CN203924043U - A kind of bamboo concrete stake - Google Patents
A kind of bamboo concrete stake Download PDFInfo
- Publication number
- CN203924043U CN203924043U CN201420351139.6U CN201420351139U CN203924043U CN 203924043 U CN203924043 U CN 203924043U CN 201420351139 U CN201420351139 U CN 201420351139U CN 203924043 U CN203924043 U CN 203924043U
- Authority
- CN
- China
- Prior art keywords
- bamboo
- pile
- concrete
- reinforcement cage
- concrete stake
- 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
- 235000017166 Bambusa arundinacea Nutrition 0.000 title claims abstract description 45
- 235000017491 Bambusa tulda Nutrition 0.000 title claims abstract description 45
- 235000015334 Phyllostachys viridis Nutrition 0.000 title claims abstract description 45
- 239000011425 bamboo Substances 0.000 title claims abstract description 45
- 240000003917 Bambusa tulda Species 0.000 title 1
- 241001330002 Bambuseae Species 0.000 claims abstract description 44
- 230000002787 reinforcement Effects 0.000 claims abstract description 22
- 239000004568 cement Substances 0.000 claims abstract description 8
- 238000000465 moulding Methods 0.000 claims abstract description 4
- 238000010276 construction Methods 0.000 abstract description 17
- 230000003014 reinforcing Effects 0.000 abstract description 4
- 239000002689 soil Substances 0.000 abstract description 4
- 230000000694 effects Effects 0.000 abstract description 2
- 238000011105 stabilization Methods 0.000 abstract description 2
- 238000005728 strengthening Methods 0.000 abstract description 2
- 238000005553 drilling Methods 0.000 description 8
- 238000000034 method Methods 0.000 description 6
- 238000005516 engineering process Methods 0.000 description 3
- 241001669679 Eleotris Species 0.000 description 2
- 210000004907 Glands Anatomy 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 2
- 239000012530 fluid Substances 0.000 description 2
- 238000007689 inspection Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 239000002965 rope Substances 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 238000010586 diagram Methods 0.000 description 1
Abstract
The utility model discloses a kind of bamboo concrete stake, stress frame in pile body is bamboo reinforcement cage, pile body is built moulding by cement concrete, the principal rod of bamboo reinforcement cage is Ф 100mm mao bamboon, stirrup is bamboo chip, pile body cement concrete label used is C30, beneficial effect: what the utility model provided is a kind of bamboo concrete stake, replace reinforcing bar with bamboo reinforcement, greatly reduce engineering cost, be mainly used in the end soil body stabilization works of the good shield structure turnover of geological conditions hole, easily excavating property and economy are the main features that bamboo concrete stake is better than other reinforcing mode, make it to be applicable to TBM, mechanized constructions such as shield structure and can not damage cutter.Can be widely used in shield tunnel end soil body strengthening construction.
Description
Technical field
The utility model relates to a kind of concrete pile, particularly a kind of bamboo concrete stake.
Background technology
In recent years, along with a large amount of construction of underground construction, mechanized construction degree improves constantly, and new technology, new technology are adopted by numerous domestic engineering successively.In underground construction, generally adopt bored pile to construct, Grouting Pile Engineering of Drilling Hole exists that amount of reinforcement is large, engineering cost is high, and some provisional protection engineering adopts the more problems such as bored pile form is difficult for excavating in the time excavating.
Summary of the invention
The purpose of this utility model is a kind of bamboo concrete stake that has more problem in existing Grouting Pile Engineering of Drilling Hole work progress and provide in order to solve.
Stress frame in the pile body of the bamboo concrete stake that the utility model provides is bamboo reinforcement cage, and pile body is built moulding by cement concrete.
The principal rod of bamboo reinforcement cage is Ф 100mm mao bamboon, and stirrup is bamboo chip.
Pile body cement concrete label used is C30.
The construction method of the bamboo concrete stake that the utility model provides, concrete grammar is as described below:
The first step, construction process:
Its construction process is: flat field ground → lay working platform → rigging up → gland pipe → drilling and forming hole → lay bamboo reinforcement cage → put conduit → fluid concrete → drawing sleeve pipe → inspection pile quality;
The control step of second step, work progress:
A, first to ensure that mounting foundation is firm, to the more soft acclive ground in stratum, be bulldozed with bulldozer, being padded with steel plate or sleeper reinforces, in construction, first to reserve the center of stake position and correct installation auger, to there being the rig of boring tower, first utilize the power of rig to coordinate with near cage, drilling rod is moved and carries out Primary Location, again with jack by frame jack-up, accurately location, make gin wheel, the hole clipping of drill bit or fixing drilling rod and casing center are on a vertical line, to ensure the verticality of rig, the deviation of rig position is not more than 2cm, behind align piles position, with tie plate flat drill machine crossbeam, and be symmetrical on rig axis and pull on cable wind rope at tower top,
After b, clear hole are complete, prefabricated bamboo reinforcement cage is vertically hung onto in hole, behind location, will be fixed, then use tremie concrete, when perfusion, concrete will be built continuously;
In c, bamboo reinforcement cage process of binding, the colligation of whole bamboo mid portion to be arrived to the position of pile body center stressed maximum;
In d, construction, bamboo reinforcement cage bottom added to weight or the mode of bamboo body boring is reduced to buoyancy, thereby smoothly bamboo reinforcement cage being in place.
The beneficial effects of the utility model:
What the utility model provided is a kind of bamboo concrete stake, replace reinforcing bar with bamboo reinforcement, greatly reduce engineering cost, be mainly used in the end soil body stabilization works of the good shield structure turnover of geological conditions hole, easily excavating property and economy are the main features that bamboo concrete stake is better than other reinforcing mode, make it to be applicable to the mechanized construction such as TBM, shield structure and can not damage cutter.Can be widely used in shield tunnel end soil body strengthening construction.
Brief description of the drawings
Fig. 1 is the utility model section structure schematic diagram.
1, pile body 2, bamboo reinforcement cage 3, principal rod 4, stirrup.
Detailed description of the invention
Refer to shown in Fig. 1:
Stress frame in the pile body 1 of the bamboo concrete stake that the utility model provides is bamboo reinforcement cage 2, and pile body 1 is built moulding by cement concrete.
The principal rod 3 of bamboo reinforcement cage 2 is Ф 100mm mao bamboon, and stirrup 4 is bamboo chip.
Pile body 1 cement concrete label used is C30.
The construction method of the bamboo concrete stake that the utility model provides, concrete grammar is as described below:
The first step, construction process:
Its construction process is: flat field ground → lay working platform → rigging up → gland pipe → drilling and forming hole → lay bamboo reinforcement cage → put conduit → fluid concrete → drawing sleeve pipe → inspection pile quality;
The control step of second step, work progress:
A, first to ensure that mounting foundation is firm, to the more soft acclive ground in stratum, be bulldozed with bulldozer, being padded with steel plate or sleeper reinforces, in construction, first to reserve the center of stake position and correct installation auger, to there being the rig of boring tower, first utilize the power of rig to coordinate with near cage, drilling rod is moved and carries out Primary Location, again with jack by frame jack-up, accurately location, make gin wheel, the hole clipping of drill bit or fixing drilling rod and casing center are on a vertical line, to ensure the verticality of rig, the deviation of rig position is not more than 2cm, behind align piles position, with tie plate flat drill machine crossbeam, and be symmetrical on rig axis and pull on cable wind rope at tower top,
After b, clear hole are complete, prefabricated bamboo reinforcement cage 2 is vertically hung onto in hole, behind location, will be fixed, then use tremie concrete, when perfusion, concrete will be built continuously;
In c, bamboo reinforcement cage 2 process of binding, the colligation of whole bamboo mid portion to be arrived to the position of pile body 1 center stressed maximum;
In d, construction, bamboo reinforcement cage 2 bottoms added to weight or the mode of bamboo body boring is reduced to buoyancy, thereby smoothly bamboo reinforcement cage 2 being in place.
Claims (3)
1. a bamboo concrete stake, is characterized in that: the stress frame in pile body is bamboo reinforcement cage, and pile body is built moulding by cement concrete.
2. a kind of bamboo concrete stake according to claim 1, is characterized in that: the principal rod of described bamboo reinforcement cage is Ф 100mm mao bamboon, and stirrup is bamboo chip.
3. a kind of bamboo concrete stake according to claim 1, is characterized in that: described pile body cement concrete label used is C30.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420351139.6U CN203924043U (en) | 2014-06-27 | 2014-06-27 | A kind of bamboo concrete stake |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420351139.6U CN203924043U (en) | 2014-06-27 | 2014-06-27 | A kind of bamboo concrete stake |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203924043U true CN203924043U (en) | 2014-11-05 |
Family
ID=51819897
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420351139.6U Expired - Fee Related CN203924043U (en) | 2014-06-27 | 2014-06-27 | A kind of bamboo concrete stake |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203924043U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104018492A (en) * | 2014-06-27 | 2014-09-03 | 海南大学 | Bamboo reinforced concrete pile |
| CN106988321A (en) * | 2017-05-08 | 2017-07-28 | 湘潭大学 | A kind of miscellaneous fill foundation ditch bamboo reinforcement support system and its construction method |
-
2014
- 2014-06-27 CN CN201420351139.6U patent/CN203924043U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104018492A (en) * | 2014-06-27 | 2014-09-03 | 海南大学 | Bamboo reinforced concrete pile |
| CN106988321A (en) * | 2017-05-08 | 2017-07-28 | 湘潭大学 | A kind of miscellaneous fill foundation ditch bamboo reinforcement support system and its construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| C14 | Grant of patent or utility model | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20141105 Termination date: 20150627 |
|
| EXPY | Termination of patent right or utility model |