CN102108712A - Sedimentation-controllable foundation system - Google Patents
Sedimentation-controllable foundation system Download PDFInfo
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- CN102108712A CN102108712A CN 201010609539 CN201010609539A CN102108712A CN 102108712 A CN102108712 A CN 102108712A CN 201010609539 CN201010609539 CN 201010609539 CN 201010609539 A CN201010609539 A CN 201010609539A CN 102108712 A CN102108712 A CN 102108712A
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- foundation
- utricule
- sedimentation
- control system
- pressure sensor
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Abstract
The invention discloses a sedimentation-controllable foundation system, comprising a foundation, wherein the foundation comprises a top plate, a deformable capsule made of an elastic material is arranged under the top plate and connected with a water pipe, and the water pipe is provided with a valve; a pressure sensor and a displacement sensor are arranged in the capsule, the pressure sensor and the displacement sensor are connected with a control system, and the valve is controlled by the control system. In the sedimentation-controllable foundation system, the capsule is arranged between the groundwork and the top plate of the foundation, and deformation of the groundwork is filled by the capsule which is injected with water, so that the levelness and the stability of the foundation are improved; automation of the system is implemented through the sensors and the control system, so that the reliability of the foundation can be effectively increased, the bearing capacity and the stability of the foundation are further improved; the sedimentation of the foundation is controlled well; the device used in the system is simple; and the construction is simple and convenient, economic benefit is obvious, and the total cost of the project is low. The sedimentation-controllable foundation system is suitable for building engineering, port engineering, ocean engineering, water conservancy engineering and bridge engineering.
Description
Technical field
The present invention relates to a kind of foundational system, particularly a kind of foundational system of controlled sedimentation.
Background technology
At present, in harbour, ocean, water conservancy and bridge engineering, especially on mucky soil matter, the settlement issues of raft foundation is the main puzzlement that raft foundation is used.In the disadvantageous zone of this geological conditions, because the design feature of raft foundation is easy to produce the uneven subsidence on basis.
Summary of the invention
The present invention provides a kind of foundational system of controlled sedimentation for solving the technical problem that exists in the known technology.
The technical scheme that the present invention takes for the technical problem that exists in the solution known technology is: a kind of foundational system of controlled sedimentation, comprise the basis, described basis comprises top board, described top board has the utricule that a deformably resilient material is made, be connected with water pipe on the described utricule, described water pipe is provided with valve; Be provided with pressure sensor and displacement transducer in the described utricule, described pressure sensor is connected with control system with described displacement transducer, and described valve is controlled by control system.
The every 10m of described utricule
2A described displacement transducer and described pressure sensor are set in the scope at least.
Described utricule is connected by hook with described top board.
The pressure that described utricule can bear is at least 1 atmospheric pressure.
Described basis is a raft foundation, is formed with a plurality of minutes storehouses under the top board of described raft foundation, and each was provided with a described utricule in described minute in the storehouse.
Advantage and good effect that the present invention has are: by adopt the structure that utricule is set between ground and base roof plate, the distortion of ground is filled up with the utricule of water filling, thereby guaranteed basic levelness and stability; The present invention has realized automation by sensor and control system, can effectively increase the reliability on basis, thereby improve basic bearing capacity and stability, foundation settlement control is remarkably productive, use equipment is simple, and easy construction, economic benefit are obvious, and the integration engineering cost is low.The present invention is applicable to building, harbour, ocean, water conservancy and bridge engineering.
Description of drawings
Fig. 1 is an elevation of the present invention;
Fig. 2 is the schematic diagram of ground generation sedimentation during the present invention uses;
Fig. 3 is an operating principle schematic diagram of the present invention.
Among the figure: 1, raft foundation, 2, utricule, 3, pressure sensor, 4, displacement transducer, 5, wiring, 6, lead, 7, control system, 8, valve, 9, water pipe, 10, ground generation settling zone, the zone that is full of after the 11. utricule water fillings.
The specific embodiment
For further understanding summary of the invention of the present invention, characteristics and effect, exemplify following examples now, and conjunction with figs. is described in detail as follows:
See also Fig. 1, a kind of raft foundation system of controlled sedimentation mainly comprises raft foundation 1 and raft foundation utricule 2, and described utricule 2 is made by rubber, and utricule 2 can bear the effect of highly pressurised liquid, generally can bear at least 1 atmospheric pressure.In each branch storehouse of raft foundation 1 utricule 2 all should be set, utricule 2 is installed in the top board bottom in each branch storehouse of raft foundation 1 before raft foundation 1 construction, during construction with raft foundation 1 installation in position, be utricule 2 between raft foundation 1 top board and ground, the floor space of 1 fen Hold Ceiling of the cross-sectional area of utricule 2 and raft foundation is identical in the application.Be connected with water pipe 9 on the utricule, water pipe 9 is provided with valve 8, and valve 8 is by control system 7 controls.Pressure sensor 3 and displacement transducer 4 are installed in the utricule, and they are connected to control system 7 by lead 5,6.The every 10m of described utricule
2 A displacement transducer 4 and a pressure sensor 3 are set in the scope at least.
When the pressure in the utricule during, can add water and come supercharging less than preset pressure.Utricule is provided with hook, utricule can be connected with raft foundation top board bottom surface by hook.After the leveling of raft foundation installation in position, when the ground sedimentation Once you begin takes place, displacement transducer in the utricule is sensed the settling amount of ground, the control system by-pass valve control is opened, beginning is water filling in utricule, when the volume of water filling was identical with settlement of foundation, after pressure sensor in the utricule and displacement transducer were sensed raft foundation recovery leveling state, the control system valve-off stopped water filling.Be plastic gonosome after the utricule water filling, can be full of all spaces automatically, if certain regional ground changes, thereby this utricule automatically water filling be full of the deformed area of ground.So the sedimentation of monitoring ground changes, and has controlled the levelness of raft foundation effectively.
See also Fig. 2 and Fig. 3, when differential settlement takes place in the ground somewhere, pressure sensor 3 and displacement transducer 4 in the utricule 2 between raft foundation 1 top board and the ground are sent to control system 7 with sensed data, control system 7 is opened valve 8 beginning water fillings, when the differential settlement amount of the volume of water filling and ground is identical, the zone 10 of ground generation sedimentation has been filled up in the zone 11 that is full of after the utricule water filling, after pressure sensor 3 in the utricule 2 and displacement transducer 4 are sensed raft foundation 1 recovery leveling state, control system 7 beginning valve-offs 8 stop water filling, the sedimentation of so implementing the monitoring ground changes, and controls the levelness of raft foundation fully.
The present invention is by the utricule between ground and raft foundation top board, the distortion of ground is filled up with the utricule of water filling, thereby the levelness and the stability of raft foundation have been guaranteed, realize automation by pressure sensor, displacement transducer and control system, can effectively strengthen the reliability of raft foundation, thereby improve the bearing capacity and the stability of raft foundation, foundation settlement control is remarkably productive, use equipment is simple, and easy construction, economic benefit are obvious, and the integration engineering cost is low.The present invention is applicable to building, harbour, ocean, water conservancy and bridge engineering.
Although in conjunction with the accompanying drawings the preferred embodiments of the present invention are described above; but the present invention is not limited to the above-mentioned specific embodiment; the above-mentioned specific embodiment only is schematic; be not restrictive; those of ordinary skill in the art is under enlightenment of the present invention; do not breaking away under the scope situation that aim of the present invention and claim protect; can also make a lot of forms; for example; raft foundation is by the gravity type foundation of band skirtboard or divide the bucket foundation in storehouse or the bucket foundation of many barrel structures replaces the foundational system that forms, and these all belong within protection scope of the present invention.
Claims (5)
1. the foundational system of a controlled sedimentation comprises the basis, and described basis comprises top board, it is characterized in that, described top board has the utricule that a deformably resilient material is made, and is connected with water pipe on the described utricule, and described water pipe is provided with valve; Be provided with pressure sensor and displacement transducer in the described utricule, described pressure sensor is connected with control system with described displacement transducer, and described valve is controlled by control system.
2. the foundational system of controlled sedimentation according to claim 1 is characterized in that, the every 10m of described utricule
2A described displacement transducer and described pressure sensor are set in the scope at least.
3. the foundational system of controlled sedimentation according to claim 1 and 2 is characterized in that, described utricule is connected by hook with described top board.
4. the foundational system of controlled sedimentation according to claim 1 is characterized in that, the pressure that described utricule can bear is at least 1 atmospheric pressure.
5. the foundational system of controlled sedimentation according to claim 1 is characterized in that, described basis is a raft foundation, is formed with a plurality of minutes storehouses under the top board of described raft foundation, and each was provided with a described utricule in described minute in the storehouse.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010106095399A CN102108712B (en) | 2010-12-28 | 2010-12-28 | Sedimentation-controllable foundation system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010106095399A CN102108712B (en) | 2010-12-28 | 2010-12-28 | Sedimentation-controllable foundation system |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102108712A true CN102108712A (en) | 2011-06-29 |
| CN102108712B CN102108712B (en) | 2012-03-21 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010106095399A Expired - Fee Related CN102108712B (en) | 2010-12-28 | 2010-12-28 | Sedimentation-controllable foundation system |
Country Status (1)
| Country | Link |
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| CN (1) | CN102108712B (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103266637A (en) * | 2013-06-04 | 2013-08-28 | 天津大学 | In-situ measurement device and method for end resistance and frictional resistance of skirtboard foundation in penetration process |
| CN103266636A (en) * | 2013-06-04 | 2013-08-28 | 天津大学 | In-situ measurement device and method for end resistance and frictional resistance of barrel type foundation in penetration process |
| CN103469724A (en) * | 2012-06-08 | 2013-12-25 | 辽宁省交通规划设计院 | Steel bridge with controllably-deposited foundation system and construction method thereof |
| CN103669382A (en) * | 2013-12-19 | 2014-03-26 | 天津港(集团)有限公司 | Installing, leveling and firming method for box-cylinder foundation structure to subside into foundation soil |
| CN105604104A (en) * | 2016-03-02 | 2016-05-25 | 山东交通学院 | Experiment model and method for simulating differential settlement of foundation based on air bag method |
| CN105604105A (en) * | 2016-03-02 | 2016-05-25 | 山东交通学院 | Experiment model and method for simulating differential settlement of foundation based on water bag method |
| CN109930621A (en) * | 2019-04-19 | 2019-06-25 | 中交第一航务工程勘察设计院有限公司 | For the cylinder-shaped foundation structure with water pocket in geological prospecting platform |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH01239221A (en) * | 1987-11-12 | 1989-09-25 | Bridgestone Corp | Pressure proof rubber bag for precompressing ground at pile end |
| JPH08158382A (en) * | 1994-12-09 | 1996-06-18 | Masateru Niimura | Execution method of structure in weak ground |
| CN1654749A (en) * | 2005-02-28 | 2005-08-17 | 广州大学 | Lean correcting and foundation consolidating method for building by filling water |
| JP2008291579A (en) * | 2007-05-28 | 2008-12-04 | Oyo Kaihatsu Kk | Differential settlement correction method |
| CN102071709A (en) * | 2010-11-29 | 2011-05-25 | 天津大学 | Foundation system capable of controlling settlement |
-
2010
- 2010-12-28 CN CN2010106095399A patent/CN102108712B/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH01239221A (en) * | 1987-11-12 | 1989-09-25 | Bridgestone Corp | Pressure proof rubber bag for precompressing ground at pile end |
| JPH08158382A (en) * | 1994-12-09 | 1996-06-18 | Masateru Niimura | Execution method of structure in weak ground |
| CN1654749A (en) * | 2005-02-28 | 2005-08-17 | 广州大学 | Lean correcting and foundation consolidating method for building by filling water |
| JP2008291579A (en) * | 2007-05-28 | 2008-12-04 | Oyo Kaihatsu Kk | Differential settlement correction method |
| CN102071709A (en) * | 2010-11-29 | 2011-05-25 | 天津大学 | Foundation system capable of controlling settlement |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103469724A (en) * | 2012-06-08 | 2013-12-25 | 辽宁省交通规划设计院 | Steel bridge with controllably-deposited foundation system and construction method thereof |
| CN103469724B (en) * | 2012-06-08 | 2016-01-06 | 辽宁省交通规划设计院 | A kind of steel structure bridge of the foundational system with controlled sedimentation and construction method thereof |
| CN103266637A (en) * | 2013-06-04 | 2013-08-28 | 天津大学 | In-situ measurement device and method for end resistance and frictional resistance of skirtboard foundation in penetration process |
| CN103266636A (en) * | 2013-06-04 | 2013-08-28 | 天津大学 | In-situ measurement device and method for end resistance and frictional resistance of barrel type foundation in penetration process |
| CN103266637B (en) * | 2013-06-04 | 2015-05-20 | 天津大学 | In-situ measurement device and method for end resistance and frictional resistance of skirtboard foundation in penetration process |
| CN103266636B (en) * | 2013-06-04 | 2015-05-20 | 天津大学 | In-situ measurement device and method for end resistance and frictional resistance of barrel type foundation in penetration process |
| CN103669382A (en) * | 2013-12-19 | 2014-03-26 | 天津港(集团)有限公司 | Installing, leveling and firming method for box-cylinder foundation structure to subside into foundation soil |
| CN105604104A (en) * | 2016-03-02 | 2016-05-25 | 山东交通学院 | Experiment model and method for simulating differential settlement of foundation based on air bag method |
| CN105604105A (en) * | 2016-03-02 | 2016-05-25 | 山东交通学院 | Experiment model and method for simulating differential settlement of foundation based on water bag method |
| CN109930621A (en) * | 2019-04-19 | 2019-06-25 | 中交第一航务工程勘察设计院有限公司 | For the cylinder-shaped foundation structure with water pocket in geological prospecting platform |
Also Published As
| Publication number | Publication date |
|---|---|
| CN102108712B (en) | 2012-03-21 |
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