CN207904950U - A kind of anti-seismic construction pile - Google Patents
A kind of anti-seismic construction pile Download PDFInfo
- Publication number
- CN207904950U CN207904950U CN201721674512.1U CN201721674512U CN207904950U CN 207904950 U CN207904950 U CN 207904950U CN 201721674512 U CN201721674512 U CN 201721674512U CN 207904950 U CN207904950 U CN 207904950U
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- Prior art keywords
- pile
- permanent magnet
- annular permanent
- layer
- face
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Links
- 238000010276 construction Methods 0.000 title claims abstract description 17
- 238000009432 framing Methods 0.000 claims abstract description 18
- 239000004033 plastic Substances 0.000 claims abstract description 15
- 229920003023 plastic Polymers 0.000 claims abstract description 15
- 206010058109 Hangnail Diseases 0.000 claims description 12
- 238000005260 corrosion Methods 0.000 claims description 9
- 230000007797 corrosion Effects 0.000 claims description 9
- 239000011248 coating agent Substances 0.000 claims description 4
- 238000000576 coating method Methods 0.000 claims description 4
- 230000002401 inhibitory effect Effects 0.000 claims description 4
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 claims description 3
- 238000009434 installation Methods 0.000 claims description 3
- 239000000741 silica gel Substances 0.000 claims description 3
- 229910002027 silica gel Inorganic materials 0.000 claims description 3
- 229910001220 stainless steel Inorganic materials 0.000 claims description 3
- 239000010935 stainless steel Substances 0.000 claims description 3
- 230000000694 effects Effects 0.000 abstract description 14
- 230000003139 buffering effect Effects 0.000 abstract description 5
- 238000013016 damping Methods 0.000 abstract description 5
- 239000000872 buffer Substances 0.000 abstract description 3
- 230000002708 enhancing effect Effects 0.000 abstract 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 235000013399 edible fruits Nutrition 0.000 description 1
- 238000012407 engineering method Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 239000011159 matrix material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
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- Foundations (AREA)
Abstract
The utility model discloses a kind of anti-seismic construction piles,Including pile framing,The lower face of the pile framing is equipped with support column,It is arranged with inclined support bar between the lower face of the pile framing and the side wall of the support column,The lower end of the support column is connected with antidetonation cushion,The inner upper end face and interior lower end face of the antidetonation cushion are all uniformly provided with annular permanent magnet,It is connected with plastics spring between the opposite annular permanent magnet,The lower face of the antidetonation cushion is equipped with pile foundation,The lower sidewall of the pile foundation is bolted with pile crown,The effect of spring damping can be achieved by the setting of antidetonation cushion and plastics spring,The effect of magnetic buffering can be achieved by the setting of annular permanent magnet,Since the polarity of the opposing end surface of annular permanent magnet is identical,Buffering is realized by homopolar-repulsion between opposite annular permanent magnet,The utility model has multiple buffer structures,So that anti seismic efficiency enhancing.
Description
Technical field
The utility model is related to technical field of buildings, specific field is a kind of anti-seismic construction pile.
Background technology
In the society continued to develop now, in order to meet various offices, stay, the needs of amusement, building is also to get over
Lid is more, the more covers the more high, and before building building, the construction engineering method that building stake is common at present is laid on ground,
Current building stake is all to be inserted vertically into bottom surface under larger pressure, as nail hammers into blockishness, leans on surrounding soil
Squeezing action, only by vertical direction frictional resistance, without the wedging function of horizontal direction, existing anti-seismic construction pile
Type is many, but most of they, only by single methods such as antidetonation cushion or springs, anti seismic efficiency is still somewhat poor, for this purpose,
It is proposed that a kind of anti-seismic construction pile solves these problems.
Utility model content
The purpose of this utility model is to provide a kind of anti-seismic construction piles, to solve mentioned above in the background art ask
Topic.
To achieve the above object, the utility model provides the following technical solutions：A kind of anti-seismic construction pile, including pile framing,
The pile framing includes load assignment layer, drainage layer and compensation layer, the lower face of the load assignment layer and the drainage layer
Upper surface connects, and the lower face of the drainage layer is connected with the upper surface of the compensation layer, and the lower face of the pile framing is equipped with
Support column is arranged with inclined support bar between the lower face of the pile framing and the side wall of the support column, the support column
Lower end is connected with antidetonation cushion, and the inner upper end face and interior lower end face of the antidetonation cushion are all uniformly provided with annular permanent magnet, relatively
The annular permanent magnet between be connected with plastics spring, the lower face of the antidetonation cushion is equipped with pile foundation, the side wall of the pile foundation
Lower part is bolted with pile crown, and the lateral wall of the pile crown is uniformly provided with hangnail.
Preferably, the installation number of the plastics spring is at least 2.
Preferably, the polarity of the opposing end surface of the annular permanent magnet is identical, and the outer surface of the annular permanent magnet is all provided with
There is corrosion-inhibiting coating.
Preferably, the pile crown is made of stainless steel or rigid plastics.
Preferably, the hangnail tilts upwards, and the inclination angle of the hangnail is 55-85 degree.
Preferably, the antidetonation cushion is wear-resisting, corrosion resistant silica gel rubber cushion.
Preferably, the structure of the load assignment layer is one kind in integrated three-dimensional matrice structure or honeycomb, described
The distance of at least 2 layers of load assignment layer, the adjacent load assignment layer is 0-60 centimetres.
Compared with prior art, the utility model has the beneficial effects that：It can be real by the setting of antidetonation cushion and plastics spring
The effect of existing spring damping, the effect of magnetic buffering can be achieved by the setting of annular permanent magnet, due to the phase of annular permanent magnet
It is identical to the polarity of end face, buffering is realized by homopolar-repulsion between opposite annular permanent magnet, the utility model has multiple
Buffer structure so that anti seismic efficiency enhances.
Description of the drawings
Fig. 1 is the structural schematic diagram of the utility model；
Fig. 2 is the partial sectional view of antidetonation cushion in the utility model.
In figure：1- pile framings, 2- load assignments layer, 3- drainage layers, 4- compensation layers, 5- support columns, 6- inclined support bars, 7- are anti-
Shake pad, 8- annular permanent magnets, 9- plastics springs, 10- pile foundations, 11- pile crowns, 12- hangnails.
Specific implementation mode
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work
The every other embodiment obtained, shall fall within the protection scope of the present invention.
- 2 are please referred to Fig.1, the utility model provides a kind of technical solution：A kind of anti-seismic construction pile, including pile framing 1, institute
It includes load assignment layer 2, drainage layer 3 and compensation layer 4 to state pile framing, the lower face of the load assignment layer and the drainage layer
Upper surface connects, and the lower face of the drainage layer is connected with the upper surface of the compensation layer, and the lower face of the pile framing is equipped with
The effect of support pile framing, the lower face of the pile framing and the support column can be achieved by the setting of support column for support column 5
Side wall between be arranged with inclined support bar 6, pass through inclined support bar setting can be achieved support pile framing effect, the support
The lower end of column is connected with antidetonation cushion 7, the effect of spring damping can be achieved by the setting of antidetonation cushion, on the inside of the antidetonation cushion
End face and interior lower end face are all uniformly provided with annular permanent magnet 8, and the effect of magnetic buffering can be achieved by the setting of annular permanent magnet
Fruit is connected with plastics spring 9 between the opposite annular permanent magnet, and spring damping can be achieved in the setting for passing through plastics spring
The lower face of effect, the antidetonation cushion is equipped with pile foundation 10, and the lower sidewall of the pile foundation is bolted with pile crown 11, passes through setting for pile crown
The effect that building stake connection ground can be achieved is set, the lateral wall of the pile crown is uniformly provided with hangnail 12, passes through the setting of hangnail
Pile crown and the effect that ground is connected firmly can be achieved.
Specifically, the installation number of the plastics spring is at least 2.
Specifically, the polarity of the opposing end surface of the annular permanent magnet is identical, pass through between opposite annular permanent magnet
Homopolar-repulsion buffers to realize, the outer surface of the annular permanent magnet is equipped with corrosion-inhibiting coating, can by the setting of corrosion-inhibiting coating
Realize corrosion-resistant effect.
Specifically, the pile crown is made of stainless steel or rigid plastics, setting in this way can be achieved antirust and
Corrosion-resistant effect.
Specifically, the hangnail tilts upwards, the inclination angle of the hangnail is 55-85 degree, and setting in this way can be real
The effect that existing pile crown and ground are connected firmly.
Specifically, the antidetonation cushion is wear-resisting, corrosion resistant silica gel rubber cushion.
Specifically, the structure of the load assignment layer is one kind in integrated three-dimensional matrice structure or honeycomb, institute
At least 2 layers of load assignment layer is stated, the distance of the adjacent load assignment layer is 0-60 centimetres, using multi-layer three-dimension matrix knot
The load assignment layer of structure or honeycomb has effectively been uniformly distributed the load of building, makes that it is equally loaded.
Operation principle：Throw the building stake into ground, hangnail makes pile crown and ground be connected firmly, once earthquake occurs,
By spring damping, annular permanent magnet is buffered by repulsive force for antidetonation cushion and plastics spring, these devices are buffered by both
The energy for absorbing P wave, avoiding building from acutely shaking up and down causes it to destroy, and ensure that the complete of fabric structure
Whole property.
While there has been shown and described that the embodiments of the present invention, for the ordinary skill in the art,
It is appreciated that can these embodiments be carried out with a variety of variations in the case where not departing from the principles of the present invention and spirit, repaiied
Change, replace and modification, the scope of the utility model are defined by the appended claims and the equivalents thereof.
Claims (7)
1. a kind of anti-seismic construction pile, including pile framing（1）, it is characterised in that：The pile framing（1）Including load assignment layer（2）、
Drainage layer（3）And compensation layer（4）, the load assignment layer（2）Lower face and the drainage layer（3）Upper surface connection, institute
State drainage layer（3）Lower face and the compensation layer（4）Upper surface connection, the pile framing（1）Lower face be equipped with support
Column（5）, the pile framing（1）Lower face and the support column（5）Side wall between be arranged with inclined support bar（6）, described
Support column（5）Lower end be connected with antidetonation cushion（7）, the antidetonation cushion（7）Inner upper end face and interior lower end face all uniformly set
There is annular permanent magnet（8）, the opposite annular permanent magnet（8）Between be connected with plastics spring（9）, the antidetonation cushion（7）'s
Lower face is equipped with pile foundation（10）, the pile foundation（10）Lower sidewall be bolted with pile crown（11）, the pile crown（11）Lateral wall
It is uniformly provided with hangnail（12）.
2. a kind of anti-seismic construction pile according to claim 1, it is characterised in that：The plastics spring（9）Installation number
At least 2.
3. a kind of anti-seismic construction pile according to claim 1, it is characterised in that：The annular permanent magnet（8）Opposite end
The polarity in face is identical, the annular permanent magnet（8）Outer surface be equipped with corrosion-inhibiting coating.
4. a kind of anti-seismic construction pile according to claim 1, it is characterised in that：The pile crown（11）Using stainless steel or firmly
Matter plastics are made.
5. a kind of anti-seismic construction pile according to claim 1, it is characterised in that：The hangnail（12）It tilts upwards, it is described
Hangnail（12）Inclination angle be 55-85 degree.
6. a kind of anti-seismic construction pile according to claim 1, it is characterised in that：The antidetonation cushion（7）It is wear-resisting, corrosion-resistant
Silica gel rubber cushion.
7. a kind of anti-seismic construction pile according to claim 1, it is characterised in that：The load assignment layer（2）Structure be
One kind in integrated three-dimensional matrice structure or honeycomb, the load assignment layer（2）At least 2 layers, the adjacent load
Distribution layer（2）Distance be 0-60 centimetres.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721674512.1U CN207904950U (en) | 2017-12-05 | 2017-12-05 | A kind of anti-seismic construction pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721674512.1U CN207904950U (en) | 2017-12-05 | 2017-12-05 | A kind of anti-seismic construction pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207904950U true CN207904950U (en) | 2018-09-25 |
Family
ID=63571518
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721674512.1U Expired - Fee Related CN207904950U (en) | 2017-12-05 | 2017-12-05 | A kind of anti-seismic construction pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207904950U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109680704A (en) * | 2019-01-14 | 2019-04-26 | 芜湖市轩逸建筑工程有限公司 | A kind of construction anti-seismic building stake |
-
2017
- 2017-12-05 CN CN201721674512.1U patent/CN207904950U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109680704A (en) * | 2019-01-14 | 2019-04-26 | 芜湖市轩逸建筑工程有限公司 | A kind of construction anti-seismic building stake |
| CN109680704B (en) * | 2019-01-14 | 2021-02-02 | 上海通核建筑科技有限公司 | Anti-seismic building pile for building construction |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: 212009 Room 501, floor 6, building 2, Huating business center, Nanshan, Runzhou District, Zhenjiang City, Jiangsu Province Patentee after: JIANGSU ZHONGYI EARTHQUAKE ENGINEERING Co.,Ltd. Address before: 212004 2 floor sixth Room 501, South China business center, Nanzhou District, Zhenjiang, Jiangsu Patentee before: ZHENJIANG ZHONGYI ANTI-SEISMIC TECHNOLOGY Co.,Ltd. |
|
| 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: 20180925 |