishi Kagaku Form Plastic Kk | Foam resin molding for eps construction method |
| CN1529020A (en) * | 2003-10-08 | 2004-09-15 | 深圳市金晖生态环境有限公司 | Roofing greening system |
| CN101084733A (en) * | 2006-06-07 | 2007-12-12 | 陈建 | Roof afforestation structure |
| CN202425368U (en) * | 2011-12-28 | 2012-09-12 | 广州普邦园林股份有限公司 | Greening planting soil slope structure capable of reducing floor slab load |
| CN203188492U (en) * | 2013-01-23 | 2013-09-11 | 重庆文理学院 | Green roof with efficient rain remaining and nitrogen regulating and control capacity |
Family Cites Families (4)
| Publication number | Priority date | Publication date | Assignee | Title |
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| JP2916961B2 (en) * | 1991-08-01 | 1999-07-05 | 財団法人リバーフロント整備センター | Rapid construction method of earthwork |
| CN103628630A (en) * | 2012-08-21 | 2014-03-12 | 邹新建 | Comprehensive technology and construction method of planted roof engineering |
| CN203701446U (en) * | 2014-01-23 | 2014-07-09 | 陕西华建防水工程有限公司 | Roof structure for garage roof planting |
| CN203821675U (en) * | 2014-04-25 | 2014-09-10 | 华南理工大学 | Large space saddle type integral greening structure roof system |
-
2014
- 2014-09-29 CN CN201610527498.6A patent/CN106193061A/en active Pending
- 2014-09-29 CN CN201610522335.9A patent/CN106193058A/en active Pending
- 2014-09-29 CN CN201610527450.5A patent/CN106193060A/en active Pending
- 2014-09-29 CN CN201410511569.4A patent/CN104278683B/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001279673A (en) * | 2000-03-29 | 2001-10-10 | Mitsubishi Kagaku Form Plastic Kk | Foam resin molding for eps construction method |
| CN1529020A (en) * | 2003-10-08 | 2004-09-15 | 深圳市金晖生态环境有限公司 | Roofing greening system |
| CN101084733A (en) * | 2006-06-07 | 2007-12-12 | 陈建 | Roof afforestation structure |
| CN202425368U (en) * | 2011-12-28 | 2012-09-12 | 广州普邦园林股份有限公司 | Greening planting soil slope structure capable of reducing floor slab load |
| CN203188492U (en) * | 2013-01-23 | 2013-09-11 | 重庆文理学院 | Green roof with efficient rain remaining and nitrogen regulating and control capacity |
Non-Patent Citations (1)
| Title |
|---|
| 庄传义: "《公路工程施工新理念与新技术》", 20 February 2014 * |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106193061A (en) | 2016-12-07 |
| CN104278683A (en) | 2015-01-14 |
| CN106193058A (en) | 2016-12-07 |
| CN104278683B (en) | 2016-06-29 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20161207 |
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| RJ01 | Rejection of invention patent application after publication |