CN206376274U - A kind of single-pile elevated bearing-platform and anchor cable tower-crane foundation structure - Google Patents
A kind of single-pile elevated bearing-platform and anchor cable tower-crane foundation structure Download PDFInfo
- Publication number
- CN206376274U CN206376274U CN201720011287.7U CN201720011287U CN206376274U CN 206376274 U CN206376274 U CN 206376274U CN 201720011287 U CN201720011287 U CN 201720011287U CN 206376274 U CN206376274 U CN 206376274U
- Authority
- CN
- China
- Prior art keywords
- pile
- reinforced concrete
- tower
- anchor cable
- concrete pile
- Prior art date
Links
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 41
- 240000007600 Lysimachia clethroides Species 0.000 claims abstract description 8
- 238000009412 basement excavation Methods 0.000 claims abstract description 8
- 238000004873 anchoring Methods 0.000 claims abstract description 4
- 239000004567 concrete Substances 0.000 claims description 6
- 230000003014 reinforcing Effects 0.000 claims description 6
- 229910000831 Steel Inorganic materials 0.000 claims description 5
- 239000010959 steel Substances 0.000 claims description 5
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 3
- 240000006394 Sorghum bicolor Species 0.000 claims description 3
- 235000019713 millet Nutrition 0.000 claims description 3
- 230000002787 reinforcement Effects 0.000 claims description 3
- 238000007569 slipcasting Methods 0.000 claims description 3
- 210000003205 Muscles Anatomy 0.000 claims 1
- 238000010276 construction Methods 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 210000001138 Tears Anatomy 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000006011 modification reaction Methods 0.000 description 1
- 239000002965 rope Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000007921 spray Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Abstract
The utility model discloses a kind of single-pile elevated bearing-platform and anchor cable tower-crane foundation structure, deposited reinforced concrete pile is arranged on below excavation face, in described deposited reinforced concrete pile upper end anchoring and reinforced concrete pile cap；Pre-buried tower crane section in reinforced concrete pile cap；Tower crane section is affixed integral with tower body；Twice anchor cable is set in also pre-buried two sleeve pipes in reinforced concrete pile cap, sleeve pipe；Tensioning termination is fixedly installed in tower body side on reinforced concrete pile cap, and anchor cable one end is fixed on gooseneck through tensioning termination, and gooseneck is fixed on tensioning termination.The utility model, which solves existing tower crane, can not ensure the problem of high stability and high efficiency positioning peace are torn open simultaneously, can meet tower body antidumping, resistant slide power, good integrity, it is to avoid later stage expense and potential safety hazard.
Description
Technical field
The utility model is related to a kind of single-pile elevated bearing-platform and anchor cable tower-crane foundation structure, belongs to the realm of building construction.
Background technology
Existing tower crane form is：Independent cushion cap foundation, rood beam basis, Pile-supported stand foundation and lattice column are high-order
Cushion cap foundation.Independent cushion cap foundation and rood beam basis is typically disposed in below foundation excavation face, and basic earthwork is constructed after excavating,
It has the disadvantage that foundation ditch needs slope shoveling, security protection and backfilling of earthwork, and operation side is big, requires high to subsoil.Pile
Stylobate plinth be solve natural foundation bearing capacity it is not enough in the case of and a kind of tower crane form for using, usually 1-4 roots irrigate
Stake, it has the disadvantage that foundation ditch needs slope to cut the earth, and security protection and the backfill earthwork, construction working face are larger, and cost is higher.Lattice pillar height
Position cushion cap foundation is used in deep basal pit, passes through in basement architectural engineering, the base form saves earth excavation, bank protection,
Backfilling of earthwork, but cost itself is high.
Existing tower crane form though be applicable the architectural engineering of different characteristics, exist be not be exactly cost height more than process
Problem, and site condition there are certain requirements.Narrow and small to construction area site condition, foundation pit supporting pile has been constructed, basement
Exterior wall is nearer with support pile, and require cost it is low be factor that each building enterprise considers, current tower crane form is difficult to
The requirement of condition of compatibility change.
Utility model content
The purpose of this utility model is to overcome the problem of above-mentioned prior art is present and shortcoming high-order there is provided a kind of single pile
Cushion cap and anchor cable tower-crane foundation structure.The utility model greatly reduces construction costs using single pile, cushion cap and anchorage cable design；It is logical
Crossing single pile, cushion cap and anchorage cable design is realized after foundation pit supporting pile excavated, and height can not be ensured simultaneously by solving existing tower crane
The problem of stability and high efficiency positioning peace are torn open, can meet tower body antidumping, resistant slide power, good integrity, it is to avoid later stage expense
And potential safety hazard；Solve small in operation side, it is adaptable to which different soil properties, foundation pit supporting pile have been excavated, and face side tower crane base at it
Plinth is constructed；Its structure and its construction method are simple, and technology is easy to grasp and implemented.
Scheme of the present utility model is as follows：A kind of single-pile elevated bearing-platform and anchor cable tower-crane foundation structure, including a reinforcing bar
Cast-in-place concrete pile, reinforced concrete pile cap and tower crane section；
Described deposited reinforced concrete pile is arranged on below excavation face, described deposited reinforced concrete pile upper end anchoring
In reinforced concrete pile cap；
Pre-buried tower crane section in described reinforced concrete pile cap；Described tower crane section and tower body are affixed into one
Body；
Anchor cable is passed through in also pre-buried two sleeve pipes in described reinforced concrete pile cap, described sleeve pipe；
Tensioning termination is fixedly installed in tower body side on described reinforced concrete pile cap, and anchor cable one end is solid through tensioning termination
It is scheduled on gooseneck, described gooseneck is fixed on tensioning termination；The anchor cable other end is embedded in the earthwork.
Further, it is provided with steel reinforcement cage, described reinforced concrete pile cap and sets in described deposited reinforced concrete pile
Cushion cap reinforcing bar is equipped with, by concrete-placing reinforcing steel bar cage, cushion cap reinforcing bar, deposited reinforced concrete pile, armored concrete is formed and holds
Platform simultaneously anchors both.
Further, described sleeve pipe is obliquely installed, and slip casting in sleeve pipe so that anchor cable is fixed.
Further, in addition to the hat fine strain of millet for being arranged on the support pile of earthwork side, being arranged on support pile upper end has been excavated.
Further, described support pile is locked by anchorage cable stretching.
Further, plain concrete load transfering strip is set under basement bottom board.
The utility model compared with the prior art, has the following advantages that and beneficial effect：
（1）Clearly, the utility model solves ground endurance not enough using pile foundation, mainly improves its bearing capacity, profit for power transmission
With anchorage cable stretching, tower crane resistance to capsizing, good integrity are improved；
（2）Consider compared to tower crane or building beyond the region of objective existence slope installation tower crane in basement is installed, including tear open
Unload, backfilling of earthwork and the envelope expense such as floor have its good comprehensive benefit.
Brief description of the drawings
Fig. 1 is the side diagram of the utility model foundation structure.
Embodiment
The utility model is described further with reference to embodiment.
A kind of single-pile elevated bearing-platform and anchor cable tower-crane foundation structure, including deposited reinforced concrete pile 1, a reinforced concrete
Native cushion cap 2 and tower crane section 3；Deposited reinforced concrete pile 1 is arranged on below excavation face, deposited reinforced concrete pile upper end anchor
Gu and in reinforced concrete pile cap 2；Pre-buried tower crane section 3 in reinforced concrete pile cap 2；Tower crane section 3 and tower body 8 are affixed
Integrally；Anchor cable 5 is passed through in also pre-buried two sleeve pipes 4 in reinforced concrete pile cap 2, sleeve pipe 4；Tower on reinforced concrete pile cap 2
Tensioning termination 6 is fixedly installed in body side, and the one end of anchor cable 5 is fixed on gooseneck 7 through tensioning termination 6, and gooseneck, which is fixed on, to be opened
On pull end head；The rope other end of anchor 5 is embedded in the earthwork.
The utility model is provided with steel reinforcement cage, reinforced concrete pile cap in deposited reinforced concrete pile and is provided with cushion cap
Reinforcing bar, by concrete-placing reinforcing steel bar cage, cushion cap reinforcing bar, forms deposited reinforced concrete pile, reinforced concrete pile cap and by two
Person anchors.Sleeve pipe tilts 20 degree of settings, and slip casting in sleeve pipe so that anchor cable is fixed.The utility model is also in earth excavation side
Face sets some support piles 11, each support pile surface spray anchor armored concrete face, and is locked by twice anchorage cable stretching.Supporting
Stake upper end has poured hat fine strain of millet.
The utility model deposited reinforced concrete pile diameter avoids original support pile anchor cable, and same twice anchor cable avoids original
Support pile anchor cable position.If under the premise of twice anchor cable anchorage is unappeasable, one of anchor cable can be increased on support pile, really
Protect its safety.To ensure to set plain concrete load transfering strip 10, resistance soil under the stability of original stake of excavation supporting, the bottom plate of basement 9
Pressure and power of toppling.
In the utility model single-pile elevated bearing-platform and anchor cable tower-crane foundation structure, tower crane section and bolt use Q235-
B, anchor cable is prestress anchorage cable, and welding rod uses E43 types, and weld seam reaches second-order weld quality requirement.
Although detailed description is given to embodiment of the present utility model above and is illustrated, it should be noted that
It is that we can carry out various equivalent changes and modification according to conception of the present utility model to above-mentioned embodiment, produced by it
Function still covered without departing from specification spirit when, all should be within protection domain of the present utility model.
Claims (6)
1. a kind of single-pile elevated bearing-platform and anchor cable tower-crane foundation structure, it is characterised in that including a deposited reinforced concrete pile,
Reinforced concrete pile cap and tower crane section；
Described deposited reinforced concrete pile is arranged on below excavation face, described deposited reinforced concrete pile upper end anchoring and steel
In reinforced concrete cushion cap；
Pre-buried tower crane section in described reinforced concrete pile cap；Described tower crane section is affixed integral with tower body；
Anchor cable is passed through in also pre-buried two sleeve pipes in described reinforced concrete pile cap, described sleeve pipe；
Tensioning termination is fixedly installed in tower body side on described reinforced concrete pile cap, and anchor cable one end is fixed on through tensioning termination
On gooseneck, described gooseneck is fixed on tensioning termination；The anchor cable other end is embedded in the earthwork.
2. a kind of single-pile elevated bearing-platform according to claim 1 and anchor cable tower-crane foundation structure, it is characterised in that
It is provided with described deposited reinforced concrete pile in steel reinforcement cage, described reinforced concrete pile cap and is provided with pile cap steel
Muscle, by concrete-placing reinforcing steel bar cage, cushion cap reinforcing bar, forms deposited reinforced concrete pile, reinforced concrete pile cap and incite somebody to action both
Anchoring.
3. a kind of single-pile elevated bearing-platform according to claim 1 and anchor cable tower-crane foundation structure, it is characterised in that described
Sleeve pipe is obliquely installed, and slip casting in sleeve pipe so that anchor cable is fixed.
4. a kind of single-pile elevated bearing-platform according to claim 1 and anchor cable tower-crane foundation structure, it is characterised in that also include
The hat fine strain of millet for excavated and be arranged on the support pile of earthwork side, being arranged on support pile upper end.
5. a kind of single-pile elevated bearing-platform according to claim 4 and anchor cable tower-crane foundation structure, it is characterised in that described
Support pile is locked by anchorage cable stretching.
6. a kind of single-pile elevated bearing-platform according to claim 1 and anchor cable tower-crane foundation structure, it is characterised in that basement
Plain concrete load transfering strip is set under bottom plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720011287.7U CN206376274U (en) | 2017-01-05 | 2017-01-05 | A kind of single-pile elevated bearing-platform and anchor cable tower-crane foundation structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720011287.7U CN206376274U (en) | 2017-01-05 | 2017-01-05 | A kind of single-pile elevated bearing-platform and anchor cable tower-crane foundation structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206376274U true CN206376274U (en) | 2017-08-04 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720011287.7U CN206376274U (en) | 2017-01-05 | 2017-01-05 | A kind of single-pile elevated bearing-platform and anchor cable tower-crane foundation structure |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106759442A (en) * | 2017-01-05 | 2017-05-31 | 中建三局第二建设工程有限责任公司 | A kind of single-pile elevated bearing-platform and anchor cable tower-crane foundation structure and its construction method |
-
2017
- 2017-01-05 CN CN201720011287.7U patent/CN206376274U/en active IP Right Grant
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106759442A (en) * | 2017-01-05 | 2017-05-31 | 中建三局第二建设工程有限责任公司 | A kind of single-pile elevated bearing-platform and anchor cable tower-crane foundation structure and its construction method |
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