CN206308697U - Pile for prestressed pipe supporting waist rail attachment structure - Google Patents
Pile for prestressed pipe supporting waist rail attachment structure Download PDFInfo
- Publication number
- CN206308697U CN206308697U CN201621444827.2U CN201621444827U CN206308697U CN 206308697 U CN206308697 U CN 206308697U CN 201621444827 U CN201621444827 U CN 201621444827U CN 206308697 U CN206308697 U CN 206308697U
- Authority
- CN
- China
- Prior art keywords
- waist rail
- pile
- hangs muscle
- guan liang
- pile tube
- 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
Links
- 210000003205 muscle Anatomy 0.000 claims abstract description 47
- 238000010276 construction Methods 0.000 abstract description 8
- 230000010412 perfusion Effects 0.000 abstract description 7
- 238000004873 anchoring Methods 0.000 description 2
- 210000000481 breast Anatomy 0.000 description 2
- 238000005553 drilling Methods 0.000 description 2
- 238000004080 punching Methods 0.000 description 2
- 238000009435 building construction Methods 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
Abstract
The utility model discloses pile for prestressed pipe supporting waist rail attachment structure, including Guan Liang, waist rail, pile tube, the first hangs muscle, the second hangs muscle；Guan Liang is fixed on Guan Liang located at the top of pile tube, waist rail located at the side of pile tube, one end of the first hangs muscle, and other end connection waist rail is used to be connected Guan Liang with waist rail；One end of second hangs muscle is fixed on waist rail, and the other end connects another waist rail, is used to connect two adjacent waist rails.The pile for prestressed pipe supporting waist rail attachment structure that utility model is provided is connected waist rail and waist rail using the first hangs muscle connection Guan Liang with waist rail, the second hangs muscle, need not concrete perfusion, bar planting inside pile tube, maintain pipe pile integrity, improve the stress-bearing capability of pile tube, it is easily operated in work progress, construction costs is reduced, the construction period is shortened.
Description
Technical field
The utility model is related to technical field of building construction, more particularly to pile for prestressed pipe supporting waist rail attachment structure.
Background technology
In construction, the mode that waist rail is connected with pile tube is usually mixed to the perfusion of pile tube hollow parts in waist rail position
Solidifying soil, then connects waist rail by the way of bar planting.But, waist rail position is difficult to accurately during concrete perfusion inside pile tube
Control, and pile tube surface is smooth, and bar planting drilling is difficult, and bar planting drilling easily produces destruction to pile tube, enables pile tube local pressure
Power reduction, or even produce crack.
Utility model content
The pile for prestressed pipe supporting waist rail attachment structure that the utility model is provided solves one in prior art problem
Or it is multiple.
The pile for prestressed pipe supporting waist rail attachment structure that the utility model is provided, including Guan Liang, waist rail, pile tube, first hang
Muscle, the second hangs muscle；
Located at the top of pile tube, located at the side of pile tube, Guan Liang, the other end are fixed in one end of the first hangs muscle to waist rail to Guan Liang
Connection waist rail, is used to be connected Guan Liang with waist rail；
One end of second hangs muscle is fixed on waist rail, and the other end connects another waist rail, is used to connect two adjacent waist rails.
The pile for prestressed pipe supporting waist rail attachment structure that utility model is provided is using the connection of the first hangs muscle Guan Liang and waist rail, the
Two hangs muscles connect waist rail and waist rail, it is not necessary to concrete perfusion, bar planting inside pile tube, maintain pipe pile integrity,
The stress-bearing capability of pile tube is improve, it is easily operated in work progress, construction costs is reduced, shorten the construction period.
In some embodiments, the first hangs muscle is Z-type, and its one end is fixed on Guan Liang, and the other end is fixed with waist rail.
In this way, the first hangs muscle uses Z-type, simple structure, reduces cost, and it is easy to construction, it is easy to operate, time saving.
In some embodiments, the second hangs muscle is U-shaped, and the waist rail that its one end is fixed with the first hangs muscle is connected, separately
One end is connected with another waist rail.
In this way, the second hangs muscle uses U-shaped, simple structure, reduces cost, and it is easy to construction, it is easy to operate, time saving.
In some embodiments, Guan Liang and waist rail are equipped with anchor hole, and the first hangs muscle, the second hangs muscle are both secured to anchoring
In hole.
In this way, the first hangs muscle, the second hangs muscle are connected more firm by anchoring into anchor hole with Guan Liang and waist rail.
Brief description of the drawings
The structural representation of the pile for prestressed pipe supporting breast beam structure that Fig. 1 is provided for the utility model；
First hangs muscle and the second hangs muscle structure of the pile for prestressed pipe supporting breast beam structure that Fig. 2 is provided for the utility model are shown
It is intended to.
Specific embodiment
The utility model is further described with reference to Figure of description.
As shown in Figure 1-2, pile for prestressed pipe supporting waist rail attachment structure, including Guan Liang 1, waist rail 2, pile tube 3, the first hangs muscle
4th, the second hangs muscle 5.
Specifically, Guan Liang 1 is located at the top of pile tube 3, waist rail 2 located at the side of pile tube 3, fix by one end of the first hangs muscle 4
Fixed with waist rail 2 in the other end of Guan Liang 1, the first hangs muscle 4 is used to connect Guan Liang 1 and waist rail 2.This way it is not necessary to inside to pile tube 3
Concrete perfusion, and with pile tube 3 be connected waist rail 2 by the position punching bar planting of correspondence waist rail 2 on pile tube 3, also can by waist rail 2 and
Pile tube 3 is fixed.
Wherein, the first hangs muscle 4 is equipped with anchor hole, the two ends difference of the first hangs muscle 4 using Z-shaped on Guan Liang 1 and waist rail 2
Anchor into anchor hole to be fixed with Guan Liang 1 and waist rail 2, connect more firm, constructing operation is extremely easy, time saving and energy saving.
Specifically, the waist rail 2 that one end of the second hangs muscle 5 is connected with the first hangs muscle 4 is connected, the other end and another waist
Beam 2 is connected, and the second hangs muscle 5 is used to connect two adjacent waist rails 2.So, using the second hangs muscle 5, can by multiple waist rails 2 with
Pile tube 3 is connected, and again without the past inside concrete perfusion of pile tube 3, and is planted in the volume position punching of the correspondence waist rail 2 of pile tube 3
With pile tube 3 be connected waist rail 2 by muscle, and constructing operation is extremely easy, time saving and energy saving.
Wherein, the second hangs muscle 5 uses the two ends of U-shaped, the second hangs muscle 5 to anchor into respectively in the anchor hole of waist rail 2, connects more
Firm, constructing operation is extremely easy, time saving and energy saving.
The pile for prestressed pipe supporting waist rail attachment structure that the utility model is provided connects Guan Liang 1 and waist using the first hangs muscle 4
Beam 2, the connection waist rail 2 of the second hangs muscle 5 and waist rail 2, it is not necessary in the inside concrete perfusion of pile tube 3, bar planting, maintain pile tube
3 integrality, improves the stress-bearing capability of pile tube 3, easily operated in work progress, reduces construction costs, shortens and applies
The work duration.
The above is only some implementation methods of the present utility model.For the person of ordinary skill of the art, not
On the premise of departing from the utility model creation design, various modifications and improvements can be made, these belong to the utility model
Protection domain.
Claims (4)
1. pile for prestressed pipe supporting waist rail attachment structure, it is characterised in that including Guan Liang (1), waist rail (2), pile tube (3), first
Hangs muscle (4), the second hangs muscle (5)；
, located at the top of pile tube (3), the waist rail (2) is located at the side of pile tube (3), first hangs muscle (4) for the Guan Liang (1)
One end be fixed on the Guan Liang (1), the other end connects the waist rail (2), is used to be connected Guan Liang (1) with waist rail (2)；
The waist rail (2) is fixed in described second hangs muscle (5) one end, and the other end connects another waist rail (2), is used to connect adjacent
Two waist rails (2).
2. pile for prestressed pipe supporting waist rail attachment structure according to claim 1, it is characterised in that first hangs muscle
(4) it is Z-type, its one end is fixed on the Guan Liang (1), the other end is fixed with waist rail (2).
3. pile for prestressed pipe supporting waist rail attachment structure according to claim 2, it is characterised in that second hangs muscle
(5) for U-shaped, its one end waist rail (2) fixed with the first hangs muscle (4) is connected, and the other end be connected with another waist rail (2) to be consolidated
It is fixed.
4. the pile for prestressed pipe supporting waist rail attachment structure according to claim any one of 1-3, it is characterised in that the hat
Beam (1) and waist rail (2) are equipped with anchor hole, and first hangs muscle (4), the second hangs muscle (5) are both secured in anchor hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621444827.2U CN206308697U (en) | 2016-12-26 | 2016-12-26 | Pile for prestressed pipe supporting waist rail attachment structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621444827.2U CN206308697U (en) | 2016-12-26 | 2016-12-26 | Pile for prestressed pipe supporting waist rail attachment structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206308697U true CN206308697U (en) | 2017-07-07 |
Family
ID=59246690
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621444827.2U Expired - Fee Related CN206308697U (en) | 2016-12-26 | 2016-12-26 | Pile for prestressed pipe supporting waist rail attachment structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206308697U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108360535A (en) * | 2018-05-04 | 2018-08-03 | 广西建工集团基础建设有限公司 | Foundation pit supporting construction based on campshed and inner support and its construction method |
| CN108914945A (en) * | 2018-08-09 | 2018-11-30 | 深圳市工勘岩土集团有限公司 | A kind of deep basal pit pile for prestressed pipe, prestress anchorage cable combined supporting construction method |
-
2016
- 2016-12-26 CN CN201621444827.2U patent/CN206308697U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108360535A (en) * | 2018-05-04 | 2018-08-03 | 广西建工集团基础建设有限公司 | Foundation pit supporting construction based on campshed and inner support and its construction method |
| CN108914945A (en) * | 2018-08-09 | 2018-11-30 | 深圳市工勘岩土集团有限公司 | A kind of deep basal pit pile for prestressed pipe, prestress anchorage cable combined supporting construction method |
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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: 20170707 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |