CN207452933U - A kind of building aseismicity pile foundation - Google Patents
A kind of building aseismicity pile foundation Download PDFInfo
- Publication number
- CN207452933U CN207452933U CN201720887821.0U CN201720887821U CN207452933U CN 207452933 U CN207452933 U CN 207452933U CN 201720887821 U CN201720887821 U CN 201720887821U CN 207452933 U CN207452933 U CN 207452933U
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- building
- pile body
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- conical head
- pile
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Abstract
The utility model discloses a kind of building aseismicity pile foundations, including conical head, hangnail, threaded hole, buckling groove, reinforcing prop, damping tube, connection anchor tube, stent, spring, bearing platform, gusset, top plate, fore-set, corrosion-resistant coating, screw thread, pile body and connecting portion, pile body bottom is provided with conical head, and screw thread is provided on the outside of conical head；The utility model design is simple, by being provided with ground engaging mechanism on pile crown, plays fixation, improves the stability of building stake；By being provided with spring between bearing platform and stent, longitudinally seismic wave makes building teetertotter, and spring deforms upon, and building is avoided acutely to rock up and down, is destroyed, and ensures the integrality of fabric structure；By being provided with damping tube in pile body, damping effect is played, improves security, easy to operate, speed of application is fast, saves material, economic benefit is apparent.
Description
Technical field
The utility model is related to technical field of buildings, are specially a kind of building aseismicity pile foundation.
Background technology
With the continuous social and economic development, national urbanization and characteristic villages and small towns implementation promote, in wast rural area
And the building natural of rural area also the more covers the more more, the more covers the more high, since a large amount of farm building addressings are on half way up the mountain, is subject to landform
The influence of landforms, before building is built, it is common construction techniques that building stake is stamped on ground, current building stake
Generally prefabricated pile is all directly to be inserted vertically into ground under larger pressure, as nail hammers into blockishness, by surrounding mud
The squeezing action of soil is fixed, this sample loading mode has the following disadvantages, and building stake is only subject to the frictional resistance of vertical direction, without water
Square to wedging function, inadequate firm stable is unfavorable for resisting the influence of seismic wave, is unfavorable for antidetonation, and in building
After building up, due to setting of ground etc., the flooring depression for having building often happens, and due to generally building
The indoor floor height for building object is limited, and can not use large scale equipment pile indoors, therefore, difficult after the flooring depression of building
To obtain consolidation process, danger is very high, and the time is grown, and being easy to cause entire building will be forced to stop using, economic loss
Also it is very big.
Utility model content
The utility model provides a kind of building aseismicity pile foundation, and design is simple, by being provided with ground engaging mechanism on pile crown, rises
Fixation has been arrived, has improved the stability of building stake；By being provided with spring between bearing platform and stent, longitudinally seismic wave
Building is made to teetertotter, spring deforms upon, and building is avoided acutely to rock up and down, is destroyed, and ensures fabric structure
Integrality；By being provided with damping tube in pile body, damping effect is played, improves security, easy to operate, construction speed
Degree is fast, saves material, and economic benefit is apparent, can effectively solve the problems, such as in above-mentioned background technology.
To achieve the above object, the utility model provides following technical solution：A kind of building aseismicity pile foundation, including taper
Head, hangnail, threaded hole, buckling groove, reinforcing prop, damping tube, connection anchor tube, stent, spring, bearing platform, gusset, top plate, fore-set,
Corrosion-resistant coating, screw thread, pile body and connecting portion, the pile body bottom are provided with conical head, spiral shell are provided on the outside of the conical head
Line is provided with connecting portion above the conical head, and the both sides of the connecting portion are provided with hangnail, are set above the connecting portion
Threaded hole is equipped with, the threaded hole is connected with pile body, and the pile body is internally provided with reinforcing prop, is set on the inside of the reinforcing prop
Damping tube is equipped with, the top of the damping tube is provided with connection anchor tube, corrosion-resistant coating is provided on the outside of the reinforcing prop, described
The top of connection anchor tube is provided with stent, and spring is provided with above the stent, and described hold is provided with above the spring
Weight platform, the top of the bearing platform are provided with fore-set, and the top of the fore-set is provided with the top plate, and the both sides of the fore-set lead to
Gusset is crossed to be connected with bearing platform.
According to above-mentioned technical proposal, the conical head is connected with the pile body using helicitic texture, the bearing platform and top
Being integrated of column is set.
According to above-mentioned technical proposal, the pile body surface is provided with stainless steel layer, and the fore-set is internally provided with one
Above reinforcing bar.
According to above-mentioned technical proposal, the angle of inclination of the hangnail is 60 degree.
Compared with prior art, the beneficial effects of the utility model：Building stake design is simple, by being set on pile crown
There is ground engaging mechanism, play fixation, improve the stability of building stake；By being provided with bullet between bearing platform and stent
Spring, longitudinally seismic wave building is made to teetertotter, spring deforms upon, and building is avoided acutely to rock up and down, is destroyed, protect
Demonstrate,prove the integrality of fabric structure；By being provided with damping tube in pile body, damping effect is played, improves security, is grasped
Work is convenient, speed of application is fast, saves material, and economic benefit is apparent.
Description of the drawings
Attached drawing is used to provide a further understanding of the present invention, and a part for constitution instruction, with this practicality
New embodiment for explaining the utility model, does not form the limitation to the utility model together.
In the accompanying drawings：
Fig. 1 is the overall structure diagram of the utility model；
Fig. 2 is the partial structural diagram of the utility model；
In figure：1st, conical head；2nd, hangnail；3rd, threaded hole；4th, buckling groove；5th, reinforcing prop；6th, damping tube；7th, anchor tube is connected；
8th, stent；9th, spring；10th, bearing platform；11st, gusset；12nd, top plate；13rd, fore-set；14th, corrosion-resistant coating；15th, screw thread；16th, pile body；
17th, connecting portion.
Specific embodiment
The preferred embodiment of the utility model is illustrated below in conjunction with attached drawing, it should be understood that described herein excellent
Embodiment is selected to be only used for describing and explaining the present invention, is not used to limit the utility model.
Embodiment：As shown in Figs. 1-2, the utility model provides a kind of building aseismicity pile foundation, including conical head 1, hangnail 2,
Threaded hole 3, buckling groove 4, reinforcing prop 5, damping tube 6, connection anchor tube 7, stent 8, spring 9, bearing platform 10, gusset 11, top plate 12,
Fore-set 13, corrosion-resistant coating 14, screw thread 15, pile body 16 and connecting portion 17,16 bottom of pile body are provided with conical head 1, conical head 1 it is outer
Side is provided with screw thread 15, and the top of conical head 1 is provided with connecting portion 17, and the both sides of connecting portion 17 are provided with hangnail 2, connecting portion 17
Top be provided with threaded hole 3, threaded hole 3 is connected with pile body 16, and pile body 16 is internally provided with reinforcing prop 5, reinforcing prop 5 it is interior
Side is provided with damping tube 6, and the top of damping tube 6 is provided with connection anchor tube 7, and the outside of reinforcing prop 5 is provided with corrosion-resistant coating 14, even
The top for connecing anchor tube 7 is provided with stent 8, and the top of stent 8 is provided with spring 9, and the top of spring 9 is provided with bearing platform 10, holds
The top of weight platform 10 is provided with fore-set 13, and the top of fore-set 13 is provided with top plate 12, and the both sides of fore-set 13 are by gusset 11 with holding
Weight platform 10 connects.
According to above-mentioned technical proposal, conical head 1 is connected with pile body 16 using helicitic texture, and bearing platform 10 is one with fore-set 13
Bodyization is set.
According to above-mentioned technical proposal, 16 surface of pile body is provided with stainless steel layer, and fore-set 13 is internally provided with one or more
Reinforcing bar.
According to above-mentioned technical proposal, the angle of inclination of hangnail 2 is 60 degree.
According to above-mentioned technical proposal, bore operation rack includes load-bearing frame body and connection component, and load-bearing frame body is by several
Transversely arranged truss monomer composition is removably attached by connection component between adjacent truss monomer；The work
Industry rack further includes the lower supporting assembly for being used to support load-bearing frame body below load-bearing frame body and above load-bearing frame body
The upper support component for being used to support drilling machine, truss monomer includes using top boom made of channel steel, lower boom, upright bar and tiltedly
Bar, top boom, lower boom and upright bar enclose square frame, and brace is arranged on the square lower portion and connects it diagonally；Connection
Component includes connecting plate and connecting rod, and connecting plate is installed in upright bar, and the both ends of connecting rod are connected respectively in two adjacent upright bars
Connecting plate；The upper side and lower side of upright bar is equipped with for the connecting portion with the removable connection of connecting plate, and the both ends of connecting rod are distinguished
Connecting plate of the connection positioned at upside and the connecting plate positioned at downside.
Based on above-mentioned, the utility model has the advantage of the utility model design is simple, is grabbed by being provided on pile crown
Ground mechanism, plays fixation, improves the stability of building stake；By being provided with spring between bearing platform and stent,
Longitudinally seismic wave makes building teetertotter, and spring deforms upon, and building is avoided acutely to rock up and down, is destroyed, and ensures
The integrality of fabric structure；By being provided with damping tube in pile body, damping effect is played, improves security, is operated
Conveniently, speed of application is fast, saves material, and economic benefit is apparent.
Finally it should be noted that：The foregoing is merely the preferred embodiments of the utility model, are not limited to this reality
With new, although the utility model is described in detail with reference to the foregoing embodiments, come for those skilled in the art
Say, can still modify to the technical solution recorded in foregoing embodiments or to which part technical characteristic into
Row equivalent substitution.Within the spirit and principle of the utility model, any modifications, equivalent replacements and improvements are made, should all
It is included within the scope of protection of this utility model.
Claims (4)
1. a kind of building aseismicity pile foundation, including conical head（1）, hangnail（2）, threaded hole（3）, buckling groove（4）, reinforcing prop（5）, subtract
Shake pipe（6）, connection anchor tube（7）, stent（8）, spring（9）, bearing platform（10）, gusset（11）, top plate（12）, fore-set（13）, it is anti-
Corrosion layer（14）, screw thread（15）, pile body（16）And connecting portion（17）, it is characterised in that：The pile body（16）Bottom is provided with cone
Forming head（1）, the conical head（1）Outside be provided with screw thread（15）, the conical head（1）Top be provided with connecting portion
（17）, the connecting portion（17）Both sides be provided with hangnail（2）, the connecting portion（17）Top be provided with threaded hole（3）, institute
State threaded hole（3）With pile body（16）Connection, the pile body（16）Be internally provided with reinforcing prop（5）, the reinforcing prop（5）It is interior
Side is provided with damping tube（6）, the damping tube（6）Top be provided with connection anchor tube（7）, the reinforcing prop（5）Outside set
It is equipped with corrosion-resistant coating（14）, the connection anchor tube（7）Top be provided with stent（8）, the stent（8）Top be provided with bullet
Spring（9）, the spring（9）Top be provided with the bearing platform（10）, the bearing platform（10）Top be provided with fore-set
（13）, the fore-set（13）Top be provided with the top plate（12）, the fore-set（13）Both sides pass through gusset（11）With holding
Weight platform（10）Connection.
2. a kind of building aseismicity pile foundation according to claim 1, it is characterised in that：The conical head（1）With the pile body
（16）It is connected using helicitic texture, the bearing platform（10）With fore-set（13）Being integrated is set.
3. a kind of building aseismicity pile foundation according to claim 1, it is characterised in that：The pile body（16）Surface is provided with not
Rust steel layer, the fore-set（13）The reinforcing bar for being internally provided with one or more.
4. a kind of building aseismicity pile foundation according to claim 1, it is characterised in that：The hangnail（2）Angle of inclination be
60 degree.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720887821.0U CN207452933U (en) | 2017-07-21 | 2017-07-21 | A kind of building aseismicity pile foundation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720887821.0U CN207452933U (en) | 2017-07-21 | 2017-07-21 | A kind of building aseismicity pile foundation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207452933U true CN207452933U (en) | 2018-06-05 |
Family
ID=62248765
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720887821.0U Expired - Fee Related CN207452933U (en) | 2017-07-21 | 2017-07-21 | A kind of building aseismicity pile foundation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207452933U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107313424A (en) * | 2017-07-21 | 2017-11-03 | 青岛中建联合建设工程有限公司 | A kind of building aseismicity pile foundation and construction method |
| CN109006653A (en) * | 2018-09-30 | 2018-12-18 | 大连理工大学 | A kind of photovoltaic device of cultivating pool sunscreen spray cooling |
-
2017
- 2017-07-21 CN CN201720887821.0U patent/CN207452933U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107313424A (en) * | 2017-07-21 | 2017-11-03 | 青岛中建联合建设工程有限公司 | A kind of building aseismicity pile foundation and construction method |
| CN109006653A (en) * | 2018-09-30 | 2018-12-18 | 大连理工大学 | A kind of photovoltaic device of cultivating pool sunscreen spray cooling |
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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 |
Granted publication date: 20180605 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |