CN205348194U - It spouts compound supporting construction of stake with anchor rope soon to throw to one side to prop - Google Patents
It spouts compound supporting construction of stake with anchor rope soon to throw to one side to prop Download PDFInfo
- Publication number
- CN205348194U CN205348194U CN201620020957.7U CN201620020957U CN205348194U CN 205348194 U CN205348194 U CN 205348194U CN 201620020957 U CN201620020957 U CN 201620020957U CN 205348194 U CN205348194 U CN 205348194U
- Authority
- CN
- China
- Prior art keywords
- fixed
- support
- foundation ditch
- throw
- rotary churning
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- Expired - Fee Related
Links
- 238000010276 construction Methods 0.000 title claims abstract description 22
- 150000001875 compounds Chemical class 0.000 title claims abstract description 11
- 239000002689 soil Substances 0.000 claims abstract description 16
- 229910000831 Steel Inorganic materials 0.000 claims description 9
- 239000010959 steel Substances 0.000 claims description 9
- 238000004873 anchoring Methods 0.000 claims description 6
- -1 support pile (10) Chemical class 0.000 claims description 3
- 238000009435 building construction Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
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- Piles And Underground Anchors (AREA)
Abstract
The utility model discloses an it spouts compound supporting construction of stake with anchor rope soon to throw to one side to prop, including a fender pile, throw to one side and prop, the anchor rope spouts stake and foundation ditch soon, one side of foundation ditch is fixed with many spinal branchs fender pile, it fixes on guan liang to prop up the top of fender pile, the anchor rope spout soon the stake one end fix on guan liang, the anchor rope spouts a slant setting soon and passes the lateral wall of foundation ditch and stretch into in the extramural soil layer of side of foundation ditch, the lower extreme that props up the fender pile stretches into in the soil layer of foundation ditch below, the bottom plate of foundation ditch is the basement bottom plate, throw to one side and prop in the foundation ditch, throw to one side and prop the slant setting, it fixes on guan liang to throw the upper end of propping to one side, throw to one side on the fixed room bottom plate underground of the lower extreme that props, it is fixed with the stand to throw the middle part of propping to one side, in the fixed room bottom plate underground of stand, in the soil layer that the basement bottom plate was stretched into to the bottom of stand below has. It props through oblique throwing and spouts strutting jointly of stake soon with the anchor rope, and the stability that improves supporting construction reduces the deformation of supporting construction and lateral wall soil layer, reduces the length of a fender pile, practices thrift engineering cost.
Description
Technical field:
This utility model relates to technical field of building construction, more specifically to a kind of oblique supporting construction throwing support and anchor cable rotary churning pile compound.
Background technology:
In base pit engineering, when foundation ditch is relatively deep bigger, it is limited to place restriction or the needs of construction arrangement, when being not suitable for arranging inner support, the single safety need drawing anchor supporting cannot meet deep basal pit tiltedly throwing support supporting or routine, now supporting construction and sidewall soil layer can produce great deformation, thus badly influencing the safety of base pit engineering.
Utility model content:
The purpose of this utility model is to overcome the deficiencies in the prior art, a kind of oblique supporting construction throwing support and anchor cable rotary churning pile compound is provided, it is by tiltedly throwing the common supporting of support and anchor cable rotary churning pile, improve stablizing of supporting construction, reduce the deformation of supporting construction and sidewall soil layer, reduce the length of support pile, save construction costs.
This utility model solves the scheme of described technical problem:
A kind of oblique supporting construction throwing support and anchor cable rotary churning pile compound, including support pile, tiltedly throw support, anchor cable rotary churning pile and foundation ditch, the side of foundation ditch is fixed with many support piles, the top of support pile is fixed on Guan Liang, one end of anchor cable rotary churning pile is fixed on Guan Liang, in the angularly disposed sidewall through foundation ditch of anchor cable rotary churning pile the soil layer outside stretching into the sidewall of foundation ditch, the lower end of support pile is stretched in the soil layer below foundation ditch, the base plate of foundation ditch is basement bottom board, tiltedly throw support and be in foundation ditch, tiltedly throw support angularly disposed, the upper end tiltedly throwing support is fixed on Guan Liang, the lower end tiltedly throwing support is fixed on basement bottom board, that tiltedly throws support is fixedly arranged in the middle of column, column is fixed in basement bottom board, the bottom of column is stretched in the soil layer that the lower section of basement bottom board has.
Being fixed with pier base on described basement bottom board, the opposite position of Guan Liang is fixed with top pier base, and the one end tiltedly throwing support is fixed on the pier base of top, and the other end tiltedly throwing support is fixed on pier base.
Described anchor cable rotary churning pile includes rotary churning pile, is provided with steel strand wires in rotary churning pile, and one end of steel strand wires is fixed in the anchoring body of the bottom of rotary churning pile on the union joint being provided with, and the other end of steel strand wires is through Guan Liang and is fixed on the anchor plate being fixed with on the sidewall of Guan Liang.
The diameter of the anchoring body of the bottom of described rotary churning pile is more than rotary churning pile.
Prominent effect of the present utility model is:
Compared with prior art, it, by tiltedly throwing the common supporting of support and anchor cable rotary churning pile, improves stablizing of supporting construction, reduces the deformation of supporting construction and sidewall soil layer, and the stablizing of supporting construction, it is possible to reduce the length of support pile, thus saving construction costs.
Accompanying drawing illustrates:
Fig. 1 is structural representation of the present utility model.
Detailed description of the invention:
Embodiment, see as shown in Figure 1, a kind of oblique supporting construction throwing support and anchor cable rotary churning pile compound, including support pile 10, tiltedly throw support 50, anchor cable rotary churning pile 30 and foundation ditch 100, the side of foundation ditch 100 is fixed with many support piles 10, the top of support pile 10 is fixed on hat beam 20, one end of anchor cable rotary churning pile 30 is fixed on hat beam 20, in the angularly disposed sidewall through foundation ditch 100 of anchor cable rotary churning pile 30 soil layer 200 outside stretching into the sidewall of foundation ditch 100, the lower end of support pile 10 is stretched in the soil layer 200 below foundation ditch 100, the base plate of foundation ditch 100 is basement bottom board 40, tiltedly throw support 50 and be in foundation ditch 100, tiltedly throw support 50 angularly disposed, the upper end tiltedly throwing support 50 is fixed on hat beam 20, the lower end tiltedly throwing support 50 is fixed on basement bottom board 40, that tiltedly throws support 50 is fixedly arranged in the middle of column 42, column 42 is fixed in basement bottom board 40, the bottom of column 42 is stretched in the soil layer 200 that the lower section of basement bottom board 40 has.
Further, described basement bottom board 40 being fixed with pier base 43, the opposite position of hat beam 20 is fixed with top pier base 21, and the one end tiltedly throwing support 50 is fixed on top pier base 21, and the other end tiltedly throwing support 50 is fixed on pier base 43.
Further, described anchor cable rotary churning pile 30 includes rotary churning pile 31, rotary churning pile 31 is provided with steel strand wires 32, one end of steel strand wires 32 is fixed in the anchoring body 33 of the bottom of rotary churning pile 31 on the union joint 34 being provided with, and the other end of steel strand wires 32 is through hat beam 20 and is fixed on the sidewall of hat beam 20 on the anchor plate 35 being fixed with.
Further, the diameter of the anchoring body 33 of the bottom of described rotary churning pile 31 is more than rotary churning pile 31.
The top of all of support pile 10 is fixed on hat beam 20, thus improving stability in the large, and by anchor cable rotary churning pile 30 and the interaction tiltedly throwing support 50, thus improving the strength and stability of entirety.
Finally; embodiment of above is merely to illustrate this utility model; and be not limitation of the utility model; those of ordinary skill about technical field; when without departing from spirit and scope of the present utility model; can also making a variety of changes and modification, therefore all equivalent technical schemes fall within category of the present utility model, and scope of patent protection of the present utility model should be defined by the claims.
Claims (4)
1. the oblique supporting construction throwing support and anchor cable rotary churning pile compound, including support pile (10), tiltedly throw support (50), anchor cable rotary churning pile (30) and foundation ditch (100), it is characterized in that: the side of foundation ditch (100) is fixed with many support piles (10), the top of support pile (10) is fixed on Guan Liang (20), one end of anchor cable rotary churning pile (30) is fixed on Guan Liang (20), the angularly disposed sidewall through foundation ditch (100) of anchor cable rotary churning pile (30) also stretches in the soil layer (200) outside the sidewall of foundation ditch (100), the lower end of support pile (10) is stretched in the soil layer (200) of foundation ditch (100) lower section, the base plate of foundation ditch (100) is basement bottom board (40), tiltedly throw support (50) and be in foundation ditch (100), tiltedly throw support (50) angularly disposed, the upper end tiltedly throwing support (50) is fixed on Guan Liang (20), the lower end tiltedly throwing support (50) is fixed on basement bottom board (40), that tiltedly throws support (50) is fixedly arranged in the middle of column (42), column (42) is fixed in basement bottom board (40), the bottom of column (42) is stretched in the soil layer (200) that the lower section of basement bottom board (40) has.
2. a kind of oblique supporting construction throwing support and anchor cable rotary churning pile compound according to claim 1, it is characterized in that: described basement bottom board (40) is fixed with pier base (43), the opposite position of Guan Liang (20) is fixed with top pier base (21), the one end tiltedly throwing support (50) is fixed on top pier base (21), and the other end tiltedly throwing support (50) is fixed on pier base (43).
3. a kind of oblique supporting construction throwing support and anchor cable rotary churning pile compound according to claim 1, it is characterized in that: described anchor cable rotary churning pile (30) includes rotary churning pile (31), rotary churning pile (31) is provided with steel strand wires (32), one end of steel strand wires (32) is fixed in the anchoring body (33) of the bottom of rotary churning pile (31) on the union joint (34) being provided with, and the other end of steel strand wires (32) is through Guan Liang (20) and is fixed on the sidewall of Guan Liang (20) on the anchor plate (35) being fixed with.
4. a kind of oblique supporting construction throwing support and anchor cable rotary churning pile compound according to claim 3, it is characterised in that: the diameter of the anchoring body (33) of the bottom of described rotary churning pile (31) is more than rotary churning pile (31).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620020957.7U CN205348194U (en) | 2016-01-11 | 2016-01-11 | It spouts compound supporting construction of stake with anchor rope soon to throw to one side to prop |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620020957.7U CN205348194U (en) | 2016-01-11 | 2016-01-11 | It spouts compound supporting construction of stake with anchor rope soon to throw to one side to prop |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205348194U true CN205348194U (en) | 2016-06-29 |
Family
ID=56175521
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620020957.7U Expired - Fee Related CN205348194U (en) | 2016-01-11 | 2016-01-11 | It spouts compound supporting construction of stake with anchor rope soon to throw to one side to prop |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205348194U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106275311A (en) * | 2016-08-31 | 2017-01-04 | 中船第九设计研究院工程有限公司 | A kind of taper pile bearing platform type wing wall structure and construction method thereof |
| CN108385692A (en) * | 2018-01-18 | 2018-08-10 | 武汉中力岩土工程有限公司 | Deep basal pit shear connector support system |
| CN108951651A (en) * | 2018-08-08 | 2018-12-07 | 东莞坂盈实业有限责任公司 | A kind of pattern foundation pit supporting structure that stablizing effect is good |
| CN109403321A (en) * | 2018-09-14 | 2019-03-01 | 中国人民解放军陆军勤务学院 | Construction method of filling slope prestressed anchor cable |
-
2016
- 2016-01-11 CN CN201620020957.7U patent/CN205348194U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106275311A (en) * | 2016-08-31 | 2017-01-04 | 中船第九设计研究院工程有限公司 | A kind of taper pile bearing platform type wing wall structure and construction method thereof |
| CN108385692A (en) * | 2018-01-18 | 2018-08-10 | 武汉中力岩土工程有限公司 | Deep basal pit shear connector support system |
| CN108951651A (en) * | 2018-08-08 | 2018-12-07 | 东莞坂盈实业有限责任公司 | A kind of pattern foundation pit supporting structure that stablizing effect is good |
| CN109403321A (en) * | 2018-09-14 | 2019-03-01 | 中国人民解放军陆军勤务学院 | Construction method of filling slope prestressed anchor cable |
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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: 20160629 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |