CN205348195U - Anchor rope spouts supporting construction that anchor double row pile was drawn in stake soon - Google Patents
Anchor rope spouts supporting construction that anchor double row pile was drawn in stake soon Download PDFInfo
- Publication number
- CN205348195U CN205348195U CN201620023671.4U CN201620023671U CN205348195U CN 205348195 U CN205348195 U CN 205348195U CN 201620023671 U CN201620023671 U CN 201620023671U CN 205348195 U CN205348195 U CN 205348195U
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- China
- Prior art keywords
- anchor
- campshed
- pile
- built
- anchor cable
- 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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- 238000010276 construction Methods 0.000 title claims abstract description 28
- 238000004873 anchoring Methods 0.000 claims abstract description 12
- 239000004568 cement Substances 0.000 claims abstract description 12
- 239000002689 soil Substances 0.000 claims abstract description 12
- 230000008878 coupling Effects 0.000 claims description 13
- 238000010168 coupling process Methods 0.000 claims description 13
- 238000005859 coupling reaction Methods 0.000 claims description 13
- 230000010485 coping Effects 0.000 claims description 12
- 238000006073 displacement reaction Methods 0.000 abstract description 2
- 238000003756 stirring Methods 0.000 abstract 2
- 240000000233 Melia azedarach Species 0.000 abstract 1
- 238000009412 basement excavation Methods 0.000 abstract 1
- 230000003014 reinforcing effect Effects 0.000 abstract 1
- 238000007493 shaping process Methods 0.000 abstract 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
Abstract
The utility model provides an anchor rope spouts supporting construction that anchor double row pile was drawn in stake soon, is including setting up in the preceding campshed and back campshed of foundation ditch one side, and guan liang has been built with the top of back campshed to preceding campshed, has built cement stirring stake between preceding campshed and the back campshed, has built lianliang on the top face of cement stirring stake, and lianliang's both ends and hat roof beam fixed connection are in the same place, the board that bears down on one has been built on lian liang's the up end, building anchor ropes that a plurality of roots put to one side in the soil layer of foundation ditch one side and spouting the stake soon, the anchor rope spouts the stake including spouting the pile body soon, and the terminal shaping of spouting the pile body soon has the anchoring body, spouts the pile body interpolation soon and is equipped with the anchor rope, and the one end of anchor rope is fixed on the anchoring body, the other end passes through on the guan liang of fixed campshed in the front of anchor assembly or preceding campshed. It sets up double row pile and anchor rope and spouts the stake soon and draw the anchor on excavation supporting to to anchor rope prestress application, the reinforcing holistic intensity of supporting construction and stability can effectively reduce displacement deformation, thereby provide sufficient space for the basement operation.
Description
Technical field:
This utility model relates to the technical field of foundation pit supporting construction, draws the supporting construction of anchor double-row pile more specifically to a kind of anchor cable rotary churning pile.
Background technology:
Along with the day of urban land is becoming tight, the paces of Construction of Basement are also being accelerated increasingly, and foundation pit supporting construction becomes an important step of engineering construction.In current foundation pit construction, widely used support pile is as foundation pit supporting construction, to prevent foundation ditch from collapsing and surrounding enviroment deformation, guarantees being smoothed out of engineering construction simultaneously.When base pit engineering is relatively deeply bigger; general draw anchor system, double-row pile system cannot meet the demand that base pit engineering is protected for deep pit monitor and surrounding enviroment; the mode adopting inner support then adds difficulty of construction, and construction quality is also difficult to, control, very easily cause security incident.
Utility model content:
The purpose of this utility model is aiming at the deficiency of prior art, and provides a kind of anchor cable rotary churning pile and draw the supporting construction of anchor double-row pile, and it, in conjunction with double-row pile and anchor cable rotary churning pile, strengthens the strength and stability of pattern foundation pit supporting structure；Construction costs can be saved simultaneously.
A kind of anchor cable rotary churning pile draws the supporting construction of anchor double-row pile, including being arranged at the front campshed of foundation ditch side and rear campshed, Guan Liang has been built on the top of front campshed and rear campshed, cement mixing pile has been built between front campshed and rear campshed, the top end face of cement mixing pile has built coupling beam, two ends and the Guan Liang of coupling beam are fixed together, and coping has been built in the upper surface of described coupling beam；Some tilting anchor cable rotary churning piles are built in the soil layer of foundation ditch side, anchor cable rotary churning pile includes churning pile body, the end of churning pile body forms anchoring body, being inserted with anchor cable in rotary churning pile body, one end of anchor cable is fixed on anchoring body, the other end is fixed on the Guan Liang of front campshed or front campshed by anchoring piece.
Described front campshed or rear campshed form by some vertical stanchions, and stanchion is in the soil layer of two row's distribution foundation ditch sides.
Some described anchor cable rotary churning piles are positioned at the angle of inclination of foundation ditch side soil layer and differ.
Described coping adopts armoured concrete slab, and the upper surface of coping and the top end face of Guan Liang flush.
The beneficial effects of the utility model are in that:
1, it arranges double-row pile and anchor cable rotary churning pile draws anchor on pattern foundation pit supporting structure, and to anchor cable Shi Hanzhang, strengthen the strength and stability that supporting construction is overall, displacement deformation can be effectively reduced, thus provide the space of abundance for basement operation, the stake consequently reducing double-row pile is long, has saved construction costs.
2, it arranges cement mixing pile between the double-row pile of supporting construction, can strengthen the soil body, reduces active earth pressure.
3, it arranges monoblock armored concrete coping by coupling beam top, enhances double-row pile globality.
Accompanying drawing illustrates:
Fig. 1 is the structural representation of utility model；
In figure: 1, front campshed；2, rear campshed；3, Guan Liang；4, cement mixing pile；5, coupling beam；6, coping；7, anchor cable rotary churning pile；71, churning pile body；72, anchoring body；73, anchor cable.
Detailed description of the invention:
Embodiment: as shown in Figure 1, a kind of anchor cable rotary churning pile draws the supporting construction of anchor double-row pile, including the front campshed 1 and the rear campshed 2 that are arranged at foundation ditch side, hat beam 3 has been built on the top of front campshed 1 and rear campshed 2, cement mixing pile 4 has been built between front campshed 1 and rear campshed 2, the top end face of cement mixing pile 4 is built coupling beam 5, the two ends of coupling beam 5 and hat beam 3 be fixed together, coping 6 has been built in the upper surface of described coupling beam 5；Some tilting anchor cable rotary churning piles 7 are built in the soil layer of foundation ditch side, anchor cable rotary churning pile 7 includes churning pile body 71, the end of churning pile body 71 forms anchoring body 72, being inserted with anchor cable 73 in churning pile body 71, one end of anchor cable 73 is fixed on anchoring body 72, the other end is fixed on the hat beam 3 of front campshed 1 or front campshed 1 by anchoring piece.
Described front campshed 1 or rear campshed 2 form by some vertical stanchions, and stanchion is in the soil layer of two row's distribution foundation ditch sides.
Some described anchor cable rotary churning piles 7 are positioned at the angle of inclination of foundation ditch side soil layer and differ.
Described coping 6 adopts armoured concrete slab, and the top end face of the upper surface of coping 6 and hat beam 3 flushes.
Operation principle: this utility model is the supporting construction of foundation ditch, its supporting construction is made up of front campshed 1 and rear campshed 2 and some anchor cable rotary churning piles 7, anchor cable 73 connection in anchor cable rotary churning pile 7 is applied with prestressing force, thus strengthening the strength and stability that supporting construction is overall；And the soil body can be strengthened at front campshed 1 and rear campshed 2 joints cement mixing pile 4, reduce active earth pressure；Coupling beam 5 is set simultaneously on cement mixing pile 4 and connects the hat beam 3 on front campshed 1 and rear campshed 2, and in coupling beam 5, lay coping 6, enhance double-row pile globality.
Claims (4)
1. an anchor cable rotary churning pile draws the supporting construction of anchor double-row pile, including the front campshed (1) and the rear campshed (2) that are arranged at foundation ditch side, it is characterized in that: Guan Liang (3) has been built on the top of front campshed (1) and rear campshed (2), cement mixing pile (4) has been built between front campshed (1) and rear campshed (2), the top end face of cement mixing pile (4) has been built coupling beam (5), two ends and the Guan Liang (3) of coupling beam (5) are fixed together, and the upper surface of described coupling beam (5) has been built coping (6)；Some tilting anchor cable rotary churning piles (7) are built in the soil layer of foundation ditch side, anchor cable rotary churning pile (7) includes churning pile body (71), the end of churning pile body (71) forms anchoring body (72), being inserted with anchor cable (73) in churning pile body (71), one end of anchor cable (73) is fixed on anchoring body (72), the other end is fixed on the Guan Liang (3) of front campshed (1) or front campshed (1) by anchoring piece.
2. a kind of anchor cable rotary churning pile according to claim 1 draws the supporting construction of anchor double-row pile, it is characterized in that: described front campshed (1) or rear campshed (2) form by some vertical stanchions, stanchion is in the soil layer of two row's distribution foundation ditch sides.
3. a kind of anchor cable rotary churning pile according to claim 1 draws the supporting construction of anchor double-row pile, it is characterised in that: the angle of inclination that some described anchor cable rotary churning piles (7) are positioned at foundation ditch side soil layer differs.
4. a kind of anchor cable rotary churning pile according to claim 1 draws the supporting construction of anchor double-row pile, it is characterized in that: described coping (6) adopts armoured concrete slab, and the upper surface of coping (6) and the top end face of Guan Liang (3) flush.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620023671.4U CN205348195U (en) | 2016-01-11 | 2016-01-11 | Anchor rope spouts supporting construction that anchor double row pile was drawn in stake soon |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620023671.4U CN205348195U (en) | 2016-01-11 | 2016-01-11 | Anchor rope spouts supporting construction that anchor double row pile was drawn in stake soon |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205348195U true CN205348195U (en) | 2016-06-29 |
Family
ID=56174963
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620023671.4U Expired - Fee Related CN205348195U (en) | 2016-01-11 | 2016-01-11 | Anchor rope spouts supporting construction that anchor double row pile was drawn in stake soon |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205348195U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106245657A (en) * | 2016-08-25 | 2016-12-21 | 安徽省城建设计研究总院有限公司 | A kind of purlin anchor supporting construction for pattern foundation pit supporting structure |
| CN107882042A (en) * | 2017-12-27 | 2018-04-06 | 上海智平基础工程有限公司 | Supporting construction and its construction method are supportted before a kind of bellows |
| CN108589738A (en) * | 2018-05-22 | 2018-09-28 | 中国建筑第八工程局有限公司 | Half gravity dam formula foundation pit enclosure structure and its construction method |
| CN109457709A (en) * | 2018-12-26 | 2019-03-12 | 青岛业高建设工程有限公司李沧分公司 | A kind of supporting construction and construction method of double-row pile combination wide-angle anchor cable |
| CN110055981A (en) * | 2019-04-18 | 2019-07-26 | 中铁第四勘察设计院集团有限公司 | Supporting and retaining system unit, retaining structure and the construction method on landslide |
| CN110835917A (en) * | 2019-10-23 | 2020-02-25 | 江苏兴厦建设工程集团有限公司 | Multidirectional rotary-spraying stirring straight-inclined alternating supporting structure and supporting method |
| CN113389206A (en) * | 2021-07-05 | 2021-09-14 | 中国建筑第八工程局有限公司 | Foundation pit enclosure system and construction method thereof |
-
2016
- 2016-01-11 CN CN201620023671.4U patent/CN205348195U/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106245657A (en) * | 2016-08-25 | 2016-12-21 | 安徽省城建设计研究总院有限公司 | A kind of purlin anchor supporting construction for pattern foundation pit supporting structure |
| CN106245657B (en) * | 2016-08-25 | 2018-12-18 | 安徽省城建设计研究总院股份有限公司 | A kind of purlin anchor support construction for pattern foundation pit supporting structure |
| CN107882042A (en) * | 2017-12-27 | 2018-04-06 | 上海智平基础工程有限公司 | Supporting construction and its construction method are supportted before a kind of bellows |
| CN108589738A (en) * | 2018-05-22 | 2018-09-28 | 中国建筑第八工程局有限公司 | Half gravity dam formula foundation pit enclosure structure and its construction method |
| CN109457709A (en) * | 2018-12-26 | 2019-03-12 | 青岛业高建设工程有限公司李沧分公司 | A kind of supporting construction and construction method of double-row pile combination wide-angle anchor cable |
| CN110055981A (en) * | 2019-04-18 | 2019-07-26 | 中铁第四勘察设计院集团有限公司 | Supporting and retaining system unit, retaining structure and the construction method on landslide |
| CN110835917A (en) * | 2019-10-23 | 2020-02-25 | 江苏兴厦建设工程集团有限公司 | Multidirectional rotary-spraying stirring straight-inclined alternating supporting structure and supporting method |
| CN113389206A (en) * | 2021-07-05 | 2021-09-14 | 中国建筑第八工程局有限公司 | Foundation pit enclosure system 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: 20160629 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |