CN206752459U - Bamboo joint pile reinforcing bar basket assembly - Google Patents
Bamboo joint pile reinforcing bar basket assembly Download PDFInfo
- Publication number
- CN206752459U CN206752459U CN201720504160.9U CN201720504160U CN206752459U CN 206752459 U CN206752459 U CN 206752459U CN 201720504160 U CN201720504160 U CN 201720504160U CN 206752459 U CN206752459 U CN 206752459U
- Authority
- CN
- China
- Prior art keywords
- hole
- bamboo joint
- joint pile
- reinforcing bar
- steel reinforcement
- 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
It the utility model is related to a kind of bamboo joint pile reinforcing bar basket assembly.It is existing fill out core steel reinforcement cage in-convenience in use.For this, this bamboo joint pile is included filling out core steel reinforcement cage with reinforcing bar basket assembly, also include capping, N number of through hole is provided with capping, above-mentioned through hole is uniformly arranged in a ring, each corresponding longitudinal hole of through hole, a pin is provided with each through hole, fill out core steel reinforcement cage bottom and be provided with a round pallet, fill out in the middle part of core steel reinforcement cage and be provided with an annular clamp, the annular clamp may be stuck on adapted bamboo joint pile centre bore along upper, M tapped through hole is correspondingly provided with annular clamp, it is furnished with an anchorage screw in each tapped through hole, a Double-ended nut is additionally provided with the top of each anchorage screw, it is fixed on Double-ended nut by core steel reinforcement cage is filled out on the corresponding reinforcing bar of adapted foundation platform or adapted bolster, fixation can be readily achieved.The utility model bamboo joint pile reinforcing bar basket assembly has the advantages of simple in construction, easy to use, easy for construction, is adapted to prestressing force bamboo joint pile building site to use.
Description
Technical field
It the utility model is related to a kind of bamboo joint pile reinforcing bar basket assembly.
Background technology
With the development of building trade, building height is continuously increased, to building foundation bearing capacity requirement also more and more higher.
The bearing capacity of traditional concrete tubular pile is only influenceed by side skin friction and with stake end frictional resistance, to increase
Bearing capacity can only be realized by increasing caliber or length, increase construction cost and difficulty.The prestressing force bamboo occurred in recent years
Stake is saved, dress body surface is provided with projection, by soil compaction effect after burying, is engaged in one with sub-surface to raised close and firm
Rise, substantially increase the frictional force of pile body and the soil body, greatly improve pile body total bearing capacity, in the requirement of equal bearing capacity
Under, prestressing force bamboo joint pile can be thinner shorter more more economical than common pile for prestressed pipe, and therefore, the application of prestressing force bamboo joint pile will
It is more and more wider.Manufacture bamboo joint pile mould it is how convenient, fast, it is efficient manufacture prestressing force bamboo joint pile also by increasing
Research.
Connected between prestressing force bamboo joint pile and adapted foundation platform or bolster by filling out core armored concrete, pouring adapted
Often fall the debris such as many soil, rubble, concrete when foundation platform or bolster, in the centre bore of prestressing force bamboo joint pile, it is necessary to
Arduously draw out, it is very inconvenient, and also existing prestressing force bamboo joint pile is all welded to foundation platform or bolster with core steel reinforcement cage is filled out
It is fixed inconvenient on reinforcing bar.
Utility model content
The technical problems to be solved in the utility model is how to overcome the drawbacks described above of prior art, there is provided a kind of bamboo joint pile
With reinforcing bar basket assembly.
In order to solve the above technical problems, this bamboo joint pile reinforcing bar basket assembly, including core steel reinforcement cage is filled out, this fills out core steel reinforcement cage bag
Include multiple ring muscle and a plurality of vertical bars, the ring muscle is arranged successively from top to bottom, the vertical bars in a ring uniform welding in each ring
The outside or inner side of muscle, it is characterised in that：It also includes capping, and the capping is more than adapted bamboo joint pile center-hole diameter, adapted bamboo
M equally distributed longitudinal holes are provided with section stake both ends end face, are provided with N number of through hole in capping, above-mentioned through hole is uniform in a ring
Arrangement, the corresponding longitudinal hole of each through hole, each through hole is interior to be provided with a pin, and the pin lower portion can correspond to and insert longitudinal direction
In through hole, the core steel reinforcement cage bottom of filling out is provided with a round pallet, and described fill out in the middle part of core steel reinforcement cage is provided with an annular clamp,
The annular clamp overall diameter is more than adapted bamboo joint pile center-hole diameter, and may be stuck on adapted bamboo joint pile centre bore along upper, described
Round pallet diameter is smaller than adapted bamboo joint pile center-hole diameter 2~6 millimeters, all ring muscle for filling out core steel reinforcement cage and all perpendicular
Muscle is both fallen within the projected area of round pallet in the horizontal plane in the projection of horizontal plane, and M are correspondingly provided with the annular clamp
Tapped through hole, above-mentioned tapped through hole correspond with the longitudinal hole on the end face of adapted bamboo joint pile both ends, and axis overlaps, each
The root diameter of tapped through hole is respectively less than or equal to adapted bamboo joint pile center-hole diameter, each tapped through hole is interior to be furnished with an anchor
Gu screw rod, each anchorage screw top is additionally provided with a Double-ended nut, and upper screwed hole is provided with the centre bore of Double-ended nut with
Screwed hole, upper screwed hole and lower screwed hole axle center are relative, and the hand of spiral is on the contrary, the correspondence of adapted foundation platform or adapted bolster
Reinforcing bar is provided with external screw thread, and the upper screwed hole of each Double-ended nut is tightened on the external screw thread of corresponding reinforcing bar；Its lower screwed hole rotation
Tightly on corresponding anchorage screw, wherein M, N are positive integer, and N is equal to M half or three point one or a quarter.So
Design, during pressing pile construction, it is covered in prestressing force ring stake top with capping, and is fixed with pin, such prestressing force bamboo joint pile is not
Debris can be fallen into.Before pouring adapted foundation platform or bolster, remove capping and pin, core steel reinforcement cage will be filled out and be put into prestressing force ring
In pile center hole, the corresponding reinforcing bar of adapted foundation platform or adapted bolster is then laid, sets anchorage screw annular clamp is built-in,
Then, it is fixed on Double-ended nut by core steel reinforcement cage is filled out on the corresponding reinforcing bar of adapted foundation platform or adapted bolster, you can convenient
Complete to fix in ground.
As optimization, the through hole in the capping is screwed hole, and the pin is screw.It is so designed that, is connected firmly.
The utility model bamboo joint pile reinforcing bar basket assembly has the advantages of simple in construction, easy to use, easy for construction, is adapted to
Prestressing force bamboo joint pile building site uses.
Brief description of the drawings
The utility model bamboo joint pile is described further with reinforcing bar basket assembly below in conjunction with the accompanying drawings：
Fig. 1 is the capping schematic top plan view of this bamboo joint pile reinforcing bar basket assembly；
Fig. 2 is structural representation of this bamboo joint pile with reinforcing bar basket assembly.
In figure：1 for fill out core steel reinforcement cage, 11 be ring muscle, 12 be vertical bars, 2 be capping, 3 be adapted bamboo joint pile, 4 be through hole, 5
It is tapped through hole for round pallet, 6,7 be anchorage screw, 8 be Double-ended nut, 9 be adapted foundation platform, 10 is reinforcing bar.
Embodiment
Embodiment one：As shown in Fig. 2 this bamboo joint pile is included filling out core steel reinforcement cage 1 with reinforcing bar basket assembly, this fills out core steel reinforcement cage
1 includes multiple ring muscle 11 and a plurality of vertical bars 12, and the ring muscle 11 is arranged successively from top to bottom, the vertical bars 12 uniformly weldering in a ring
It is connected on the outside or inner side of each ring muscle 11.It is characterized in that：It also includes capping 2, and the capping 2 is more than in adapted bamboo joint pile 3
Heart bore dia, M equally distributed longitudinal holes are provided with the both ends end face of adapted bamboo joint pile 3.
As shown in figure 1, N number of through hole 4 is provided with capping 2, and the uniformly arrangement in a ring of above-mentioned through hole 4, each through hole 4 corresponding one
Individual longitudinal hole, each through hole 4 is interior to be provided with a pin (not shown), and the pin lower portion can correspond to insertion longitudinal hole
It is interior.
As shown in Fig. 2 the bottom of core steel reinforcement cage 1 of filling out is provided with a round pallet 5, the middle part of core steel reinforcement cage 1 of filling out is set
There is an annular clamp 5, the annular overall diameter of clamp 5 is more than the diameter of centre bore 4 of adapted bamboo joint pile 3, and may be stuck in adapted bamboo
Saving on the centre bore 4 of stake 3 along upper, the diameter of round pallet 5 is smaller than the diameter of the centre bore 4 of adapted bamboo joint pile 3 2~6 millimeters,
All ring muscle 11 for filling out core steel reinforcement cage 1 and all vertical bars 12 both fall within round pallet 5 in horizontal plane in the projection of horizontal plane
On projected area in, be correspondingly provided with M tapped through hole 6 on the annular clamp 5,3 liang of above-mentioned tapped through hole 6 and adapted bamboo joint pile
Hold the longitudinal hole on end face to correspond, and axis overlaps, the root diameter of each tapped through hole 6 be respectively less than or equal to
With the diameter of the centre bore 4 of bamboo joint pile 3, each tapped through hole 6 is interior to be furnished with an anchorage screw 7, and each top of anchorage screw 7 is also
Provided with a Double-ended nut 8, upper screwed hole and lower screwed hole, upper screwed hole and lower screw thread are provided with the centre bore of Double-ended nut 8
The hole axle heart is relative, and the hand of spiral is on the contrary, the corresponding reinforcing bar 10 of adapted foundation platform 9 (or adapted bolster) is provided with external screw thread,
The upper screwed hole of each Double-ended nut 8 is tightened on the external screw thread of corresponding reinforcing bar 10；Its lower screwed hole is tightened on corresponding anchoring
On screw rod 7, wherein M, N are positive integer, and N is equal to M half or three point one or a quarter.
Through hole 4 in the capping 2 is screwed hole, and the pin is screw.
Claims (2)
1. a kind of bamboo joint pile reinforcing bar basket assembly, including core steel reinforcement cage is filled out, this, which fills out core steel reinforcement cage, includes multiple ring muscle and a plurality of perpendicular
Muscle, the ring muscle are arranged successively from top to bottom, and for uniform welding in the outside or inner side of each ring muscle, it is special in a ring for the vertical bars
Sign is：It also includes capping, and the capping is more than adapted bamboo joint pile center-hole diameter, and adapted bamboo joint pile both ends are provided with M on end face
Individual equally distributed longitudinal hole, N number of through hole is provided with capping, above-mentioned through hole is uniformly arranged in a ring, each through hole corresponding one
Individual longitudinal hole, each through hole is interior to be provided with a pin, and the pin lower portion can be corresponded in insertion longitudinal hole, described to fill out core reinforcing bar
Cage bottom portion is provided with a round pallet, and described fill out in the middle part of core steel reinforcement cage is provided with an annular clamp, and the annular clamp overall diameter is big
In adapted bamboo joint pile center-hole diameter, and it may be stuck on adapted bamboo joint pile centre bore along upper, the round pallet diameter compares adapted
Bamboo joint pile center-hole diameter is small 2~6 millimeters, all ring muscle for filling out core steel reinforcement cage and all vertical bars horizontal plane projection all
Fall into round pallet in the horizontal plane in projected area, M tapped through hole, above-mentioned screw thread are correspondingly provided with the annular clamp
Through hole corresponds with the longitudinal hole on the end face of adapted bamboo joint pile both ends, and axis overlaps, the root circle of each tapped through hole
Diameter is respectively less than or equal to adapted bamboo joint pile center-hole diameter, each tapped through hole is interior to be furnished with an anchorage screw, each anchoring
Screw tip is additionally provided with a Double-ended nut, and upper screwed hole and lower screwed hole, upper screwed hole are provided with the centre bore of Double-ended nut
It is relative with lower screwed hole axle center, and the hand of spiral is on the contrary, the corresponding reinforcing bar of adapted foundation platform or adapted bolster is provided with outer spiral shell
Line, the upper screwed hole of each Double-ended nut are tightened on the external screw thread of corresponding reinforcing bar；Its lower screwed hole is tightened on corresponding anchoring
On screw rod, wherein M, N are positive integer, and N is equal to M half or three point one or a quarter.
2. bamboo joint pile according to claim 1 reinforcing bar basket assembly, it is characterised in that：Through hole in the capping is screw thread
Hole, the pin are screw.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720504160.9U CN206752459U (en) | 2017-05-08 | 2017-05-08 | Bamboo joint pile reinforcing bar basket assembly |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720504160.9U CN206752459U (en) | 2017-05-08 | 2017-05-08 | Bamboo joint pile reinforcing bar basket assembly |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206752459U true CN206752459U (en) | 2017-12-15 |
Family
ID=60617349
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720504160.9U Expired - Fee Related CN206752459U (en) | 2017-05-08 | 2017-05-08 | Bamboo joint pile reinforcing bar basket assembly |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206752459U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110528526A (en) * | 2019-09-26 | 2019-12-03 | 成都建工第四建筑工程有限公司 | A kind of method and device of manually digging hole pile cages positioning and degree control |
| CN116446435A (en) * | 2023-06-19 | 2023-07-18 | 中国土木工程集团有限公司 | Novel revetment pile foundation structure under complicated geological conditions |
-
2017
- 2017-05-08 CN CN201720504160.9U patent/CN206752459U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110528526A (en) * | 2019-09-26 | 2019-12-03 | 成都建工第四建筑工程有限公司 | A kind of method and device of manually digging hole pile cages positioning and degree control |
| CN110528526B (en) * | 2019-09-26 | 2024-03-26 | 成都建工第四建筑工程有限公司 | Method and device for positioning and controlling verticality of reinforcement cage of manual hole digging pile |
| CN116446435A (en) * | 2023-06-19 | 2023-07-18 | 中国土木工程集团有限公司 | Novel revetment pile foundation structure under complicated geological conditions |
| CN116446435B (en) * | 2023-06-19 | 2023-09-29 | 中国土木工程集团有限公司 | Novel revetment pile foundation structure under complicated geological conditions |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171215 Termination date: 20180508 |