CN206844144U - A kind of system of quick control building settlement - Google Patents
A kind of system of quick control building settlement Download PDFInfo
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- CN206844144U CN206844144U CN201720697242.XU CN201720697242U CN206844144U CN 206844144 U CN206844144 U CN 206844144U CN 201720697242 U CN201720697242 U CN 201720697242U CN 206844144 U CN206844144 U CN 206844144U
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- cushion cap
- thick pillar
- pipe pile
- pillar formula
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Abstract
A kind of technical scheme of the system of quick control building settlement of the utility model 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, and the thick pillar formula steel tray system is by surrounding and being formed 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 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.
Description
Technical field
The utility model belongs to control building settlement technical field, and in particular to a kind of quick control building settlement
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 common, causes building
The reason for inclination be it is many, as in terms of geology, design aspect, in terms of construction, use.
The way of control building settlement has two kinds substantially at present：First, the side that first stable settlement is big, then try by
Settle small side to promote to sink, building is reached Equalsettlement；Second, the side that first stable settlement is small, then tries sedimentation is big
Side jacking, by the correcting inclination of building.
The defects of prior art is：The construction process requirement engineering time is longer, it is impossible to quickly controls building settlement.
Utility model content
In order to solve this fast technical problem of building settlement speed of the prior art, the utility model provides a kind of fast
The system of speed control building settlement, i.e., fix former post by thick pillar formula steel tray system, pass through thick pillar formula steel tray system
Steel-pipe pile is progressed into building basis, after building settlement quickly controls, newly-built cushion cap permanent stabilization by counter-force.
A kind of technical scheme of the system of quick control building settlement of the utility model 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 formed 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.
Preferably, the thick pillar formula steel tray system is made up of the Steel section member of four pieces of encirclement former posts.
Preferably, the Steel section member is connected with the former post by split bolt.
Preferably, the steel-pipe pile seals stake by lock stud with the original basis cushion cap and fixed.
Preferably, the steel-pipe pile is circular cross-section.
Method corresponding with the system of above-mentioned quick control building settlement includes：
Step 1: on the former post suspension column of sedimentation larger side, thick pillar formula steel tray system, the thick pillar formula steel tray are set up
System is by surrounding and being formed 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
State steel-pipe pile and be located 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, remove the thick pillar formula steel tray system.
Preferably, the thick pillar formula steel tray system is made up of the Steel section member of four pieces of encirclement former posts.
Preferably, the Steel section member is connected with the former post by split bolt.
Preferably, the steel-pipe pile seals stake by lock stud with the original basis cushion cap and fixed.
Preferably, the steel-pipe pile is circular cross-section.
Brief description of the drawings
, below will be to embodiment in order to illustrate more clearly of the utility model embodiment or technical scheme of the prior art
Or the required accompanying drawing used is briefly described in description of the prior art, it should be apparent that, drawings in the following description are only
It is embodiment of the present utility model, for those of ordinary skill in the art, on the premise of not paying creative work, also
Other accompanying drawings can be obtained according to the accompanying drawing of offer.
Fig. 1 is a kind of method flow diagram of quick control building settlement；
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 utility model, overlooked
Fig. 4 is the structure chart that thick pillar formula steel tray system is removed in Fig. 3.
Embodiment
In order to solve this fast technical problem of building settlement speed of the prior art, the utility model provides a kind of fast
The system of speed control building settlement, i.e., fix former post by thick pillar formula steel tray system, pass through thick pillar formula steel tray system
Steel-pipe pile is progressed into building basis, after building settlement quickly controls, newly-built cushion cap permanent stabilization by counter-force.
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the embodiment of the utility model is carried out
Clearly and completely describing, it is clear that described embodiment is only the utility model part of the embodiment, rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not under the premise of creative work is made
The every other embodiment obtained, belong to the scope of the utility model protection.
Referring to Fig. 1, a kind of method of quick control building settlement 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 forms.
102nd, piling hole is had in thick pillar formula steel tray system, steel-pipe pile is set in piling hole, and steel-pipe pile is positioned 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 utility model 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 formed with the Steel section member 31 that former post 1 is connected, specific thick pillar formula steel tray system 3 is by four pieces of types for surrounding former post 1
Steel member 31 is formed, 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 seal 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.
Above example is only to illustrate the technical solution of the utility model, rather than its limitations；Although with reference to foregoing reality
Example is applied the utility model is described in detail, it will be understood by those within the art that：It still can be to preceding
State the technical scheme described in each embodiment to modify, or equivalent substitution is carried out to which part technical characteristic；And these
Modification is replaced, and the essence of appropriate technical solution is departed from the spirit and model of various embodiments of the utility model technical scheme
Enclose.
Claims (5)
- A kind of 1. 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 formed 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.
- 2. the system of quick control building settlement according to claim 1, it is characterised in that the thick pillar formula steel tray The Steel section member that system surrounds the former post by four pieces forms.
- 3. the system of 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 system of 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 system of quick control building settlement according to claim 1, it is characterised in that the steel-pipe pile is circle Section.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720697242.XU CN206844144U (en) | 2017-06-15 | 2017-06-15 | A kind of system of quick control building settlement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720697242.XU CN206844144U (en) | 2017-06-15 | 2017-06-15 | A kind of system of quick control building settlement |
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| Publication Number | Publication Date |
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| CN206844144U true CN206844144U (en) | 2018-01-05 |
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| CN201720697242.XU Active CN206844144U (en) | 2017-06-15 | 2017-06-15 | A kind of system of quick control building settlement |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107237345A (en) * | 2017-06-15 | 2017-10-10 | 广州市胜特建筑科技开发有限公司 | A kind of method and system of quick control building settlement |
-
2017
- 2017-06-15 CN CN201720697242.XU patent/CN206844144U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107237345A (en) * | 2017-06-15 | 2017-10-10 | 广州市胜特建筑科技开发有限公司 | A kind of method and system of quick control building settlement |
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