CN104763004B - Soil base building method for correcting error - Google Patents
Soil base building method for correcting error Download PDFInfo
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- CN104763004B CN104763004B CN201410000124.XA CN201410000124A CN104763004B CN 104763004 B CN104763004 B CN 104763004B CN 201410000124 A CN201410000124 A CN 201410000124A CN 104763004 B CN104763004 B CN 104763004B
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D35/00—Straightening, lifting, or lowering of foundation structures or of constructions erected on foundations
Abstract
The invention discloses a kind of soil base building method for correcting error, including 1, in the side boring in opposite direction near building inclination, boring includes that vertical scour hole and oblique osculum, vertical scour hole and oblique osculum intersect in bottom；2, semicircle pipeline retaining wall is inserted in vertical scour hole, circular pipe retaining wall is inserted in oblique osculum；The puddler that 3, connection has high-pressure hydraulic pump inserts in vertical scour hole, first inject water under high pressure after insertion and wash away the soil body under structure foundation, make it soften and part forms mud, then the stirring-head being configured with injector head is stretched out laterally towards foundation soil, start motor after stretching out, make stirring-head rotate, stir the soil body, coordinate injector head to accelerate mud to be formed, and discharge oblique osculum；4, after building is gradually corrected, water pumper is utilized to insert drinking-water pipe in oblique osculum, by the mud emptying in hole；5, in drain pipe, inject the soft soil curing agent of slurry condition, solidify foundation soil；6, last grout injection sealing of hole.The method quickly can carry out correction process to structure foundation, and forms more firm soil body solidification.
Description
Technical field
The present invention relates to soil base building method for correcting error.
Background technology
Tradition soil base commonly used artificial or mechanical mode of rectifying a deviation hollows out the soil body on one side, and ground keeps level, but, manually or mechanically hollowing out the mode of the soil body and construct inconvenience, the duration is longer, it is often more important that poor to building often effect.
Summary of the invention
In view of background technology exist deficiency, the technical problem to be solved be to provide a kind of rectify a deviation process construction convenient, the duration is shorter and can form the soil base building method for correcting error of preferably soil solidification effect.
The present invention has adopted the following technical scheme that: soil base building method for correcting error, including 1, in the side boring in opposite direction near building inclination, boring includes that vertical scour hole and oblique osculum, vertical scour hole and oblique osculum intersect in bottom；2, inserting in vertical scour hole by semicircle pipeline retaining wall, circular pipe retaining wall, towards structure foundation, is inserted in oblique osculum by the side of opening；The puddler that 3, connection has high-pressure hydraulic pump inserts in vertical scour hole, puddler is configured with stirring-head and injector head, it is configured with in described puddler and the intake tunnel of injector head conducting, first injects water under high pressure after insertion and wash away the soil body under structure foundation so that it is soften and part forms mud, then the stirring-head being configured with injector head is stretched out laterally towards foundation soil, start motor after stretching out, make stirring-head rotate, stir the soil body, coordinate injector head to accelerate mud to be formed, and discharge oblique osculum；4, after building is gradually corrected, water pumper is utilized to insert drinking-water pipe in oblique osculum, by the mud emptying in hole；5, in drain pipe, inject the soft soil curing agent of slurry condition, solidify foundation soil；6, last grout injection sealing of hole.
In the present invention, use the injector head of puddler configuration and the soil body is stirred by stirring-head jointly and injection processes, the soil body can be made quickly to form mud discharge, thus accelerate correction and process, correction is more made to process convenient, and in the later stage processes, in the soil body, inject slurry soft soil curing agent, the foundation soil body fast setting of correction sum can be made, effectively consolidate correction achievement.
Accompanying drawing explanation
The present invention has a drawings described below:
The system structure schematic diagram of the soil base building method for correcting error of the enforcement present invention that Fig. 1 provides for invention.
Fig. 2 is the structural representation of the stirring-head in Fig. 1.
Detailed description of the invention
Accompanying drawing illustrates technical scheme and the embodiment of invention, further describes each relevant details and the operation principle thereof of embodiment below in conjunction with accompanying drawing.
As shown in Figure 1 and Figure 2, the soil base building method for correcting error that type of the present invention provides, including 1, in the side boring in opposite direction near building inclination, boring includes that vertical scour hole 1 and oblique osculum 2, vertical scour hole 1 and oblique osculum 2 intersect in bottom；2, inserting in vertical scour hole 1 by semicircle pipeline retaining wall 3, circular pipe retaining wall 3, towards structure foundation, is inserted in oblique osculum 2 by the side of semicircle pipeline retaining wall 3 opening；The puddler 5 that 3, connection has high-pressure hydraulic pump 4 inserts in vertical scour hole 1, puddler 5 is configured with stirring-head 6 and injector head 7, it is configured with in described puddler 5 and the intake tunnel of injector head 7 conducting, first inject water under high pressure after insertion and wash away the soil body under structure foundation, make it soften and part forms mud, then the stirring-head 6 being configured with injector head 7 is stretched out laterally towards foundation soil, motor is started after stretching out, stirring-head 6 is made to rotate, the agitation soil body, coordinate injector head 7 to accelerate mud to be formed, and discharge oblique osculum 2；4, after building is gradually corrected, water pumper is utilized to insert drinking-water pipe 8 in oblique osculum, by the mud emptying in hole；5, injecting the soft soil curing agent of slurry condition in puddler, in the present embodiment, soft soil curing agent includes cement, sand, Calx, flyash, slag, Gypsum Fibrosum and nano silicon-based oxide, solidifies foundation soil；6, last grout injection sealing of hole.
nullSuch as Fig. 1、Shown in Fig. 2，The concrete structure of puddler is as follows: puddler 5 is with water injection hole and conductor wire，Described tubulose stirring-head 6 configures bearing holder (housing, cover) and is connected on injector head 7，Described tubulose stirring-head 6 includes mixing part 11 and fixed part 12，Mixing part 11 is connected on fixed part 12 by bearing holder (housing, cover)，Motor 13 is driven with second in described puddler 5 main body，Second drives motor 13 to be configured with the many expansion links 14 that driven shaft drives，Expansion link 14 outboard end is fixed on stirring-head 6，The rear side end of described mixing part 11 is provided with travelling gear 15 around fixed part 12，Travelling gear 15 engages with the driving gear 17 in the drive shaft of the first driving motor 16 being fixed on fixed part 12，Described first drives motor 16 and second to drive motor 13 all to electrically connect with conductor wire，Conductor wire is connected with external power supply，Bottom surface is configured with control stirring-head and the controller of high-pressure hydraulic pump.
Claims (1)
1. a soil base building method for correcting error, is characterized in that: includes 1, hole in the side in opposite direction near building inclination, and boring includes that vertical scour hole and oblique osculum, vertical scour hole and oblique osculum intersect in bottom；2, inserting in vertical scour hole by semicircle pipeline retaining wall, circular pipe retaining wall, towards structure foundation, is inserted in oblique osculum by the side of opening；The puddler that 3, connection has high-pressure hydraulic pump inserts in vertical scour hole, puddler is configured with stirring-head and injector head, it is configured with in described puddler and the intake tunnel of injector head conducting, first inject water under high pressure after insertion and wash away the soil body under structure foundation, make it soften and part forms mud, then the stirring-head being configured with injector head is stretched out laterally towards foundation soil, after stretching out
Start motor, make stirring-head rotate, stir the soil body, coordinate injector head to accelerate mud and formed, and discharge oblique osculum；4, after building is gradually corrected, water pumper is utilized to insert drinking-water pipe in oblique osculum, by the mud emptying in hole；5, in drain pipe, inject the soft soil curing agent of slurry condition, solidify foundation soil；6, last grout injection sealing of hole；It is characterized in that: described puddler is with water injection hole and conductor wire, tubulose stirring-head configuration bearing holder (housing, cover) is connected on injector head, described tubulose stirring-head includes mixing part and fixed part, mixing part is connected on fixed part by bearing holder (housing, cover), motor is driven with second in described puddler main body, second drives motor to be configured with the many expansion links that driven shaft drives, expansion link outboard end is fixed on stirring-head, the rear side end of described mixing part is provided with travelling gear around fixed part, travelling gear engages with the driving gear in the drive shaft of the first driving motor being fixed on fixed part, described first drives motor and second to drive motor all to electrically connect with conductor wire.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410000124.XA CN104763004B (en) | 2014-01-02 | 2014-01-02 | Soil base building method for correcting error |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410000124.XA CN104763004B (en) | 2014-01-02 | 2014-01-02 | Soil base building method for correcting error |
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| Publication Number | Publication Date |
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| CN104763004A CN104763004A (en) | 2015-07-08 |
| CN104763004B true CN104763004B (en) | 2016-10-05 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201410000124.XA Active CN104763004B (en) | 2014-01-02 | 2014-01-02 | Soil base building method for correcting error |
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| CN (1) | CN104763004B (en) |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105256849A (en) * | 2015-10-23 | 2016-01-20 | 宁波市岩土工程有限公司 | Deviation rectifying method for inclined building on cement mixing pile composite foundation |
| CN109024648B (en) * | 2016-12-13 | 2020-08-28 | 叶香竹 | Deviation rectifying construction method for open caisson |
| CN110565709B (en) * | 2019-09-20 | 2020-06-23 | 山东建固特种专业工程有限公司 | Method for correcting inclination of composite foundation building by taking soil from mattress layer and forcing to land |
| CN111945798A (en) * | 2020-08-28 | 2020-11-17 | 湖南城建职业技术学院 | Structure is corrected with building slope to architectural remediation |
| CN114855897A (en) * | 2022-04-29 | 2022-08-05 | 江苏鸿基节能新技术股份有限公司 | Limiting forced landing and inclination correcting method for building |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| SE7503539L (en) * | 1975-03-26 | 1976-09-27 | Anderson Paul Ind Ab | WAY TO CORRECT THE HEIGHT AND / OR THE SLOPE OF A CONCRETE FOUNDATION OR SIMILAR, WHICH IS PREPARED BY A LOOSE GROUND MATERIAL |
| CN1056329A (en) * | 1990-05-04 | 1991-11-20 | 曹时中 | The method for correcting error of ancient tower tilts |
| CN1206062A (en) * | 1998-07-07 | 1999-01-27 | 施广成 | Rectifying method of inclined building on soft soil foundation |
| CN1271045A (en) * | 2000-03-03 | 2000-10-25 | 天津建岩岩土工程有限公司 | Inclined building correcting method |
| CN101215141A (en) * | 2008-01-02 | 2008-07-09 | 邓亚光 | Soft soil curing agent |
| CN101768957A (en) * | 2008-02-08 | 2010-07-07 | 上海交通大学 | Device for rapid solidification of soft soil foundation by high-pressure injection of double grout body |
| CN102888864A (en) * | 2011-07-21 | 2013-01-23 | 唐业清 | Method for centralizing and strengthening obliquely damaged pontoon raft shallow-buried foundation building |
| WO2013113996A1 (en) * | 2012-01-30 | 2013-08-08 | Uretek Worldwide Oy | Lifting a structure |
| CN103290865A (en) * | 2013-05-11 | 2013-09-11 | 叶长青 | Building inclination rectifying method |
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2014
- 2014-01-02 CN CN201410000124.XA patent/CN104763004B/en active Active
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| SE7503539L (en) * | 1975-03-26 | 1976-09-27 | Anderson Paul Ind Ab | WAY TO CORRECT THE HEIGHT AND / OR THE SLOPE OF A CONCRETE FOUNDATION OR SIMILAR, WHICH IS PREPARED BY A LOOSE GROUND MATERIAL |
| CN1056329A (en) * | 1990-05-04 | 1991-11-20 | 曹时中 | The method for correcting error of ancient tower tilts |
| CN1206062A (en) * | 1998-07-07 | 1999-01-27 | 施广成 | Rectifying method of inclined building on soft soil foundation |
| CN1271045A (en) * | 2000-03-03 | 2000-10-25 | 天津建岩岩土工程有限公司 | Inclined building correcting method |
| CN101215141A (en) * | 2008-01-02 | 2008-07-09 | 邓亚光 | Soft soil curing agent |
| CN101768957A (en) * | 2008-02-08 | 2010-07-07 | 上海交通大学 | Device for rapid solidification of soft soil foundation by high-pressure injection of double grout body |
| CN102888864A (en) * | 2011-07-21 | 2013-01-23 | 唐业清 | Method for centralizing and strengthening obliquely damaged pontoon raft shallow-buried foundation building |
| WO2013113996A1 (en) * | 2012-01-30 | 2013-08-08 | Uretek Worldwide Oy | Lifting a structure |
| CN103290865A (en) * | 2013-05-11 | 2013-09-11 | 叶长青 | Building inclination rectifying method |
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| CN104763004A (en) | 2015-07-08 |
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