CN205475209U - Cement stirring stake joint bar is anti to split mao bamboo stake - Google Patents
Cement stirring stake joint bar is anti to split mao bamboo stake Download PDFInfo
- Publication number
- CN205475209U CN205475209U CN201620020040.7U CN201620020040U CN205475209U CN 205475209 U CN205475209 U CN 205475209U CN 201620020040 U CN201620020040 U CN 201620020040U CN 205475209 U CN205475209 U CN 205475209U
- Authority
- CN
- China
- Prior art keywords
- stake
- lebaie
- phyllostachys pubescens
- pubescens mazei
- mixing pile
- 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
- 239000004568 cement Substances 0.000 title claims abstract description 37
- 235000017166 Bambusa arundinacea Nutrition 0.000 title claims abstract description 16
- 235000017491 Bambusa tulda Nutrition 0.000 title claims abstract description 16
- 241001330002 Bambuseae Species 0.000 title claims abstract description 16
- 235000015334 Phyllostachys viridis Nutrition 0.000 title claims abstract description 16
- 239000011425 bamboo Substances 0.000 title claims abstract description 16
- 238000003756 stirring Methods 0.000 title abstract description 9
- 244000302661 Phyllostachys pubescens Species 0.000 claims description 40
- 235000003570 Phyllostachys pubescens Nutrition 0.000 claims description 40
- 238000005336 cracking Methods 0.000 claims description 24
- 230000010485 coping Effects 0.000 claims description 5
- 239000011083 cement mortar Substances 0.000 claims description 3
- 239000002689 soil Substances 0.000 abstract description 5
- 238000005452 bending Methods 0.000 description 2
- 210000004209 hair Anatomy 0.000 description 2
- 238000009435 building construction Methods 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000007921 spray Substances 0.000 description 1
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
The utility model discloses a cement stirring stake joint bar is anti to split mao bamboo stake, including cement stirring stake, plug bush and be fixed with many and antily split the mao bamboo stake in the cement stirring stake, the board that bears down on one has been pour at the top of cement stirring stake, and the anti top of splitting the mao bamboo stake is fixed at the inboard that bears down on one. It sets up the anti mao bamboo stake of splitting in cement stirring stake to improve the anti side intensity and the rigidity of cement stirring stake greatly, thereby guarantee its intensity in soft soil layer.
Description
Technical field:
This utility model relates to technical field of building construction, and a kind of cement stirs
Mix a joint bar cracking resistance Phyllostachys pubescens Mazei ex H.de Lebaie stake.
Background technology:
Cement mixing pile is to utilize cement as the host of firming agent, utilizes mixing pile machine by cement
Spray into the soil body and be thoroughly mixed, making cement, with soil, series of physical chemical reaction, shape occur
Become to connect continuous body of wall complete, jointless, be a kind of effective means of pattern foundation pit supporting structure.
But, bending strength and the rigidity of cement mixing pile are the most weak, at the deepest base pit engineering
In the most easily there is bending and failure by shear, thus affect foundation ditch and safety of surrounding environment.
Utility model content:
The purpose of this utility model is to overcome the deficiencies in the prior art, it is provided that a kind of cement mixing pile
Joint bar cracking resistance Phyllostachys pubescens Mazei ex H.de Lebaie stake, it arranges cracking resistance Phyllostachys pubescens Mazei ex H.de Lebaie stake in cement mixing pile, thus is greatly improved
The lateral strength of cement mixing pile and rigidity, thus ensure its intensity in soft soil layer.
This utility model solves the scheme of described technical problem:
A kind of cement mixing pile joint bar cracking resistance Phyllostachys pubescens Mazei ex H.de Lebaie stake, including cement mixing pile, described cement stirs
Mixing in stake sleeve and be fixed with many cracking resistance Phyllostachys pubescens Mazei ex H.de Lebaie stakes, the top of cement mixing pile has poured bears down on one
Plate, the top of cracking resistance Phyllostachys pubescens Mazei ex H.de Lebaie stake is fixed in coping.
Described cracking resistance Phyllostachys pubescens Mazei ex H.de Lebaie stake includes Phyllostachys pubescens Mazei ex H.de Lebaie body, fills in the thick bamboo tube that the middle part of Phyllostachys pubescens Mazei ex H.de Lebaie body has
It is marked with cement mortar.
The bottom of described Phyllostachys pubescens Mazei ex H.de Lebaie body has pointed stake head.
The Phyllostachys pubescens Mazei ex H.de Lebaie body front band on the top of described pointed stake head has cuff, cuff to be in two rings
Between thick bamboo tube outer wall on.
The top clip of described Phyllostachys pubescens Mazei ex H.de Lebaie body has multiple cuff, and cuff is between two rings
On the outer wall of thick bamboo tube.
Described pointed stake head cross section is that triangle is pointed.
Prominent effect of the present utility model is:
Compared with prior art, it arranges cracking resistance Phyllostachys pubescens Mazei ex H.de Lebaie stake in cement mixing pile, thus significantly
Improve the lateral strength of cement mixing pile and rigidity, thus ensure its strong in soft soil layer
Degree.
Accompanying drawing illustrates:
Fig. 1 is structural representation of the present utility model；
Fig. 2 is the partial structurtes schematic diagram of cracking resistance Phyllostachys pubescens Mazei ex H.de Lebaie stake of the present utility model.
Detailed description of the invention:
Embodiment, is shown in as shown in Figure 1 to Figure 2, a kind of cement mixing pile joint bar cracking resistance Phyllostachys pubescens Mazei ex H.de Lebaie stake,
Including cement mixing pile 10, sleeve be fixed with many cracking resistance hairs in described cement mixing pile 10
Bamboo stake 20, the top of cement mixing pile 10 has poured coping 30, cracking resistance Phyllostachys pubescens Mazei ex H.de Lebaie stake 20
Top is fixed in coping 30.
Further, described cracking resistance Phyllostachys pubescens Mazei ex H.de Lebaie stake 20 includes Phyllostachys pubescens Mazei ex H.de Lebaie body 21, Phyllostachys pubescens Mazei ex H.de Lebaie body 21
The thick bamboo tube 22 that has of middle part in be perfused with cement mortar 23.
Further, the bottom of described Phyllostachys pubescens Mazei ex H.de Lebaie body 21 has pointed stake head 24.
Further, Phyllostachys pubescens Mazei ex H.de Lebaie body 21 front band on the top of described pointed stake head 24 has cuff
1, cuff 1 is on the outer wall of the thick bamboo tube 22 between two rings.
Further, the top clip of described Phyllostachys pubescens Mazei ex H.de Lebaie body 21 has multiple cuff 1, cuff 1
It is on the outer wall of the thick bamboo tube 22 between two rings.
Further, described pointed stake head 24 cross section is that triangle is pointed.
In the present embodiment, by cracking resistance Phyllostachys pubescens Mazei ex H.de Lebaie stake 20 is located on cement mixing pile 10, thus
Improve lateral strength and rigidity, and by Phyllostachys pubescens Mazei ex H.de Lebaie body 21 front band on the top of pointed stake head 24
Having cuff 1, the top clip of Phyllostachys pubescens Mazei ex H.de Lebaie body 21 has multiple cuff 1, and this structure is possible to prevent hair
Bamboo body 21 ftractures, and improves rigidity.
Finally, embodiment of above is merely to illustrate this utility model, and not new to this practicality
The restriction of type, about the those of ordinary skill of technical field, without departing from essence of the present utility model
In the case of god and scope, it is also possible to make a variety of changes and modification, the most all equivalents
Technical scheme falls within category of the present utility model, and scope of patent protection of the present utility model should be by
Claim limits.
Claims (6)
1. a cement mixing pile joint bar cracking resistance Phyllostachys pubescens Mazei ex H.de Lebaie stake, including cement mixing pile (10), it is characterized in that: sleeve be fixed with many cracking resistances Phyllostachys pubescens Mazei ex H.de Lebaie stake (20) in described cement mixing pile (10), the top of cement mixing pile (10) has poured coping (30), and the top of cracking resistance Phyllostachys pubescens Mazei ex H.de Lebaie stake (20) is fixed in coping (30).
A kind of cement mixing pile joint bar cracking resistance Phyllostachys pubescens Mazei ex H.de Lebaie stake the most according to claim 1, it is characterized in that: described cracking resistance Phyllostachys pubescens Mazei ex H.de Lebaie stake (20) includes Phyllostachys pubescens Mazei ex H.de Lebaie body (21), the thick bamboo tube (22) that the middle part of Phyllostachys pubescens Mazei ex H.de Lebaie body (21) has is perfused with cement mortar (23).
A kind of cement mixing pile joint bar cracking resistance Phyllostachys pubescens Mazei ex H.de Lebaie stake the most according to claim 2, it is characterised in that: the bottom of described Phyllostachys pubescens Mazei ex H.de Lebaie body (21) has pointed stake head (24).
A kind of cement mixing pile joint bar cracking resistance Phyllostachys pubescens Mazei ex H.de Lebaie stake the most according to claim 3, it is characterized in that: Phyllostachys pubescens Mazei ex H.de Lebaie body (21) front band on the top of described pointed stake head (24) has cuff (1), on the outer wall of the thick bamboo tube (22) that cuff (1) is between two rings.
A kind of cement mixing pile joint bar cracking resistance Phyllostachys pubescens Mazei ex H.de Lebaie stake the most according to claim 2, it is characterized in that: the top clip of described Phyllostachys pubescens Mazei ex H.de Lebaie body (21) has multiple cuff (1), on the outer wall of the thick bamboo tube (22) that cuff (1) is between two rings.
A kind of cement mixing pile joint bar cracking resistance Phyllostachys pubescens Mazei ex H.de Lebaie stake the most according to claim 3, it is characterised in that: described pointed stake head (24) cross section is that triangle is pointed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620020040.7U CN205475209U (en) | 2016-01-11 | 2016-01-11 | Cement stirring stake joint bar is anti to split mao bamboo stake |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620020040.7U CN205475209U (en) | 2016-01-11 | 2016-01-11 | Cement stirring stake joint bar is anti to split mao bamboo stake |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205475209U true CN205475209U (en) | 2016-08-17 |
Family
ID=56665635
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620020040.7U Expired - Fee Related CN205475209U (en) | 2016-01-11 | 2016-01-11 | Cement stirring stake joint bar is anti to split mao bamboo stake |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205475209U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113186777A (en) * | 2021-05-26 | 2021-07-30 | 中国十九冶集团有限公司 | Temporary pavement built on soft soil foundation and construction method thereof |
-
2016
- 2016-01-11 CN CN201620020040.7U patent/CN205475209U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113186777A (en) * | 2021-05-26 | 2021-07-30 | 中国十九冶集团有限公司 | Temporary pavement built on soft soil foundation and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160817 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |