CN103352460A - Layered soft foundation treatment construction process - Google Patents
Layered soft foundation treatment construction process Download PDFInfo
- Publication number
- CN103352460A CN103352460A CN2013102842781A CN201310284278A CN103352460A CN 103352460 A CN103352460 A CN 103352460A CN 2013102842781 A CN2013102842781 A CN 2013102842781A CN 201310284278 A CN201310284278 A CN 201310284278A CN 103352460 A CN103352460 A CN 103352460A
- Authority
- CN
- China
- Prior art keywords
- soil body
- layer
- weight portion
- stirred
- curing agent
- 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.)
- Granted
Links
Landscapes
- Curing Cements, Concrete, And Artificial Stone (AREA)
- Soil Conditioners And Soil-Stabilizing Materials (AREA)
Abstract
The invention provides a layered soft foundation treatment construction process, wherein in a section needing to be treated, a space needed by a project is excavated by adopting a manual or mechanical method, and the excavated in-situ soft soil and a sludge curing agent are stirred to be uniformly mixed, so that the anti-seepage and water-stopping functions of a soil body are enhanced; the layered construction process comprises the following steps: firstly paving a layer of curing agent at the bottom of the excavated space, then paving the stirred soil body on the curing agent layer in layers, flattening the stirred soil body by using flattening equipment when one layer of the stirred soil body is paved, then paving another layer of the stirred soil body, paving 2-5 layers of the stirred soil body, wherein the thickness of the paved stirred soil body is 30 cm; the sludge curing agent comprises powder and liquid raw materials, wherein the powder comprises cement clinker, slag or slag, lime, gypsum and sulfate; the liquid agent comprises polyacrylamide, polyaluminium chloride, mannitol, lignosulfonate, alkylphenol ethoxylates, tannic acid, humate, alpha-olefin sulfonate and the like.
Description
Technical field
The present invention is a kind of Foundation Treatment technique that is applicable to uneven strata and soft soil layer, specifically refers to a kind of layer-stepping construction of soft soil treatment technique.
Background technology
At present, the similar embankment consolidation technology of domestic use mainly contains following several: 1) broken stone pile method: utilize vibration or impact mode, then pore-forming in soft foundation inserts the materials such as sand, gravel, cobble, rubble, forms the method for processing foundation of close sand stone mar after the extruding.This method is not suitable for weak cohesive soil ground.2) jet grounting: injectant is formed high pressure jet stream, by cutting and the mixing of high pressure jet stream, hardener and the soil body are mixed, with soil mass consolidation.This method construction period is long, and cost is high.3) powder spray piling method: utilize the powder spraying stirring rig that the powder curing compound is sprayed in soft scholar's ground, with soft scholar and curing compound action of forced stirring, soft soil consolidation is become have the cement pile body of some strength and form compound foundation.This method lack of homogeneity, intensity is low, use complicated machinery.
Summary of the invention
For addressing the above problem, the utility model provides a kind of layer-stepping construction of soft soil treatment technique.
Concrete solution is: in need location to be processed, adopt first artificial or mechanical method to dig out the space of requirement of engineering, original position weak soil and the sludge curing agent of excavating stirred, it is mixed, increase the water seepage prevention function of the soil body; The construction in layer process is: lay one deck curing compound in the bottom in the space of excavating first, soil body place Min layers is located on the curing compound layer after will stirring afterwards, the soil body used flattening equipment that it is flattened after every laying one deck stirred, laying the rear soil body of another layer stirring afterwards, lay and stir 2～5 layers of the rear soil bodys, soil body thickness is 30cm after the stirring of laying.
Further, the soil body was 3 layers after optimum laying was stirred.
Further, described sludge curing agent comprises that the pulvis of following parts by weight proportioning and liquor raw material form, described pulvis comprises that the component of following weight proportion forms, clinker 30～60 weight portions, slag or slag 30～60 weight portions, lime 3～8 weight portions, gypsum 1～7 weight portion, sulfate 1-7 weight portion; Described liquor comprises that the component of following weight proportion forms, polyacrylamide 5～30 weight portions, aluminium polychloride 0～20 weight portion, sweet mellow wine 0～30 weight portion, lignosulfonates 20～80 weight portions, lignosulfonates and iron, chromium ion complex compound 0～30 weight portion, APES 0.2～2 weight portion, tannic acid 0～10 weight portion, humate 0～10 weight portion, alpha-alkene sulfonate 0.2～2.5 weight portion.
Further, also include 0.2～2.0 weight portion in the pulvis raw material of described sludge curing agent, main component is the naphthalene series high-efficiency water-reducing agent of polymethine sodium naphthalene sulfonate.
Duration of the present invention is short, and cost is low, economy, and working procedure is simple, and can take full advantage of advantage, sealing and the good sealing effect of the soft scholar of original position, sand, gravel or piece stone, rubble.And its construction equipment is simple and easy.The present invention is a kind of easy to operate, the construction of soft soil treatment technique that construction effect is good.
The specific embodiment
One in need location to be processed, adopts first artificial or mechanical method to dig out the space of requirement of engineering, and original position weak soil and the sludge curing agent of excavating stirred, and it is mixed, and increases the water seepage prevention function of the soil body; The construction in layer process is: lay one deck curing compound in the bottom in the space of excavating first, soil body place Min layers is located on the curing compound layer after will stirring afterwards, the soil body used flattening equipment that it is flattened after every laying one deck stirred, laying the rear soil body of another layer stirring afterwards, lay and stir 2～5 layers of the rear soil bodys, soil body thickness is 30cm after the stirring of laying, and the soil body was 3 layers after optimum laying was stirred.
Can use different composition proportion for sludge curing agent.
Embodiment 1: a kind of sludge curing agent, formed by pulvis and liquor, and wherein the composition of pulvis and liquor and proportioning are as described below:
Described pulvis comprises that the component of following weight proportion forms clinker 30kg, slag or slag 30kg, lime 3kg, gypsum 1kg, sulfate 1kg; Described liquor comprises that the component of following weight proportion forms polyacrylamide 5kg, lignosulfonates 20kg, APES 0.2kg, alpha-alkene sulfonate 0.2kg.
The polymethine sodium naphthalene sulfonate naphthalene series high-efficiency water-reducing agent that in pulvis, includes 0.2kg.
Embodiment 2: a kind of sludge curing agent, formed by pulvis and liquor, and wherein the composition of pulvis and liquor and proportioning are as described below:
Clinker 60kg, slag or slag 60kg, lime 8kg, gypsum 7kg, sulfate 7kg; Described liquor comprises that the component of following weight proportion forms: polyacrylamide 30kg, aluminium polychloride 20kg, sweet mellow wine 30kg, lignosulfonates 80kg, lignosulfonates and iron, chromium ion complex compound 30kg, APES 2kg, tannic acid 10kg, humate 10kg, alpha-alkene sulfonate 2.5kg.
The polymethine sodium naphthalene sulfonate naphthalene series high-efficiency water-reducing agent that in pulvis, includes 2.0kg.
Embodiment 3: a kind of sludge curing agent, formed by pulvis and liquor, and wherein the composition of pulvis and liquor and proportioning are as described below:
Clinker 45kg, slag or slag 45kg, lime 5kg, gypsum 4kg, sulfate 4kg; Described liquor comprises that the component of following weight proportion forms: polyacrylamide 5kg, aluminium polychloride 5kg, sweet mellow wine 5kg, lignosulfonates 50kg, lignosulfonates and iron, chromium ion complex compound 5kg, APES 1.1kg, tannic acid 1kg, humate 2kg, alpha-alkene sulfonate 1.3kg.
The polymethine sodium naphthalene sulfonate naphthalene series high-efficiency water-reducing agent that in pulvis, includes 1.1kg.
Claims (4)
1. layer-stepping construction of soft soil treatment technique, it is characterized in that: in need location to be processed, adopt first artificial or mechanical method to dig out the space of requirement of engineering, original position weak soil and the sludge curing agent of excavating stirred, it is mixed, increase the water seepage prevention function of the soil body; The construction in layer process is: lay one deck curing compound in the bottom in the space of excavating first, soil body place Min layers is located on the curing compound layer after will stirring afterwards, the soil body used flattening equipment that it is flattened after every laying one deck stirred, laying the rear soil body of another layer stirring afterwards, lay and stir 2～5 layers of the rear soil bodys, soil body thickness is 30cm after the stirring of laying.
2. a kind of layer-stepping construction of soft soil treatment technique according to claim 1 is characterized in that: optimum lay stir after the soil body be 3 layers.
3. a kind of layer-stepping construction of soft soil treatment technique according to claim 1, it is characterized in that: described sludge curing agent comprises that the pulvis of following parts by weight proportioning and liquor raw material form, described pulvis comprises that the component of following weight proportion forms, clinker 30～60 weight portions, slag or slag 30～60 weight portions, lime 3～8 weight portions, gypsum 1～7 weight portion, sulfate 1-7 weight portion; Described liquor comprises that the component of following weight proportion forms, polyacrylamide 5～30 weight portions, aluminium polychloride 0～20 weight portion, sweet mellow wine 0～30 weight portion, lignosulfonates 20～80 weight portions, lignosulfonates and iron, chromium ion complex compound 0～30 weight portion, APES 0.2～2 weight portion, tannic acid 0～10 weight portion, humate 0～10 weight portion, alpha-alkene sulfonate 0.2～2.5 weight portion.
According to claim 1 with a kind of layer-stepping construction of soft soil treatment technique claimed in claim 2, it is characterized in that: also include 0.2～2.0 weight portion in the pulvis raw material of described sludge curing agent, main component is the naphthalene series high-efficiency water-reducing agent of polymethine sodium naphthalene sulfonate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310284278.1A CN103352460B (en) | 2013-07-08 | 2013-07-08 | Layered soft foundation treatment construction process |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310284278.1A CN103352460B (en) | 2013-07-08 | 2013-07-08 | Layered soft foundation treatment construction process |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103352460A true CN103352460A (en) | 2013-10-16 |
| CN103352460B CN103352460B (en) | 2016-04-20 |
Family
ID=49308868
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310284278.1A Active CN103352460B (en) | 2013-07-08 | 2013-07-08 | Layered soft foundation treatment construction process |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103352460B (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105417905A (en) * | 2015-12-08 | 2016-03-23 | 上海水源地建设发展有限公司 | Method for treating in situ sludge of lake and river channel based on underwater lawn module system |
| CN107956219A (en) * | 2017-11-20 | 2018-04-24 | 河海大学 | One kind is used for the cured stir in situ paver of edaphon and its application method |
| CN108049271A (en) * | 2017-12-09 | 2018-05-18 | 温州振东园林工程有限公司 | A kind of construction of soft soil treatment technique |
| CN108368685A (en) * | 2015-11-16 | 2018-08-03 | 毛里斯·加尔松 | Stability fundamental ground moulding method |
| CN109133831A (en) * | 2018-10-08 | 2019-01-04 | 西南科技大学城市学院 | A kind of stability of slope curing agent and its application in side slope solidifies |
| CN109183773A (en) * | 2018-10-29 | 2019-01-11 | 开普天（上海）岩土科技有限公司 | Ground soil improvement construction method |
| CN110835908A (en) * | 2018-08-16 | 2020-02-25 | 云南华坤装配式建筑有限公司 | Soft soil curing composite foundation treatment technology for assembled thin-wall light steel structure |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1737272A (en) * | 2005-08-31 | 2006-02-22 | 浙江建设职业技术学院 | Commercial articles light weight earth construction technique in soft base treatment |
| JP3765000B2 (en) * | 1998-03-10 | 2006-04-12 | 株式会社竹中工務店 | Ground improvement foundation method for soft ground. |
| CN101081718A (en) * | 2006-05-31 | 2007-12-05 | 北京中永基固化剂科技发展有限公司 | Sludge curing agent and application thereof |
| CN101748725A (en) * | 2009-12-22 | 2010-06-23 | 解贵 | Modification processing method by utilizing powdered coal clinker to carry out soft base soil body |
-
2013
- 2013-07-08 CN CN201310284278.1A patent/CN103352460B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3765000B2 (en) * | 1998-03-10 | 2006-04-12 | 株式会社竹中工務店 | Ground improvement foundation method for soft ground. |
| CN1737272A (en) * | 2005-08-31 | 2006-02-22 | 浙江建设职业技术学院 | Commercial articles light weight earth construction technique in soft base treatment |
| CN101081718A (en) * | 2006-05-31 | 2007-12-05 | 北京中永基固化剂科技发展有限公司 | Sludge curing agent and application thereof |
| CN101748725A (en) * | 2009-12-22 | 2010-06-23 | 解贵 | Modification processing method by utilizing powdered coal clinker to carry out soft base soil body |
Non-Patent Citations (2)
| Title |
|---|
| 张平等: "固化剂在软土处理中的应用", 《建筑技术》 * |
| 张平等: "固化剂在软土处理中的应用", 《建筑技术》, vol. 43, no. 3, 31 March 2012 (2012-03-31), pages 257 * |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108368685A (en) * | 2015-11-16 | 2018-08-03 | 毛里斯·加尔松 | Stability fundamental ground moulding method |
| CN105417905A (en) * | 2015-12-08 | 2016-03-23 | 上海水源地建设发展有限公司 | Method for treating in situ sludge of lake and river channel based on underwater lawn module system |
| CN107956219A (en) * | 2017-11-20 | 2018-04-24 | 河海大学 | One kind is used for the cured stir in situ paver of edaphon and its application method |
| CN108049271A (en) * | 2017-12-09 | 2018-05-18 | 温州振东园林工程有限公司 | A kind of construction of soft soil treatment technique |
| CN110835908A (en) * | 2018-08-16 | 2020-02-25 | 云南华坤装配式建筑有限公司 | Soft soil curing composite foundation treatment technology for assembled thin-wall light steel structure |
| CN109133831A (en) * | 2018-10-08 | 2019-01-04 | 西南科技大学城市学院 | A kind of stability of slope curing agent and its application in side slope solidifies |
| CN109183773A (en) * | 2018-10-29 | 2019-01-11 | 开普天（上海）岩土科技有限公司 | Ground soil improvement construction method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103352460B (en) | 2016-04-20 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103352460B (en) | Layered soft foundation treatment construction process | |
| CN100564694C (en) | Sullage solidifying method | |
| CN100360457C (en) | Cement-base dual-liquid slip-casting material | |
| KR101585123B1 (en) | Waterproof Firming Mat Composition with Rapid Hardening Polymer Cement and Method of Manufacturing Waterproof Firming Mat using the Composition thereof | |
| CN103253899B (en) | Silt solidification method | |
| CN107401159A (en) | A kind of premixing fluidised form solidified earth | |
| CN105887837A (en) | On-site ground cemented soil stirring pile construction method | |
| CN107459301A (en) | A kind of premixing fluidised form solidified earth | |
| JP5399573B2 (en) | Cement-based deep-mixing additive and method for constructing improved cement-based deep-mixing treatment using this additive | |
| CN107572956A (en) | A kind of premixing fluidised form solidified earth | |
| CN103265239B (en) | Method for preparing sludge concrete | |
| CN107989023B (en) | A kind of Construction of Soft Soil Subgrade technique | |
| CN101793021B (en) | Foundation reinforcing method by using pre-added aggregate stirred pile | |
| CN104818707A (en) | Method for solidifying and curing dredger sludge and new dredger fill by applying cotton stalks | |
| CN107445547A (en) | A kind of high-performance mud agent for fixing and preparation method thereof | |
| CN102155012A (en) | Foundation reinforcing construction method employing powder high-pressure injection grouting | |
| KR102185405B1 (en) | SGM(Soil Geolead Mixed) METHOD FOR SOLIDIFYING GROUND FOR SURFACE LAYER | |
| CN101644052A (en) | Treatment method of coastal sludge soft soil foundation cement mixing pile | |
| CN105969367B (en) | A kind of premixing high strength cement soil | |
| CN105293868A (en) | Method for solidifying sludge with industrial waste residue | |
| CN109797741A (en) | A kind of carbonization mixing pile composite foundation and its construction method | |
| KR100884285B1 (en) | The soil stabilization for which this for super-high-pressure injection and this were used with hardening agent for soft soil stabilization | |
| KR20200090356A (en) | Construction method of improvement of soft ground having surface processing, soil improving and soil accumulation effects through improvement of natural soil of soft ground or outside soil | |
| CN105970903B (en) | It is a kind of to strengthen the plastic concrete mattress layer of the native synergy of compound foundation pile | |
| KR20140098416A (en) | Solidified soil forming method for improving ground using |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20181017 Address after: 361000 room 2002, Haicang Road, Haicang District, Xiamen, Fujian, 2002 Patentee after: Dongfang Sheng Jie (Xiamen) Mechanical Engineering Co., Ltd. Address before: 300270 room 1406, block B, Xintiandi building, Tianjin Binhai New Area (Dagang). Patentee before: Tianjin Lianghong Machinery Co., Ltd. |
|
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20220427 Address after: 310000 room 104, No. 6, Santaishan Road, Hangzhou, Zhejiang Patentee after: Hangzhou Jiayi Environmental Protection Technology Co.,Ltd. Address before: 361000 room 2002, Haicang Road, Haicang District, Xiamen, Fujian, 2002 Patentee before: Dongfang Shengjie (Xiamen) Mechanical Engineering Co.,Ltd. |