CN207419505U - A kind of reinforcing and shock absorption piling strtucture - Google Patents
A kind of reinforcing and shock absorption piling strtucture Download PDFInfo
- Publication number
- CN207419505U CN207419505U CN201721295823.7U CN201721295823U CN207419505U CN 207419505 U CN207419505 U CN 207419505U CN 201721295823 U CN201721295823 U CN 201721295823U CN 207419505 U CN207419505 U CN 207419505U
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- China
- Prior art keywords
- load
- pile foundation
- reinforcing
- cushion cap
- supporting course
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- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 41
- 230000035939 shock Effects 0.000 title claims abstract description 17
- 238000010521 absorption reaction Methods 0.000 title claims abstract description 16
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 3
- 238000000465 moulding Methods 0.000 claims description 4
- 239000011347 resin Substances 0.000 claims description 3
- 229920005989 resin Polymers 0.000 claims description 3
- 241000195622 Astasia Species 0.000 abstract description 2
- 206010010947 Coordination abnormal Diseases 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 3
- 238000005336 cracking Methods 0.000 description 2
- 230000001066 destructive effect Effects 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 240000002853 Nelumbo nucifera Species 0.000 description 1
- 235000006508 Nelumbo nucifera Nutrition 0.000 description 1
- 235000006510 Nelumbo pentapetala Nutrition 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000037396 body weight Effects 0.000 description 1
- 230000003139 buffering effect Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 239000007779 soft material Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Abstract
The utility model proposes a kind of reinforcing and shock absorption piling strtuctures, including pile foundation main body and cushion cap, it is equipped with cushioning elastomeric layer below cushion cap successively from top to bottom, reinforcing layer and supporting course, reinforcing layer is poured using reinforced cement concrete, supporting course lower face, which is equipped with, to be closely surrounded pile foundation body outer surface and extends downward into the load receiving part of the tubular of pile foundation bottom part body, cushion cap lower face, which is equipped with to extend downwardly, sequentially passes through cushioning elastomeric layer, several load-bearing pillars of reinforcing layer and supporting course, load-bearing pillar is equipped with the positioning pin column extended from outside horizontal through load-bearing pillar to pile foundation main center axis direction, positioning pin column sequentially passes through load-bearing pillar from outside to inside, load receiving part is simultaneously extended at the outer wall of pile foundation main body.The utility model provides a kind of reinforcing and shock absorption piling strtucture, it is effectively increased the stability of pile foundation, effectively solves the problems, such as the single pole astasia in the case of the geology more shaken simultaneously, which has the advantages that load is high, preferably resolves the problem of pile foundation sinks and cracks.
Description
Technical field
The utility model belongs to construction engineering technical field, is related to a kind of reinforcing and shock absorption piling strtucture.
Background technology
At present, building trade is growing, and requirement of the construction industry to pile foundation is also higher and higher, building foundation shape
The foundation of larger bottom surface area is used mostly, and the bearing capacity of ground is improved with this, but since the weight of the structure is big, because
This settling amount is big, and shock resistance is poor, and during particularly for soft material layer, the bottom surface of foundation directly subjects curstal fault or shifting
The impact of seismic wave energy caused by position, floor space is bigger, and the dynamics being directly hit and fracture, the possibility of displacement are got over
Greatly, therefore its anti-seismic performance is with regard to poor, and especially in the multiple area of earthquake, higher shockproof requirements are proposed to its foundation.Face
To the foundation under complex geological condition, building unit generally requires to spend substantial amounts of manpower and materials, to reinforce pile foundation
Stability, but few a kind of simple and effective measures in industry, to reinforce under the geological conditions more shaken for complexity
Pile foundation etc..
Utility model content
Based on the above problem, the utility model aim is to provide a kind of reinforcing and shock absorption piling strtucture, is effectively increased pile foundation
Stability, while it is effective solve the problems, such as the single pole astasia in the case of the geology more shaken, which, which has, carries
The advantages of lotus is high preferably resolves the problem of pile foundation sinks and cracks.
In view of the above problems, provide following technical solution：A kind of reinforcing and shock absorption piling strtucture including pile foundation main body and is held
Platform, it is characterised in that：The pile foundation main body is set through cushion cap, is equipped with snubber elastomeric below the cushion cap successively from top to bottom
Layer, reinforcing layer and supporting course, the cushioning elastomeric layer are made of buffer rubber gasket or elastic resin, and the reinforcing layer uses steel
Muscle cement concrete pours, and the supporting course lower face, which is equipped with, to be closely surrounded pile foundation body outer surface and extend downward into stake
The load receiving part of the tubular of base bottom part body, the cushion cap lower face, which is equipped with to extend downwardly, sequentially passes through cushioning elastomeric layer, reinforcing layer
With several load-bearing pillars of supporting course, the load-bearing pillar is equipped with from outside horizontal through load-bearing pillar to axis side of pile foundation main center
To the positioning pin column of extension, the positioning pin column sequentially passes through load-bearing pillar, load receiving part and extends to pile foundation main body from outside to inside
At outer wall, the cushion cap and the integral pouring molding of load-bearing pillar, supporting course and load receiving part.
The utility model is further arranged to：Both connections are additionally provided between the load-bearing column bottom and load receiving part bottom
Reinforcing prop.
The utility model is further arranged to：The cushion cap is low cushion cap or high cushion cap.
The utility model is further arranged to：The thickness of the cushioning elastomeric layer is 30-50 centimetres.
The utility model is further arranged to：The cushion cap, cushioning elastomeric layer, the outer edge phase of reinforcing layer and supporting course
Match somebody with somebody.
The beneficial effects of the utility model：Reinforcing and shock absorption piling strtucture provided by the utility model adds in the structure first
Cushioning elastomeric layer is entered, can effectively absorb cross force caused by earthquake, made earthquake to the horizontal destructive power of building by significantly
Weaken；Secondly, reinforcing layer and supporting course are added in the technical program under cushion cap, cushion cap has the load-bearing pillar of extension, stake
Base main body transfers loads to cushion cap after load is born, then is distributed to by cushion cap on corresponding load-bearing pillar, and load-bearing pillar is worn successively
Cross cushioning elastomeric layer, reinforcing layer and supporting course, stability greatly improves, so as to greatly reduce single ground bear it is larger
Load can substantially solve pile foundation sinking and the pile foundation cracking phenomena brought using this structure, can carry larger load, effectively
Increase pile foundation main body stability.
Description of the drawings
Fig. 1 is the cross-sectional view of reinforcing and shock absorption piling strtucture in the utility model embodiment.
Illustrate in figure：1- pile foundation main bodys；2- cushion caps；21- load-bearing pillars；3- cushioning elastomeric layers；4- reinforcing layers；5- supporting courses；
51- load receiving parts；6- positioning pin columns；7- reinforcing props.
Specific embodiment
With reference to the accompanying drawings and examples, specific embodiment of the present utility model is described in further detail.Below
Embodiment is not intended to limit the scope of the present invention for illustrating the utility model.
As shown in Figure 1, a kind of reinforcing and shock absorption piling strtucture, including pile foundation main body 1 and cushion cap 2, the pile foundation main body 1 passes through
Cushion cap 2 is set, and the cushion cap 2 is equipped with cushioning elastomeric layer 3, reinforcing layer 4 and supporting course 5, the buffering successively from top to bottom below
Elastic layer 3 is made of buffer rubber gasket or elastic resin, and the reinforcing layer 4 is poured using reinforced cement concrete, institute
It states 5 lower face of supporting course and is equipped with and closely surround 1 outer surface of pile foundation main body and extend downward into holding for the tubular of 1 bottom of pile foundation main body
Weight portion 51,2 lower face of cushion cap, which is equipped with to extend downwardly, sequentially passes through the several of cushioning elastomeric layer 3, reinforcing layer 4 and supporting course 5
Load-bearing pillar 21, the load-bearing pillar 21 is equipped with to be extended from outside horizontal through load-bearing pillar 21 to 1 central axial direction of pile foundation main body
Positioning pin column 6, the positioning pin column 6 sequentially passes through load-bearing pillar 21, load receiving part 51 and extends to pile foundation main body 1 from outside to inside
At outer wall, the cushion cap 2 and load-bearing pillar 21, supporting course 5 and the integral pouring molding of load receiving part 51.
Reinforcing and shock absorption piling strtucture provided by the utility model, adds cushioning elastomeric layer 3 in the structure first, can be effective
Cross force caused by absorbing earthquake, makes earthquake be weakened severely the horizontal destructive power of building；Secondly, in the technical program
Reinforcing layer 4 and supporting course 5 are added under cushion cap 2, cushion cap 2 has the load-bearing pillar 21 of extension, and pile foundation main body 1 is bearing load
Afterwards, cushion cap 2 is transferred loads to, then is distributed to by cushion cap 2 on corresponding load-bearing pillar 21,21 column of load-bearing sequentially passes through snubber elastomeric
Layer 3, reinforcing layer 4 and supporting course 5, stability greatly improves, and larger load is born so as to greatly reduce single ground.Add
Strong layer 4 enhances the hardness and strength of total；Supporting course 5 and load receiving part 51 are used to support and consolidate the knot of supporting course more than 5
Structure；Positioning pin column 6 can be strengthened firm between 51 entire support construction of load-bearing pillar 21 and load receiving part；Cushion cap 2 and load-bearing pillar 21 are held
Double-layer 5 and the integral pouring molding of load receiving part 51, can greatly improve the stability of entire piling strtucture, be shaken piling strtucture
It is more firm when dynamic.
As shown in Figure 1, the reinforcing prop 7 of both connections is additionally provided between 21 bottom of load-bearing pillar and 51 bottom of load receiving part,
Reinforcing prop 7 links together load-bearing pillar 21 and the bottom of load receiving part 51 and pile foundation main body 1, further strengthens 21 bottom of load-bearing pillar
Stability and entire pile foundation stability.The cushion cap 2 is low cushion cap or high cushion cap.The thickness of the cushioning elastomeric layer 3 is
30-50 centimetres.The cushion cap 2, cushioning elastomeric layer 3, the outer edge of reinforcing layer 4 and supporting course 5 match, and four can be made by being mutually matched
Stability between person reaches highest.
Pile foundation sinking and the pile foundation cracking phenomena brought can be substantially solved using the technical program, can be carried larger
Load, the effective stability for increasing pile foundation main body 1.
State only be the utility model preferred embodiment, it is noted that for those skilled in the art
For, on the premise of the utility model technical principle is not departed from, several improvement and modification can also be made, above-mentioned hypothesis this
A little improvement and modification also should be regarded as the scope of protection of the utility model.
Claims (5)
1. a kind of reinforcing and shock absorption piling strtucture, including pile foundation main body and cushion cap, it is characterised in that：The pile foundation main body passes through cushion cap
It sets, is equipped with cushioning elastomeric layer, reinforcing layer and supporting course below the cushion cap successively from top to bottom, the cushioning elastomeric layer uses
Buffer rubber gasket or elastic resin are made, and the reinforcing layer is poured using reinforced cement concrete, the supporting course lower end
Face, which is equipped with, to be closely surrounded pile foundation body outer surface and extends downward into the load receiving part of the tubular of pile foundation bottom part body, under the cushion cap
End face is equipped with several load-bearing pillars for extending downwardly and sequentially passing through cushioning elastomeric layer, reinforcing layer and supporting course, is set on the load-bearing pillar
Have a positioning pin column extended from outside horizontal through load-bearing pillar to pile foundation main center axis direction, the positioning pin column by outside to
It inside sequentially passes through load-bearing pillar, load receiving part and extends at the outer wall of pile foundation main body, the cushion cap and load-bearing pillar, supporting course and load-bearing
The integral pouring molding in portion.
2. a kind of reinforcing and shock absorption piling strtucture according to claim 1, it is characterised in that：The load-bearing column bottom and load-bearing
The reinforcing prop of both connections is additionally provided between portion bottom.
3. a kind of reinforcing and shock absorption piling strtucture according to claim 1 or 2, it is characterised in that：The cushion cap is low cushion cap
Or high cushion cap.
4. a kind of reinforcing and shock absorption piling strtucture according to claim 1, it is characterised in that：The thickness of the cushioning elastomeric layer
For 30-50 centimetres.
5. a kind of reinforcing and shock absorption piling strtucture according to claim 1, it is characterised in that：The cushion cap, cushioning elastomeric layer,
The outer edge of reinforcing layer and supporting course matches.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721295823.7U CN207419505U (en) | 2017-10-10 | 2017-10-10 | A kind of reinforcing and shock absorption piling strtucture |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721295823.7U CN207419505U (en) | 2017-10-10 | 2017-10-10 | A kind of reinforcing and shock absorption piling strtucture |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207419505U true CN207419505U (en) | 2018-05-29 |
Family
ID=62310786
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721295823.7U Expired - Fee Related CN207419505U (en) | 2017-10-10 | 2017-10-10 | A kind of reinforcing and shock absorption piling strtucture |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207419505U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114197549A (en) * | 2021-12-31 | 2022-03-18 | 马鞍山首建工程质量检测咨询有限公司 | Pile foundation detection equipment and method |
| CN114991137A (en) * | 2022-07-20 | 2022-09-02 | 上海市城市建设设计研究总院（集团）有限公司 | Pile foundation reinforcing structure of existing building after seismic strengthening and transformation and construction method thereof |
-
2017
- 2017-10-10 CN CN201721295823.7U patent/CN207419505U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114197549A (en) * | 2021-12-31 | 2022-03-18 | 马鞍山首建工程质量检测咨询有限公司 | Pile foundation detection equipment and method |
| CN114197549B (en) * | 2021-12-31 | 2023-07-28 | 马鞍山首建工程质量检测咨询有限公司 | Pile foundation detection equipment and method |
| CN114991137A (en) * | 2022-07-20 | 2022-09-02 | 上海市城市建设设计研究总院（集团）有限公司 | Pile foundation reinforcing structure of existing building after seismic strengthening and transformation and construction method thereof |
| CN114991137B (en) * | 2022-07-20 | 2023-07-04 | 上海市城市建设设计研究总院（集团）有限公司 | Pile foundation reinforcing structure of existing building after earthquake-proof reinforcing transformation and construction method thereof |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180529 Termination date: 20201010 |