CN103381994A - Pile hoisting method for precast piles - Google Patents
Pile hoisting method for precast piles Download PDFInfo
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- CN103381994A CN103381994A CN2013102679258A CN201310267925A CN103381994A CN 103381994 A CN103381994 A CN 103381994A CN 2013102679258 A CN2013102679258 A CN 2013102679258A CN 201310267925 A CN201310267925 A CN 201310267925A CN 103381994 A CN103381994 A CN 103381994A
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- precast pile
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Abstract
The invention discloses a pile hoisting method for precast piles. The method comprises following steps: step a, choosing a plurality of steel wire ropes, which are enclosed ropes; step b, choosing one of the steel ropes picked in the step a, then winding the rope on a precast pile for two circles, making the rope ring of one end of the steel rope go through the looped eye of the rope ring of the other end; step c, winding the rest steel ropes round the precast pile by the method in the step b, and making all the rope rings, which have gone through the looped eyes, distribute in a circle, taking the axis of the pile body of the precast pile as the symmetrical center; step d, hanging all the roped rings, which have gone through the looped eyes, on a hook; step e, slowly lifting the hook until all steel ropes have locked the precast pile; step f, going on lifting the hook to lift the precast pile. The pile hoisting method for precast piles has the advantages that: a precast pile is wound by steel ropes, the steel ropes are slowly lifted by a hook, after the steel ropes lock the pile body of the precast pile, the precast is lifted by going on lifting the hook, the whole construction process is simple and practicable, and furthermore, because of the softness of the steel ropes, no harm will be done to the pile body of the precast pile.
Description
Technical field
The present invention relates to a kind of construction of prefabricated piles method, especially relate to a kind of precast pile pile hanging method.
Background technology
Traditional construction of prefabricated piles method mainly contains static pressure method and hammering method, but these two kinds of methods produce damage to pile body on the one hand, can produce soil compaction effect on the other hand, impact stake self construction quality and ambient environment.For addressing these problems, engineering circles has been developed the flush type construction method of replanting by holing in advance into precast pile.Wherein, pile body need to be sling when implanting precast pile.
In existing pile hanging method, use mechanical arm or the gripper precast pile of slinging, can be to the pile body injury of precast pile, and after the welding of precast pile pile body or connecting the steel member, then by the lifting steel member precast pile of slinging, also can be to the pile body injury of precast pile, and operation is more loaded down with trivial details.
Summary of the invention
Technical matters to be solved by this invention is to provide a kind of process of hanging to the pile body zero damage, and simple and easy to do precast pile pile hanging method.
The present invention solves the problems of the technologies described above the technical scheme that adopts: a kind of precast pile pile hanging method, and concrete steps are: a, choose many steel ropes, the two ends of described steel rope are the becket bridle of sealing; B, steel rope that step a is chosen wherein one along the precast pile pile body after two circles, the becket bridle of this steel rope one end is passed from the eye of the becket bridle of the other end; C, remaining steel rope is wound around the precast pile pile body with the method for step b, and the becket bridle that all pass is suspended on suspension hook; D, slow lifting hook are until all steel ropes locking precast pile; E, continuation lifting hook are sling precast pile.
Compared with prior art, the invention has the advantages that: this method wirerope-winding precast pile pile body, with the slow hoisting cable of suspension hook, after steel rope locking precast pile pile body, continuing lifting hook slings precast pile, whole work progress is simple and easy to do, and due to the elasticity of steel rope, can be to precast pile pile body injury.
As preferably, described steel rope is 2, and is symmetrical with the precast pile axis after described steel rope locking precast pile pile body, and two steel ropes exceed the equal in length of precast pile pile body part.The precast pile pile body is stressed steadily, is difficult for when slinging rocking.
As preferably, described steel rope is 3, after described steel rope locking precast pile, evenly distributes centered by the precast pile axis.The precast pile pile body is stressed more steady, and still can hang precast pile after the unexpected fracture of steel cable therein.
As preferably, the length of annulus is 20 centimetres～50 centimetres.According to the size of wirerope diameter, suitable annulus is set, can causes steel rope to be difficult to lock the precast pile pile body when annulus is excessive.
As preferably, the length of described steel rope is 200 centimetres～600 centimetres.Select suitable steel rope according to precast pile pile body size and length, and during the steel rope of selection different length, can prevent from disturbing between steel rope.
Description of drawings
Fig. 1 is construction of wire rope schematic diagram of the present invention.
Fig. 2 is wirerope-winding precast pile pile body schematic diagram of the present invention.
Fig. 3 is work schematic diagram of the present invention.
As shown in the figure: 1, steel rope, 11, becket bridle, 2, pile body.
The specific embodiment
Embodiment is described in further detail the present invention below in conjunction with accompanying drawing.
The concrete steps of this precast pile pile hanging method are: a, choose many steel ropes 1, the two ends of steel rope 1 are the becket bridle 11 of sealing; B, steel rope 1 that step a is chosen wherein one along precast pile 2 pile bodies apart from 1/5 place, top after two circles, the becket bridle 11 of these steel rope 1 one ends is passed from the eye of the becket bridle 11 of the other end; C, with remaining steel rope with the method for step b be wound around the precast pile pile body should the place near, and all becket bridles that pass 11 are suspended on suspension hook; D, slow lifting hook are until all steel rope 1 locking precast piles 2; E, continuation lifting hook are sling precast pile 2.Whole work progress is simple and easy to do.Wherein, when slow lifting hook, due to the weight effect of precast pile, all steel ropes 1 can progressively be revised, and make all steel ropes 1 all lock precast pile 2.
Wherein, steel rope 1 is preferably 2～5.When steel rope is 2, can be in the slow lifting hook process of steps d suspension hook, adjust the steel rope position, symmetrical with the precast pile axis after making 2 steel ropes locking precast pile pile bodies, and two steel ropes exceed the equal in length of precast pile pile body part.When steel rope is 3, can be in the slow lifting hook process of steps d suspension hook, adjustment steel rope position, after making 3 steel rope locking precast piles, evenly distribute centered by the precast pile axis, the precast pile pile body is stressed more steady, and still can hang precast pile after the unexpected fracture of steel cable therein.
Select the thickness of steel rope 1 according to the weight of precast pile 2, the diameter of steel rope 1 is generally 5 millimeters～30 millimeters.The length of annulus 11 is generally 20 centimetres～50 centimetres according to the size setting of steel rope 1 diameter.The length of steel rope 1 is selected according to precast pile 2 pile body sizes and length, and length generally is generally 200 centimetres～600 centimetres.
This method adopts steel rope 1 as twister, is to consider that steel rope 1 has good elasticity, can be to precast pile pile body injury.
Claims (5)
1. a precast pile pile hanging method, is characterized in that, concrete steps are:
A, choose many steel ropes, the two ends of described steel rope are the becket bridle of sealing;
B, steel rope that step a is chosen wherein one along the precast pile pile body after two circles, the becket bridle of this steel rope one end is passed from the eye of the becket bridle of the other end;
C, remaining steel rope is wound around the precast pile pile body with the method for step b, and the becket bridle that all pass is suspended on suspension hook;
D, slow lifting hook are until all steel ropes locking precast pile;
E, continuation lifting hook are sling precast pile.
2. precast pile pile hanging method according to claim 1, it is characterized in that: described steel rope is 2, and is symmetrical with the precast pile axis after described steel rope locking precast pile pile body, and two steel ropes exceed the equal in length of precast pile pile body part.
3. precast pile pile hanging method according to claim 1, it is characterized in that: described steel rope is 3, after described steel rope locking precast pile, evenly distributes centered by the precast pile axis.
4. precast pile pile hanging method according to claim 1, it is characterized in that: the length of described annulus is 20 centimetres～50 centimetres.
5. precast pile pile hanging method according to claim 1, it is characterized in that: the length of described steel rope is 200 centimetres～600 centimetres.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310267925.8A CN103381994B (en) | 2013-06-28 | 2013-06-28 | Precast pile pile hanging method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310267925.8A CN103381994B (en) | 2013-06-28 | 2013-06-28 | Precast pile pile hanging method |
Publications (2)
| Publication Number | Publication Date |
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| CN103381994A true CN103381994A (en) | 2013-11-06 |
| CN103381994B CN103381994B (en) | 2016-01-27 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310267925.8A Active CN103381994B (en) | 2013-06-28 | 2013-06-28 | Precast pile pile hanging method |
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| CN (1) | CN103381994B (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107117529A (en) * | 2017-05-03 | 2017-09-01 | 中淳高科桩业股份有限公司 | A kind of safety jaw stake device and pile hanging method |
| CN110065884A (en) * | 2019-05-08 | 2019-07-30 | 中国二十冶集团有限公司 | A kind of pile press machine hello stake hanging method and lifting device |
| CN111731541A (en) * | 2020-07-03 | 2020-10-02 | 浙江金星螺杆制造有限公司 | Bundling method for heat treatment of screw of plastic extruding machine |
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| CN2176351Y (en) * | 1993-08-21 | 1994-09-07 | 上海华通装卸机具修造厂 | Hanger with pulley and hook |
| JP2521598Y2 (en) * | 1988-12-21 | 1996-12-25 | 株式会社 技研製作所 | Hanging device |
| CN201458517U (en) * | 2009-07-16 | 2010-05-12 | 郑州铁路局机车车辆配件厂 | End horizontal pull type rail tank car hanger |
| CN202265302U (en) * | 2011-08-26 | 2012-06-06 | 中天建设集团有限公司 | Hoisting structure of reinforcement cage |
| CN102577906A (en) * | 2012-03-05 | 2012-07-18 | 河北农业大学 | Tree transplanting method |
| CN102776705A (en) * | 2012-08-13 | 2012-11-14 | 葫芦岛天力工业有限公司 | Weaving technology for steel wire rope strip |
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2013
- 2013-06-28 CN CN201310267925.8A patent/CN103381994B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2521598Y2 (en) * | 1988-12-21 | 1996-12-25 | 株式会社 技研製作所 | Hanging device |
| CN2176351Y (en) * | 1993-08-21 | 1994-09-07 | 上海华通装卸机具修造厂 | Hanger with pulley and hook |
| CN201458517U (en) * | 2009-07-16 | 2010-05-12 | 郑州铁路局机车车辆配件厂 | End horizontal pull type rail tank car hanger |
| CN202265302U (en) * | 2011-08-26 | 2012-06-06 | 中天建设集团有限公司 | Hoisting structure of reinforcement cage |
| CN102577906A (en) * | 2012-03-05 | 2012-07-18 | 河北农业大学 | Tree transplanting method |
| CN102776705A (en) * | 2012-08-13 | 2012-11-14 | 葫芦岛天力工业有限公司 | Weaving technology for steel wire rope strip |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107117529A (en) * | 2017-05-03 | 2017-09-01 | 中淳高科桩业股份有限公司 | A kind of safety jaw stake device and pile hanging method |
| CN107117529B (en) * | 2017-05-03 | 2018-06-29 | 宁波东淳预制桩有限公司 | A kind of safety jaw stake device and pile hanging method |
| CN110065884A (en) * | 2019-05-08 | 2019-07-30 | 中国二十冶集团有限公司 | A kind of pile press machine hello stake hanging method and lifting device |
| CN111731541A (en) * | 2020-07-03 | 2020-10-02 | 浙江金星螺杆制造有限公司 | Bundling method for heat treatment of screw of plastic extruding machine |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103381994B (en) | 2016-01-27 |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
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| C53 | Correction of patent of invention or patent application | ||
| CB02 | Change of applicant information |
Address after: 315145 Zhejiang Province Economic Development Zone, Yinzhou, Linjiang Road, No. 166, hi tech pile industry Limited by Share Ltd Applicant after: Zhongchun Gaoke Pile Industry Co., Ltd. Address before: 315145, Zhejiang, Yinzhou District, Ningbo (Binhai Pioneering Center) sailing South Road, Sino hi tech pile industry Limited by Share Ltd Applicant before: Zhongchun Gaoke Pile Industry Co., Ltd. |
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| C14 | Grant of patent or utility model | ||
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| TR01 | Transfer of patent right |
Effective date of registration: 20180910 Address after: 315105 159 building 23, Qiming Road, Yinzhou District, Ningbo, Zhejiang, 159 Patentee after: Ningbo Zhong Chun Pile Foundation Engineering Technology Co., Ltd. Address before: 315145 Zhong Chun Gao Ke pile Limited by Share Ltd, No. 166 Linjiang Road, Yinzhou Economic Development Zone, Ningbo, Zhejiang Patentee before: Zhongchun Gaoke Pile Industry Co., Ltd. |
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| TR01 | Transfer of patent right |