CN206477342U - A kind of arrangement of soil blocking pile - Google Patents
A kind of arrangement of soil blocking pile Download PDFInfo
- Publication number
- CN206477342U CN206477342U CN201621346322.2U CN201621346322U CN206477342U CN 206477342 U CN206477342 U CN 206477342U CN 201621346322 U CN201621346322 U CN 201621346322U CN 206477342 U CN206477342 U CN 206477342U
- Authority
- CN
- China
- Prior art keywords
- fender post
- bored concrete
- concrete pile
- foundation ditch
- stanchion
- 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.)
- Expired - Fee Related
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Abstract
The utility model discloses a kind of arrangement of soil blocking pile, belong to field of support structures, it is desirable to provide.Its drip irrigation device is：Including fender post one, the fender post one includes the bored concrete pile one of lower end and the bored concrete pile two of upper end, the fender post one is uniformly arranged close to the clear width of transfer Room foundation ditch, it is semicircle stanchion close to the bored concrete pile two of building, the semicircle stanchion is set with bored concrete pile one close to the side of transfer Room foundation ditch and facing directly for semicircle stanchion is set away from transfer Room foundation ditch.
Description
Technical field
The utility model is related to field of support structures, more particularly to a kind of arrangement of soil blocking pile.
Background technology
When building subway, subway can be passed through near building, and subway needs to build the plug-in transfer Room to supply passenger
Transfer, because building has been present, when building the plug-in transfer Room, builds around the construction location potential range in the plug-in transfer Room
Build thing nearer, and the plug-in transfer Room is in irregular shape, when building fender post, may interfere with Adjacent Buildings.
Utility model content
The purpose of this utility model is to provide a kind of arrangement of soil blocking pile, and it can slow down dry with Adjacent Buildings
Relate to.
Above-mentioned technical purpose of the present utility model technical scheme is that：A kind of arrangement of soil blocking pile
Structure, including fender post one, the fender post one include the bored concrete pile one of lower end and the bored concrete pile two of upper end, the fender post
One uniformly arranges close to the clear width for changing to Room foundation ditch, is semicircle stanchion close to the bored concrete pile two of building, and described half
Cylinder pile is set with bored concrete pile one close to the side of transfer Room foundation ditch and facing directly for semicircle stanchion is set away from transfer Room foundation ditch.
By such scheme, fender post one includes bored concrete pile one and bored concrete pile two, is disposed in an evenly spaced relation in transfer Room base
Hole inner side, for changing to going along with sb. to guard him for Room agent structure foundation ditch, and also serves as the bearing pile of sidewall structure, close to described in building
Bored concrete pile two is semicircle stanchion, and makes semicircle stanchion with bored concrete pile one close to the side of transfer Room foundation ditch, and such semicircle stanchion is just
Set away from building, reduce the face area of the upper end of fender post one, reduce floor space, and then reduce fender post one
Interference between building, makes facing directly for semicircle stanchion be set away from transfer Room foundation ditch, while semicolumn is extended in addition
Ground elevation, avoid the need for separately setting in the outside of cylinder pile a row be used for support change to the circle in more than Room top plate foundation ditch soil
Stake.
Further, side of the fender post one containing the semicircle stanchion away from transfer Room foundation ditch is removed, provided with interval
The top plate earth-retaining fender post uniformly arranged.
By such scheme, because transfer Room top board structure cutting depth is on below ground 5m or so, transfer Room top plate
Portion's soil body is without effective branch mark structure, and the part soil body, which needs to add top plate earth-retaining maintaining pile again in the outside of fender post one, to be carried out supporting and retaining system and change
Multiply the soil body of 5m in the range of the top plate foundation ditch of the Room, remove the fender post one containing the semicircle stanchion and gone along with sb. to guard him to slow down top plate earth-retaining
Interference between stake and building.
Further, the stake footpath of the bored concrete pile one is 1m, and the stake footpath of the top plate earth-retaining fender post is 0.6m.
By such scheme, the stake footpath of bored concrete pile one is 1m, and the stake footpath of top plate earth-retaining fender post is 0.6m, is so arranged on
Ensure to slow down floor space in the case of braced cuts effect.
Further, the reinforcing bar in the bored concrete pile two and bored concrete pile one is connected using straight thread steel bushing.
By such scheme, the reinforcing bar in bored concrete pile two and bored concrete pile one is set to be connected using straight thread steel bushing, can either
The connection for making the reinforcing bar between bored concrete pile two and bored concrete pile one more stable, what is connected and compare is convenient and swift.
Further, shield received well is provided with the foundation ditch of the transfer Room, is provided with and encloses on the outside of the shield received well
Fender pile two.
By such scheme, fender post two is provided with the outside of shield received well, for braced cuts shield received well.
In summary, the utility model has the advantages that：
1st, by the setting of fender post one and top plate earth-retaining fender post, can to transfer Room foundation ditch around convex body carry out compared with
Stable support；
2nd, by semicircle stanchion is set to close to the bored concrete pile two of building, can slow down fender post one and building it
Between interference.
Brief description of the drawings
Fig. 1 is the structural representation that the present embodiment is used to embody fender post one；
Fig. 2 is the structural representation that the present embodiment is used to embody fender post two；
Fig. 3 is the structural representation that the present embodiment is used to embody semicircle stanchion；
Fig. 4 is the structural representation that the present embodiment is used to embody reinforcing bar；
The enlarged drawing that Fig. 5 is A in Fig. 4；
Fig. 6 is the structural representation that the present embodiment is used to embody fender post one.
In figure, 1, fender post one；11st, bored concrete pile one；12nd, bored concrete pile two；121st, semicircle stanchion；2nd, face directly；3rd, top plate is kept off
Fortifield village's fender pile；4th, reinforcing bar；41st, straight thread steel bushing；5th, shield received well；51st, fender post two.
Embodiment
The utility model is described in further detail below in conjunction with accompanying drawing.
The arrangement of a kind of grade of native stake, as shown in Fig. 1,2 and 6, includes fender post 1, under fender post 1 includes
The bored concrete pile 1 at end and the bored concrete pile 2 12 of upper end, the whole height of fender post is 7m, and the height of wherein bored concrete pile 1 is
2m, the height of bored concrete pile 2 12 is 5m.
As shown in Figures 4 and 5, the reinforcing bar 4 of bored concrete pile 1 and bored concrete pile 2 12 between the two passes through straight thread steel bushing 41
Connection, it is easy to connect and firm.
As shown in figure 1, the stake footpath of the bored concrete pile 1 of fender post 1 is 1m.
As illustrated in fig. 1 and 2, fender post 1 interval and be arranged in transfer Room foundation ditch inner side, for go along with sb. to guard him transfer the Room
The agent structure of foundation ditch, and the spacing between the carrying of sidewall structure, adjacent fender post 1 can be also served as 1.4m.
As shown in Figures 2 and 3, the bored concrete pile 2 12 on the fender post 1 of building is set to semicircle stanchion 121, half
Cylinder pile 121 is arranged on bored concrete pile 1 close to the side of transfer Room foundation ditch, can so reduce the section face of bored concrete pile 2 12
Product, reduces floor space, so as to slow down the interference between fender post 1 and building.
As illustrated in fig. 1 and 2, semicircle stanchion 121 is faced directly 2 away from transfer Room foundation ditch setting.
Because transfer Room top board structure cutting depth is in below ground 5m or so, the transfer Room top plate top soil body is without effective branch
Mark structure, is removing side of the fender post 1 containing semicircle stanchion 121 away from transfer Room foundation ditch, is being gone along with sb. to guard him provided with top plate earth-retaining
Stake 3, top plate earth-retaining fender post 3 be spaced it is evenly distributed, the part soil body using top plate earth-retaining maintaining pile come supporting and retaining system change to Room top plate
The 5m soil body in the range of foundation ditch.
As illustrated in fig. 1 and 2, the pilespacing between a diameter of 0.6m of top plate earth-retaining fender post 3, top plate earth-retaining fender post 3 is
1.2m, effective length is 12m, i.e., the whole height of top plate earth-retaining fender post 3 is higher than the 15m of fender post one, can be used for support and changes
Multiply the soil body of 5m in the range of the top plate foundation ditch of the Room.
As illustrated in fig. 1 and 2, the one end of semicircle stanchion 121 away from bored concrete pile 1 is extended to and top plate earth-retaining maintaining pile
It is contour, the soil body of 5m in the range of transfer Room top plate foundation ditch is supported using semicircle stanchion 121, therefore just need not be in semicircle stanchion
121 it is outer separately set row's top plate earth-retaining fender post 3, and due to being semicircle stanchion 121, its area of section is smaller, will not be with building
Build thing and cause interference.
Shield received well 5 is provided with transfer Room foundation ditch, the inner side close to the edge of shield received well 5 is provided with fender post two
51, the structure for going along with sb. to guard him shield received well 5.
This specific embodiment is only to explain of the present utility model, and it is not to limitation of the present utility model, ability
Field technique personnel can make the modification without creative contribution to the present embodiment as needed after this specification is read, but
As long as all being protected in right of the present utility model by Patent Law.
Claims (5)
1. a kind of arrangement of soil blocking pile, it is characterized in that：Including fender post one（1）, the fender post one（1）Include lower end
Bored concrete pile one（11）With the bored concrete pile two of upper end（12）, the fender post one（1）Clear width close to transfer Room foundation ditch is equal
Even arrangement, close to the bored concrete pile two of building（12）For semicircle stanchion（121）, the semicircle stanchion（121）With bored concrete pile
One（11）Side close to transfer Room foundation ditch is set and semicircle stanchion（121）Face directly（2）Set away from transfer Room foundation ditch.
2. a kind of arrangement of soil blocking pile according to claim 1, it is characterized in that：Remove and contain the semicircle stanchion
（121）Fender post one（1）Side away from transfer Room foundation ditch, the top plate earth-retaining fender post uniformly arranged provided with interval（3）.
3. a kind of arrangement of soil blocking pile according to claim 2, it is characterized in that：The bored concrete pile one（11）Stake footpath
For 1m, the top plate earth-retaining fender post（3）Stake footpath be 0.6m.
4. a kind of arrangement of soil blocking pile according to claim 1, it is characterized in that：The bored concrete pile two（12）And perfusion
Stake one（11）Interior reinforcing bar（4）Using straight thread steel bushing（41）Connection.
5. a kind of arrangement of soil blocking pile according to claim 1, it is characterized in that：Shield is provided with transfer Room foundation ditch
Received well（5）, close to the shield received well（5）The inner side at edge is provided with fender post two（51）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621346322.2U CN206477342U (en) | 2016-12-08 | 2016-12-08 | A kind of arrangement of soil blocking pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621346322.2U CN206477342U (en) | 2016-12-08 | 2016-12-08 | A kind of arrangement of soil blocking pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206477342U true CN206477342U (en) | 2017-09-08 |
Family
ID=59756405
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621346322.2U Expired - Fee Related CN206477342U (en) | 2016-12-08 | 2016-12-08 | A kind of arrangement of soil blocking pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206477342U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108411903A (en) * | 2018-04-19 | 2018-08-17 | 安徽省建筑科学研究设计院 | A kind of concrete support pile including basalt fibre arrangement of reinforcement |
| CN108442360A (en) * | 2018-04-19 | 2018-08-24 | 安徽省建筑科学研究设计院 | A kind of concrete support pile including carbon fiber arrangement of reinforcement |
-
2016
- 2016-12-08 CN CN201621346322.2U patent/CN206477342U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108411903A (en) * | 2018-04-19 | 2018-08-17 | 安徽省建筑科学研究设计院 | A kind of concrete support pile including basalt fibre arrangement of reinforcement |
| CN108442360A (en) * | 2018-04-19 | 2018-08-24 | 安徽省建筑科学研究设计院 | A kind of concrete support pile including carbon fiber arrangement of reinforcement |
| CN108411903B (en) * | 2018-04-19 | 2024-04-05 | 安徽省建筑科学研究设计院 | Concrete support pile comprising basalt fiber reinforced bars |
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Legal Events
| 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: 20170908 Termination date: 20211208 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |