CN107237345A - A kind of method and system of quick control building settlement - Google Patents
A kind of method and system of quick control building settlement Download PDFInfo
- Publication number
- CN107237345A CN107237345A CN201710453019.5A CN201710453019A CN107237345A CN 107237345 A CN107237345 A CN 107237345A CN 201710453019 A CN201710453019 A CN 201710453019A CN 107237345 A CN107237345 A CN 107237345A
- Authority
- CN
- China
- Prior art keywords
- steel
- cushion cap
- pipe pile
- thick pillar
- tray system
- 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
- 238000000034 method Methods 0.000 title claims abstract description 15
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 71
- 239000010959 steel Substances 0.000 claims abstract description 71
- 238000004062 sedimentation Methods 0.000 claims abstract description 11
- 239000000725 suspension Substances 0.000 claims abstract description 7
- 238000010276 construction Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 230000006641 stabilisation Effects 0.000 description 2
- 238000011105 stabilization Methods 0.000 description 2
- 230000007547 defect Effects 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/48—Foundations inserted underneath existing buildings or constructions
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/10—Deep foundations
- E02D27/12—Pile foundations
- E02D27/14—Pile framings, i.e. piles assembled to form the substructure
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0026—Metals
- E02D2300/0029—Steel; Iron
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2600/00—Miscellaneous
- E02D2600/20—Miscellaneous comprising details of connection between elements
Abstract
A kind of method of quick control building settlement of the present invention includes：Step 1: on the former post suspension column of sedimentation larger side, setting up thick pillar formula steel tray system, the thick pillar formula steel tray system is by surrounding and being constituted with the Steel section member that the former post is connected；Step 2: having piling hole in the thick pillar formula steel tray system, steel-pipe pile is set in the piling hole, the steel-pipe pile is located at original basis cushion cap periphery, pile compacting equipment is set between the top of the steel-pipe pile and the thick pillar formula steel tray system；Step 3: pouring new cushion cap in the periphery of the original basis cushion cap, the steel-pipe pile is embedded in the new cushion cap；Step 4, removes the thick pillar formula steel tray system.The present invention also provides a kind of system of quick control building settlement.
Description
Technical field
The invention belongs to control building settlement technical field, and in particular to a kind of method of quick control building settlement
And system.
Background technology
With the high speed development of construction industry in recent years, the situation of building run-off the straight is fairly common, and domestic External building inclines
The case history tiltedly corrected is also innumerable.The application of building inclination rectification technology at home and abroad is more and more universal, causes building
The reason for inclination is many, such as in terms of geology, design aspect, in terms of construction, use.
The way of control building settlement has two kinds substantially at present：One is the big side of first stable settlement, then try by
The small side of sedimentation promotees heavy, building is reached Equalsettlement；Two be the small side of first stable settlement, is then tried sedimentation is big
Side jacking, by the correcting inclination of building.
The defect of prior art is：The construction process requirement engineering time is longer, it is impossible to quickly control building settlement.
The content of the invention
In order to solve this fast technical problem of building settlement speed of the prior art, the present invention provides a kind of quick control
The method and system of producing building thing sedimentation, i.e., fix former post by thick pillar formula steel tray system, pass through thick pillar formula steel tray system
Counter-force by steel-pipe pile progress into building basis, after building settlement is quickly controlled, newly-built cushion cap permanent stabilization.
A kind of method of quick control building settlement of the present invention includes：
Step 1: on the former post suspension column of sedimentation larger side, setting up thick pillar formula steel tray system, the thick pillar formula steel tray
System is by surrounding and being constituted with the Steel section member that the former post is connected；
Step 2: having piling hole in the thick pillar formula steel tray system, steel-pipe pile is set in the piling hole, institute
Steel-pipe pile is stated positioned at original basis cushion cap periphery, piling is set between the top of the steel-pipe pile and the thick pillar formula steel tray system
Equipment；
Step 3: pouring new cushion cap in the periphery of the original basis cushion cap, the steel-pipe pile is embedded in the new cushion cap；
Step 4, removes the thick pillar formula steel tray system.
It is preferred that, the thick pillar formula steel tray system is made up of four pieces of Steel section members for surrounding the former post.
It is preferred that, the Steel section member is connected with the former post by split bolt.
It is preferred that, the steel-pipe pile seals stake by lock stud with the original basis cushion cap and fixed.
It is preferred that, the steel-pipe pile is circular cross-section.
A kind of technical scheme of the system of quick control building settlement of the present invention includes：
Former post, original basis cushion cap, thick pillar formula steel tray system, new cushion cap, steel-pipe pile and pile compacting equipment, wherein：
The thick pillar formula steel tray system is erected on the former post suspension column of sedimentation larger side, the thick pillar formula steel tray
System is by surrounding and being constituted with the Steel section member that the former post is connected；
The thick pillar formula steel tray system has piling hole, and the steel-pipe pile is arranged in the piling hole and the steel
Pile tube is located at original basis cushion cap periphery；
The pile compacting equipment is located between the top of the steel-pipe pile and the thick pillar formula steel tray system；
The new cushion cap is located at the periphery of the original basis cushion cap.
It is preferred that, the thick pillar formula steel tray system is made up of four pieces of Steel section members for surrounding the former post.
It is preferred that, the Steel section member is connected with the former post by split bolt.
It is preferred that, the steel-pipe pile seals stake by lock stud with the original basis cushion cap and fixed.
It is preferred that, the steel-pipe pile is circular cross-section.
Brief description of the drawings
In order to illustrate more clearly about the embodiment of the present invention or technical scheme of the prior art, below will be to embodiment or existing
There is the accompanying drawing used required in technology description to be briefly described, it should be apparent that, drawings in the following description are only this
The embodiment of invention, for those of ordinary skill in the art, on the premise of not paying creative work, can also basis
The accompanying drawing of offer obtains other accompanying drawings.
Fig. 1 is a kind of method flow diagram of quick control building settlement of the present invention；
Fig. 2 is the schematic diagram of building settlement；
Fig. 3 (a) (b) is a kind of front view of the system of quick control building settlement of the present invention, overlooked
Fig. 4 is the structure chart of dismounting thick pillar formula steel tray system in Fig. 3.
Embodiment
In order to solve this fast technical problem of building settlement speed of the prior art, the present invention provides a kind of quick control
The method and system of producing building thing sedimentation, i.e., fix former post by thick pillar formula steel tray system, pass through thick pillar formula steel tray system
Counter-force by steel-pipe pile progress into building basis, after building settlement is quickly controlled, newly-built cushion cap permanent stabilization.
Below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is carried out clear, complete
Site preparation is described, it is clear that described embodiment is only a part of embodiment of the invention, rather than whole embodiments.It is based on
Embodiment in the present invention, it is every other that those of ordinary skill in the art are obtained under the premise of creative work is not made
Embodiment, belongs to the scope of protection of the invention.
Referring to Fig. 1, a kind of method of quick control building settlement of the present invention includes：
101st, sedimentation larger side former post suspension column on, set up thick pillar formula steel tray system, thick pillar formula steel tray system by
The Steel section member composition for surrounding and being connected with former post；
In the present embodiment, Steel section member is connected with former post by split bolt.
In addition, former post can be cube structure, the edge of former post sets Steel section member, is specifically as follows thick pillar formula
The Steel section member that steel tray system surrounds former post by four pieces is constituted.
102nd, piling hole is had in thick pillar formula steel tray system, steel-pipe pile is set in piling hole, steel-pipe pile is located at original
Foundation platform periphery, pile compacting equipment is set between the top of steel-pipe pile and thick pillar formula steel tray system；
In the present embodiment, steel-pipe pile progresses into building basis, steel by the counter-force of thick pillar formula steel tray support system
Pile tube seals stake by lock stud with original basis cushion cap and fixed, and steel-pipe pile is circular cross-section.
103rd, new cushion cap is poured in the periphery of original basis cushion cap, steel-pipe pile is embedded in new cushion cap；
In the present embodiment, the new staking is connected with former cushion cap by lock stud or envelope stake.
104, remove thick pillar formula steel tray system.
In the present embodiment, by removing split bolt, thick pillar formula steel tray system is removed.
Fig. 2 to Fig. 4 is referred to, a kind of technical scheme of the system of quick control building settlement of the present invention includes：
Former post 1, original basis cushion cap 2, thick pillar formula steel tray system 3, new cushion cap 7, steel-pipe pile 4 and pile compacting equipment 5, wherein：
Thick pillar formula steel tray system 3 be erected at sedimentation larger side former post 1 suspension column on, thick pillar formula steel tray system 3 by
Surround and constituted with the Steel section member 31 that former post 1 is connected, specific thick pillar formula steel tray system 3 surrounds the type of former post 1 by four pieces
Steel member 31 is constituted, and Steel section member 31 is connected with former post 1 by split bolt 6.
Thick pillar formula steel tray system 3 has piling hole, and steel-pipe pile 4 is arranged in piling hole and steel-pipe pile 4 is located at former base
The periphery of plinth cushion cap 2, steel-pipe pile 4 seals stake by lock stud with original basis cushion cap 2 and fixed, and steel-pipe pile 4 is circular cross-section
Pile compacting equipment 5 is located between the top of steel-pipe pile 4 and thick pillar formula steel tray system 3；
New cushion cap 7 is located at the periphery of original basis cushion cap 2.
The above embodiments are merely illustrative of the technical solutions of the present invention, rather than its limitations；Although with reference to the foregoing embodiments
The present invention is described in detail, it will be understood by those within the art that：It still can be to foregoing each implementation
Technical scheme described in example is modified, or carries out equivalent substitution to which part technical characteristic；And these modification or
Replace, the essence of appropriate technical solution is departed from the spirit and scope of various embodiments of the present invention technical scheme.
Claims (10)
1. a kind of method of quick control building settlement, it is characterised in that including：
Step 1: on the former post suspension column of sedimentation larger side, setting up thick pillar formula steel tray system, the thick pillar formula steel tray system
By surrounding and being constituted with the Steel section member that the former post is connected；
Step 2: having piling hole in the thick pillar formula steel tray system, steel-pipe pile, the steel are set in the piling hole
Pile tube is located at original basis cushion cap periphery, sets piling to set between the top of the steel-pipe pile and the thick pillar formula steel tray system
It is standby；
Step 3: pouring new cushion cap in the periphery of the original basis cushion cap, the steel-pipe pile is embedded in the new cushion cap；
Step 4, removes the thick pillar formula steel tray system.
2. the method for quick control building settlement according to claim 1, it is characterised in that the thick pillar formula steel tray
System is made up of four pieces of Steel section members for surrounding the former post.
3. the method for quick control building settlement according to claim 2, it is characterised in that the Steel section member and institute
Former post is stated to connect by split bolt.
4. the method for quick control building settlement according to claim 1, it is characterised in that the steel-pipe pile with it is described
Original basis cushion cap seals stake by lock stud and fixed.
5. the method for quick control building settlement according to claim 1, it is characterised in that the steel-pipe pile is circle
Section.
6. a kind of system of quick control building settlement, it is characterised in that including：Former post, original basis cushion cap, thick pillar formula steel support
Disk body system, new cushion cap, steel-pipe pile and pile compacting equipment, wherein：
The thick pillar formula steel tray system is erected on the former post suspension column of sedimentation larger side, the thick pillar formula steel tray system
By surrounding and being constituted with the Steel section member that the former post is connected；
The thick pillar formula steel tray system has piling hole, and the steel-pipe pile is arranged in the piling hole and the steel-pipe pile
Positioned at original basis cushion cap periphery；
The pile compacting equipment is located between the top of the steel-pipe pile and the thick pillar formula steel tray system；
The new cushion cap is located at the periphery of the original basis cushion cap.
7. the system of quick control building settlement according to claim 6, it is characterised in that the thick pillar formula steel tray
System is made up of four pieces of Steel section members for surrounding the former post.
8. the system of quick control building settlement according to claim 7, it is characterised in that the Steel section member and institute
Former post is stated to connect by split bolt.
9. the system of quick control building settlement according to claim 6, it is characterised in that the steel-pipe pile with it is described
Original basis cushion cap seals stake by lock stud and fixed.
10. the system of quick control building settlement according to claim 6, it is characterised in that the steel-pipe pile is circle
Tee section.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710453019.5A CN107237345B (en) | 2017-06-15 | 2017-06-15 | Method and system for rapidly controlling settlement of building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710453019.5A CN107237345B (en) | 2017-06-15 | 2017-06-15 | Method and system for rapidly controlling settlement of building |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107237345A true CN107237345A (en) | 2017-10-10 |
| CN107237345B CN107237345B (en) | 2024-01-26 |
Family
ID=59986361
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710453019.5A Active CN107237345B (en) | 2017-06-15 | 2017-06-15 | Method and system for rapidly controlling settlement of building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107237345B (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1113282A (en) * | 1995-05-17 | 1995-12-13 | 广州市鲁班建筑防水补强专业公司 | Method for connecting anchor-rod type supporting table |
| CN1257149A (en) * | 1998-12-11 | 2000-06-21 | 北京市第七城市建设工程公司 | Integral foundation underpinning technology for building added floor |
| RU2382146C1 (en) * | 2008-08-04 | 2010-02-20 | Владимир Николаевич Бронин | Method for straightening of slant in building erected on pile foundation |
| CN103075020A (en) * | 2013-02-04 | 2013-05-01 | 广州市胜特建筑科技开发有限公司 | Steel tray supporting force transferring system |
| CN106351270A (en) * | 2016-11-16 | 2017-01-25 | 贵州正业工程技术投资有限公司 | Self-locking steel pile structure for deviation correction and reinforcement of underpinned pile foundation |
| CN206844144U (en) * | 2017-06-15 | 2018-01-05 | 广州市胜特建筑科技开发有限公司 | A kind of system of quick control building settlement |
-
2017
- 2017-06-15 CN CN201710453019.5A patent/CN107237345B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1113282A (en) * | 1995-05-17 | 1995-12-13 | 广州市鲁班建筑防水补强专业公司 | Method for connecting anchor-rod type supporting table |
| CN1257149A (en) * | 1998-12-11 | 2000-06-21 | 北京市第七城市建设工程公司 | Integral foundation underpinning technology for building added floor |
| RU2382146C1 (en) * | 2008-08-04 | 2010-02-20 | Владимир Николаевич Бронин | Method for straightening of slant in building erected on pile foundation |
| CN103075020A (en) * | 2013-02-04 | 2013-05-01 | 广州市胜特建筑科技开发有限公司 | Steel tray supporting force transferring system |
| CN106351270A (en) * | 2016-11-16 | 2017-01-25 | 贵州正业工程技术投资有限公司 | Self-locking steel pile structure for deviation correction and reinforcement of underpinned pile foundation |
| CN206844144U (en) * | 2017-06-15 | 2018-01-05 | 广州市胜特建筑科技开发有限公司 | A kind of system of quick control building settlement |
Also Published As
| Publication number | Publication date |
|---|---|
| CN107237345B (en) | 2024-01-26 |
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