CN204356764U - A kind of tower crane without pile foundation - Google Patents

A kind of tower crane without pile foundation Download PDF

Info

Publication number
CN204356764U
CN204356764U CN201420865815.1U CN201420865815U CN204356764U CN 204356764 U CN204356764 U CN 204356764U CN 201420865815 U CN201420865815 U CN 201420865815U CN 204356764 U CN204356764 U CN 204356764U
Authority
CN
China
Prior art keywords
tower crane
region
pile foundation
double shaft
shaft stirring
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.)
Active
Application number
CN201420865815.1U
Other languages
Chinese (zh)
Inventor
张丽骏
张钱鑫
毛子成
熊玎玮
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Shanghai Construction No 5 Group Co Ltd
Original Assignee
Shanghai Construction No 5 Group Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Shanghai Construction No 5 Group Co Ltd filed Critical Shanghai Construction No 5 Group Co Ltd
Priority to CN201420865815.1U priority Critical patent/CN204356764U/en
Application granted granted Critical
Publication of CN204356764U publication Critical patent/CN204356764U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

The utility model provides a kind of tower crane without pile foundation, be arranged on tower crane region, the described tower crane without pile foundation comprises: underpinning region and the some Double shaft stirring stakes be arranged in described underpinning region, the sideline in described underpinning region exceeds sideline more than the 250mm in described tower crane region, and the bearing capacity of described Double shaft stirring stake is greater than 0.8MPa.Adopt the tower crane without pile foundation of the present utility model, by arranging agitation pile in base area, improve the bearing capacity of the whole soil body, eliminate the work progress using reinforcing cage or lattice column to make pile foundation, thus achieve the object reducing construction cost and accelerate construction period.

Description

A kind of tower crane without pile foundation
Technical field
The utility model belongs to the realm of building construction, is specifically related to a kind of tower crane without pile foundation.
Background technology
At present, tower crane has been widely used in building field, because tower crane stationarity and safety when lifting by crane object all follow the basis of tower crane to have direct relation, so ensure that the firm stable of tower crane is the important step of installing tower crane construction always.
Now general way is by arranging pile foundation in tower crane region, and then tower crane bearing platform is set up in pile foundation, the way of pile foundation will first be holed usually, wire-tie cage or lattice column, put reinforcing cage or lattice column, then be in the milk, work progress is long, and because need to use reinforcing cage or lattice column, construction cost is also higher.
Utility model content
The purpose of this utility model is to provide a kind of tower crane without pile foundation, to solve the problem that traditional tower crane foundation construction cycle is long and cost is high, by arranging agitation pile in base area, improve the bearing capacity of the whole soil body, eliminate the work progress using reinforcing cage or lattice column to make pile foundation, thus achieve the object reducing construction cost and accelerate construction period.
For solving the problems of the technologies described above, the utility model provides a kind of tower crane without pile foundation, be arranged on tower crane region, the described tower crane without pile foundation comprises: underpinning region and the some Double shaft stirring stakes be arranged in described underpinning region, the sideline in described underpinning region exceeds sideline more than the 250mm in described tower crane region, and the bearing capacity of described Double shaft stirring stake is greater than 0.8MPa.
Optionally, described Double shaft stirring stake passes soil body soft sleeper layer downwards more than 500mm.
Optionally, the overlap distance of described Double shaft stirring stake is 200mm.
Optionally, the described tower crane without pile foundation also comprises the plummer be arranged on described tower crane region, and the lower margin of tower crane is fixed on described plummer by bar planting.
Optionally, described Double shaft stirring stake is covered with in described underpinning region.
Optionally, described Double shaft stirring stake is arranged at the surrounding in described underpinning region and described tower crane region.
Optionally, a part of described Double shaft stirring stake is arranged at the surrounding in described underpinning region and described tower crane region, and Double shaft stirring stake described in another part is arranged at described underpinning intra-zone in a grid formation.
Adopt the tower crane without pile foundation of the present utility model, at least there is following Advantageous Effects:
1, easy construction, the cycle is short.Double shaft stirring stake is set, utilizes mix and blend and the reaction of cement and the soil body, the hardness of basic earth is improved greatly, ensure that the bearing capacity of basic earth, ensure that the safety of tower crane.And Double shaft stirring stake is for traditional pile foundation, do not need boring, wire-tie cage and grouting, the boring of agitation pile, stirring and pile can accomplish without any letup, and do not need section construction, its work progress more briefly facilitates, and construction period is shorter.
2, construction cost reduces greatly.Improved the bearing capacity of basic earth by Double shaft stirring stake after, can safety of tower crane be ensured by Double shaft stirring stake and basic earth, avoid using traditional pile foundation, save the use amount of reinforcing bar, greatly reduced the cost of construction.
Accompanying drawing explanation
Fig. 1 is the structural representation of the tower crane without pile foundation of the utility model embodiment one;
Fig. 2 is the sectional view of this Fig. 1 along I-I';
Fig. 3 is the structural representation of the tower crane without pile foundation of the utility model embodiment two;
Fig. 4 is the sectional view of this Fig. 3 along I-I';
Fig. 5 is the structural representation of the tower crane without pile foundation of another embodiment of the utility model;
Fig. 6 is the sectional view of this Fig. 5 along I-I'.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, a kind of tower crane without pile foundation that the utility model proposes is described in further detail.According to the following describes and claims, advantage of the present utility model and feature will be clearer.It should be noted that, accompanying drawing all adopts the form that simplifies very much and all uses non-ratio accurately, only in order to object that is convenient, aid illustration the utility model embodiment lucidly.
Embodiment one
Below in conjunction with Fig. 1 and Fig. 2, describe in detail the utility model embodiment one without pile foundation tower crane 100.
Without pile foundation tower crane 100, be arranged on tower crane region 1, underpinning region 2 and some Double shaft stirring stakes 3 is comprised without pile foundation tower crane 100, Double shaft stirring stake 3 is arranged in underpinning region 2, and the sideline in underpinning region 2 exceeds sideline more than the 250mm in tower crane region 1, the bearing capacity of Double shaft stirring stake is greater than 0.8MPa.
Specifically, first according to the load requirement of tower crane region 1 and tower crane, set rational underpinning region 2, in order to ensure the bearing capacity integrating basis, require that underpinning region 2 will cover tower crane region 1 completely and exceed its scope, usually require that the sideline in underpinning region 2 exceeds sideline more than the 250mm in tower crane region 1; After determining rational underpinning region 2, carry out the operation that lays out pile of Double shaft stirring stake 3 in underpinning region 2 in turn, in the present embodiment, Double shaft stirring stake 3 is abound with underpinning region 2, fully can ensure the bearing capacity of the soil body in underpinning region 2.
The pile operation of each Double shaft stirring stake comprises: position of p ile machine, deep mixer premixing sink prepare simultaneously prefabricated by night, sinking limit, limit stir, whitewashing stir promote, repeat stir sink, whitewashing repeat stir promote and stake machine displacement, visible in above-mentioned pile operation process, the operation of each step has carried out continuously, there is not the interval stand-by period between each job step, the work progress of each Double shaft stirring stake is easy to be compact.Repeat the pile operation process of above-mentioned Double shaft stirring stake, whole operations of arranging Double shaft stirring stake 3 in underpinning region 2 can be completed.
In order to improve the steadiness of each Double shaft stirring stake 3, preferably, Double shaft stirring stake 3 can be passed soil body soft sleeper layer downwards more than 500mm, improve the bearing capacity of soil mass consolidation with this further.In order to ensure stability and the balance of each Double shaft stirring stake 3, the overlap distance of each Double shaft stirring stake 3 is 200mm.
In order to ensure that the bearing capacity of the basic earth after laying Double shaft stirring stake 3 can meet construction requirement, need in advance according to the load bearing requirements of tower crane and the soil body basis of construction area, calculate the layout scope of Double shaft stirring stake 3, depth of placement and arrange intensity, and after Double shaft stirring stake 3 has been constructed, its bearing capacity is detected, ensure that the intensity of every root Double shaft stirring stake 3 can both reach more than 0.8MPa, or measures such as getting core also can be adopted to carry out intensity detection, to guarantee the safety that whole basic earth carries.Guaranteeing that basic earth bearing safety rearward, can set up plummer 4 on tower crane region 1, the lower margin of tower crane 5 is fixed on plummer 4 by bar planting 6.
Embodiment two
The present embodiment and embodiment one are distinguished part and are, the distribution of Double shaft stirring stake in underpinning region is different, below in conjunction with Fig. 3 to Fig. 6, describes the difference of the present embodiment and embodiment one in detail, other identical parts can reference example one, does not repeat them here.
Composition graphs 3 and Fig. 4, according to the load bearing requirements of tower crane and the actual conditions of the tower crane soil body, under measuring and calculating meets the prerequisite of construction requirement, consider that the origin of force of tower crane 5 and plummer 4 is mostly distributed on the perimeter zone in tower crane region 1 simultaneously, in order to shorten construction period further, Double shaft stirring stake 3 can be arranged in the surrounding in underpinning region 2 and tower crane region 1, middle section in underpinning region 2 then need not arrange Double shaft stirring stake 3, to reduce the pile quantity of Double shaft stirring stake 3, thus shorten its construction period further.
And under the occasion that some requirement for bearing capacity is higher, under the prerequisite meeting requirement for bearing capacity, the pile quantity of Double shaft stirring stake 3 can be reduced again simultaneously.Composition graphs 5 and Fig. 6, in another embodiment of the present utility model, also a part of Double shaft stirring stake 3 can be arranged at the surrounding in underpinning region 2 and tower crane region 1, another part Double shaft stirring stake 3 is then arranged at the interior zone in underpinning region 2 in a grid formation, to improve the bearing capacity of central region.
Should be understood that, meeting the bearing capacity to tower crane, ensure, on the basis of tower crane 5 safe operation, to carry out Reasonable adjustment to the distribution in underpinning region 2 of Double shaft stirring stake 3, this adjustment can not surmount the border ensureing to provide safe bearing capacity.
In sum, the above-mentioned tower crane without pile foundation, utilizes some Double shaft stirring stakes to substantially increase the bearing capacity of basic earth, instead of the steel bar concrete pile in traditional tower crane.Eliminate the boring of steel bar concrete pile, the process such as cage and grouting of wire-tiing, work progress more briefly facilitates, and construction period is considerably reduced.Meanwhile, because avoid using traditional pile foundation, saved the use amount of reinforcing bar, greatly reduced the cost of construction.
Foregoing description is only the description to the utility model preferred embodiment; any restriction not to the utility model scope; any change that the those of ordinary skill in the utility model field does according to above-mentioned disclosure, modification, all belong to the protection domain of claims.

Claims (7)

1. the tower crane without pile foundation, be arranged on tower crane region, it is characterized in that, comprise: underpinning region and the some Double shaft stirring stakes be arranged in described underpinning region, the sideline in described underpinning region exceeds sideline more than the 250mm in described tower crane region, and the bearing capacity of described Double shaft stirring stake is greater than 0.8MPa.
2. as claimed in claim 1 without the tower crane of pile foundation, it is characterized in that, described Double shaft stirring stake passes soil body soft sleeper layer downwards more than 500mm.
3., as claimed in claim 1 without the tower crane of pile foundation, it is characterized in that, the overlap distance of described Double shaft stirring stake is 200mm.
4., as claimed in claim 1 without the tower crane of pile foundation, it is characterized in that, also comprise the plummer be arranged on described tower crane region, the lower margin of tower crane is fixed on described plummer by bar planting.
5. the tower crane without pile foundation according to any one of Claims 1-4, is characterized in that, described Double shaft stirring stake is covered with in described underpinning region.
6. the tower crane without pile foundation according to any one of Claims 1-4, is characterized in that, described Double shaft stirring stake is arranged at the surrounding in described underpinning region and described tower crane region.
7. the tower crane without pile foundation according to any one of Claims 1-4, it is characterized in that, the described Double shaft stirring stake of a part is arranged at the surrounding in described underpinning region and described tower crane region, and Double shaft stirring stake described in another part is arranged at described underpinning intra-zone in a grid formation.
CN201420865815.1U 2014-12-26 2014-12-26 A kind of tower crane without pile foundation Active CN204356764U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420865815.1U CN204356764U (en) 2014-12-26 2014-12-26 A kind of tower crane without pile foundation

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420865815.1U CN204356764U (en) 2014-12-26 2014-12-26 A kind of tower crane without pile foundation

Publications (1)

Publication Number Publication Date
CN204356764U true CN204356764U (en) 2015-05-27

Family

ID=53258243

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201420865815.1U Active CN204356764U (en) 2014-12-26 2014-12-26 A kind of tower crane without pile foundation

Country Status (1)

Country Link
CN (1) CN204356764U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104532823A (en) * 2014-12-26 2015-04-22 上海建工五建集团有限公司 Tower crane foundation without pile foundation

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104532823A (en) * 2014-12-26 2015-04-22 上海建工五建集团有限公司 Tower crane foundation without pile foundation

Similar Documents

Publication Publication Date Title
CN102635120B (en) Circular deep foundation ditch is without Construction of Supporting structure and construction method
CN101864773B (en) Deep foundation pit support process
CN104153380B (en) A kind of antiseepage cofferdam structure and construction technology
CN104452795B (en) A kind of old house additional elevator base structure and construction method thereof
CN102011397B (en) Construction process of concrete form water-stopping occlusion pile
CN104863131A (en) Polygonal cement-soil stirring pile and formation method thereof
CN101864765A (en) Two-way stirring based SMW construction method and tri-axial stirring equipment
CN100572686C (en) The construction technology of hole support system in the hole
CN102828520A (en) Ring-shaped inner supporting structure used in deep peat soil deep foundation pit
CN102518135A (en) Foundation pit support construction method combining horizontal rotary jet-grouting soil bolting and bore concrete piles
CN204370431U (en) A kind of occlusion long-short pile space enclosing structure
CN102444142A (en) Pile group column replacement expanded basement and construction method of same
CN103422497A (en) Method for reinforcing soft soil foundation by using cement-soil mixing pile
CN103334439A (en) Long-span reinforced concrete inner support structure of rectangular deep foundation pit and construction method of structure
CN202689031U (en) Deep foundation pit retaining and protecting retaining wall
CN202559361U (en) Precast high strength concrete thin-wall steel pipe pile foundation pit supporting structure
CN104294839B (en) A kind of high pressure stem tower foundation construction method
CN106088120B (en) A kind of cofferdam decentralization construction method
CN105780618B (en) A kind of prefabricated board is to stretching vertical no slope embankment and construction method
CN203213136U (en) Caisson and pile combined foundation of consolidated subsoil
CN103031839B (en) Construction method of hand-dug piles
CN101634143A (en) Method for treating spiral oil-extruding filling pile composite foundation in stratum containing soft clay
CN204199335U (en) A kind of pressure release well reducing PHC tube pile construction soil compaction effect
CN104164868A (en) Concave-convex support-engaged water-stopping pile
CN203145038U (en) Latticed column type tower crane foundation

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant