CN101565946A - Internal supporting pile for supporting sinking well structure in construction of sinking wells - Google Patents
Internal supporting pile for supporting sinking well structure in construction of sinking wells Download PDFInfo
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- CN101565946A CN101565946A CNA2009100389682A CN200910038968A CN101565946A CN 101565946 A CN101565946 A CN 101565946A CN A2009100389682 A CNA2009100389682 A CN A2009100389682A CN 200910038968 A CN200910038968 A CN 200910038968A CN 101565946 A CN101565946 A CN 101565946A
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- 238000010276 construction Methods 0.000 title abstract description 33
- 229910000831 Steel Inorganic materials 0.000 claims description 28
- 239000010959 steel Substances 0.000 claims description 28
- 150000001875 compounds Chemical class 0.000 claims description 15
- 239000011150 reinforced concrete Substances 0.000 claims description 4
- 239000002699 waste material Substances 0.000 abstract description 6
- 238000005520 cutting process Methods 0.000 abstract description 3
- 238000000034 method Methods 0.000 description 12
- 239000004567 concrete Substances 0.000 description 9
- 239000002689 soil Substances 0.000 description 7
- 238000010586 diagram Methods 0.000 description 5
- 238000005516 engineering process Methods 0.000 description 4
- 239000012467 final product Substances 0.000 description 3
- 238000003466 welding Methods 0.000 description 3
- 230000001351 cycling effect Effects 0.000 description 2
- 238000009792 diffusion process Methods 0.000 description 2
- 239000011888 foil Substances 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 238000002266 amputation Methods 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 238000004364 calculation method Methods 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- KQTVWCSONPJJPE-UHFFFAOYSA-N etridiazole Chemical compound CCOC1=NC(C(Cl)(Cl)Cl)=NS1 KQTVWCSONPJJPE-UHFFFAOYSA-N 0.000 description 1
- 230000002650 habitual effect Effects 0.000 description 1
- 239000011372 high-strength concrete Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/52—Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments
- E02D5/523—Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments composed of segments
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D23/00—Caissons; Construction or placing of caissons
- E02D23/08—Lowering or sinking caissons
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/10—Deep foundations
- E02D27/20—Caisson foundations combined with pile foundations
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D35/00—Straightening, lifting, or lowering of foundation structures or of constructions erected on foundations
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- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Piles And Underground Anchors (AREA)
Abstract
The invention relates to an internal supporting pile for supporting the sinking well structure, which is formed by a plurality of pile sections in a detachable assembly mode. The invention adopts a technical proposal that the plurality of pile sections are assembled to form the internal supporting pile in the detachable mode and the position variation of a jack on the top of the pile is realized by continuous manual disassembly of the pile sections when the sinking well structure is sunk, so that the controllable sinking of the sinking well structure is realized. Compared with the prior technical proposal of realizing the sinking of the sinking well structure by manually cutting the internal supporting pile, the invention not only can reduce the labor intensity and accelerate the construction progress but also can recycle the pile sections and reduce resource waste.
Description
Technical field
The present invention relates to a kind of caisson structure bracing or strutting arrangement, refer in particular to the interior supporting pile that in open caisson construction, is used for supporting caisson.
Background technology
Open caisson has its unique engineering application conditions scope as a kind of structure of underground space structure or highrise building deep foundation or deep foundation pit support construction.Such as, generally under pan soil geological conditions preferably, can not adopt the open caisson technology, adopt the then more convenient economy of other foundation pit construction technical method.Yet in soft clay area, because geology is loose, poor stability, bearing capacity is poor, therefore adopts general foundation pit supporting construction will cause high supporting expense, causes duration of constructing elongated simultaneously, and in addition, the risk of construction is also bigger.And adopt the open caisson technical scheme that its special cost structure and construction risk is also arranged.In order to reduce engineering cost and construction risk, application number is 200810026012.6, denomination of invention just provides a kind of solution very for the patent of invention of " caisson structure and the caisson structure exactly is sunk to the method on ground ".
Simply introduce the technical scheme of foregoing invention patent below, be illustrated in figure 1 as a kind of specific embodiment of technique scheme, the bottom frame of caisson structure 10 is set a roof beam in place and 13 is being supported preventing uncontrollable free subsidence of caisson structure 10 by interior support pile body 11, bottom frame set a roof beam in place 13 and interior support pile body 11 between be provided with jack 12.Jack 12 is divided into two batches (first jack and second batch of jack), and jack 12 whole under the original state are in elongation state, operates whole jack for the first time simultaneously and shortens height, and open caisson 10 has just been realized sinking for the first time.
In order to sink the second time of realizing open caisson 10, operate first jack and shorten certain height, it is in breaks away from the support works state, supporting caisson structure by second batch of jack this moment; Then the pile body under first jack is blocked a joint length, recover the elongation state of first jack and accept load with supporting caisson structure.Then operate second batch of jack and shorten certain height, it is in breaks away from the support works state, supporting caisson structure by first jack this moment; Then the pile body under second batch of jack is blocked a joint length, recover the elongation state of second batch of jack and accept load, the jack together support caisson structure that this moment is whole, at this moment, operate whole jack once more simultaneously and shorten height, open caisson 10 has just been realized sinking for the second time.
According to the method that above-mentioned caisson structure 10 sinks for the second time, so cycling can sink to the predetermined degree of depth safely, steadily, exactly with caisson structure 10.
Though above-mentioned caisson structure can reduce engineering cost and construction risk effectively, but, support pile body in above-mentioned and when well sinking, need continuous manual intercept, this pile body generally all is very thick reinforced concrete pile or steel pipe pile, it is very big in foundation ditch it to be carried out the break-in operation difficulty of construction, is unfavorable for accelerating construction progress; And the pile body after blocking can not recycle once more, and concrete pile body or steel pipe pile body can only be finished once construction, have caused the waste of resource.
Summary of the invention
The technical problem to be solved in the present invention provides a kind of interior supporting pile that is used for supporting caisson structure in open caisson construction, this composite set can guarantee under the safe sinking situation of caisson structure effectively, not only can reduce labour intensity and accelerating construction progress, and can also recycle the stake joint, reduced the waste of resource.
In order to solve the problems of the technologies described above, the interior supporting pile that the present invention is used for supporting caisson structure adopts dismountable mounting means to form by plurality of sections stake joint.
In technical solution of the present invention, adopt dismountable mode with a plurality of joints install constitute in supporting pile, when caisson structure sinks, save by artificial unloading's stake constantly and to realize a top jack change in location, and then the controlled sinking of realization caisson structure.Compare with existing technical scheme by the controlled sinking of supporting pile realization caisson structure in the artificial cutting, it not only can reduce labour intensity and accelerating construction progress, and can also recycle the stake joint, has reduced the waste of resource.
The flange that above-mentioned stake joint comprises steel pipe and is fixed on the steel pipe two ends is installed together by fastening stake is saved between the adjacent flange.Adopt the compound mode cost of this pile body structure lower, and can effectively the stake joint be fixed together.
Above-mentioned stake joint structure can also have steel pipe, be installed in second flange formation that has internal thread that steel pipe one end has first flange of flange and is installed in the steel pipe other end, described flange is provided with external screw thread, and the first adjacent flange cooperates so that the stake joint is installed together with the mode of second flange by screw thread.
Another technical problem that the present invention will solve provides the another kind of interior supporting pile that is used for supporting caisson structure in open caisson construction.Supporting pile is compared interior supporting pile recited above in this, not only can further reduce labour intensity and accelerating construction progress, recycles the stake joint, has reduced the waste of resource; And its cost is cheaper.
In order to solve the problems of the technologies described above, the interior supporting pile that the present invention is used for supporting caisson structure comprises foundation pile and compound pile, and this compound pile adopts dismountable mounting means to form by plurality of sections stake joint, supporting pile in foundation pile and compound pile are fixed together and constitute.
Technique scheme is on the basis of adopting the combination of stake joint, be embedded in the underground interior supporting pile that is used for supporting caisson and change foundation pile cheaply into permanent, need the part of dismounting to adopt stake to save the mode of combination, it not only can realize reducing the advantage of labour intensity and accelerating construction progress like this, and can also recycle the stake joint, reduced the waste of resource.
Description of drawings
Fig. 1 be existing in open caisson construction caisson structure bracing or strutting arrangement schematic diagram;
Fig. 2 is the structural representation of first kind of preferred implementation of supporting pile in the present invention;
Fig. 3 a is the sectional view that stake shown in Figure 2 saves structure;
Fig. 3 b is the vertical view that stake shown in Figure 2 saves structure;
Fig. 4 is that supporting pile is applied in schematic diagram in the caisson structure in the present invention;
Fig. 5 is the structural representation of second kind of preferred implementation of supporting pile in the present invention;
Fig. 6 is the schematic diagram that stake shown in Figure 5 saves structure;
Fig. 7 is the state diagram after caisson structure sinks to the precalculated position in the weak soil layer;
Fig. 8 is the structural representation of the third preferred implementation of supporting pile in the present invention.
The specific embodiment
Below in conjunction with specification drawings and specific embodiments the present invention is used for supporting caisson structure in open caisson construction interior supporting pile is described in further detail.
As shown in Figure 2, supporting pile is made up of several stake joints 21 in the present invention, is installed together by dismountable mode between each joint 21.Need to prove in the present invention, the cross section of adjacent two stakes joint 21 should be congruent, promptly ledge can not occur,, can sink cause certain resistance by internal supporting pile because ledge is unfavorable for the interior sinking of supporting pile in soil layer in the position of two stake joints combination.Provided a kind of detachable mounting means among Fig. 2, Fig. 3 a and Fig. 3 b, in the present embodiment, stake joint 21 flanges 212 that comprise round steel pipe 211 and be installed in the round steel pipe two ends, the shape of steel pipe 211 is not limited to be circle in the specific implementation, also can select the steel pipe of other shapes (as rectangle) as the case may be.Be fixed together by the bolt 213 that passes circular hole 214 on the flange 212 between adjacent two stakes joint 21, inboard at flange 212 is fixed with nut 215 corresponding to each flange hole 214, in the present embodiment, before mounting flange 212, nut 215 is welded on flange 212 inboards in advance.Lower end of saving at lowermost end is equipped with stake point 22.Habitual flange arrangement is adopted at stake joint 21 two ends in the present embodiment, the two ends of the round steel pipe 211 that flange 212 can directly be welded, and structure is very simple, processing and manufacturing easily.
Be shown supporting pile in the present invention as Fig. 4 and be applied in schematic diagram in the caisson structure, in this figure, by being positioned at supporting pile 2 and the 4 controlled sinkings of jack 3 supporting caisson structures below the interlaced beam in length and breadth.During construction, at first squeezed into the interior supporting pile 2 of predetermined quantity in advance, in the process of piling, needed earlier several joints 21 to be combined at underground.The structure and the geological condition of open caisson depended in the submergence depth of interior supporting pile 2, quantity and distribution.After supporting pile 2 is squeezed into desired depth in treating, reserve a part of length on the ground, and in each jack 3 is set on the supporting pile 2, all jack 3 all are in elongation state, and then on jack 3, make up caisson structure 4, the shoveling of can in open caisson, constructing after caisson structure 4 makes up and finishes.
In the present invention, for the convenience of describing, jack on the interior supporting pile 3 is divided into two batches, with its difference first jack of called after and second batch of jack, as for which first jack of jack called after, which jack called after is second batch of jack, and it is different and divide to look concrete construction environment.But, when dividing, can not divide arbitrarily, guarantee caisson structure 4 when first jack is removed, the second batch of jack be supporting caisson structure 4 with security and stability.Equally, when second batch of jack was removed, first jack is supporting caisson structure 4 with security and stability also.
When needing after waiting to construct to a certain degree for the first time to sink caisson structure, operate the stroke height that whole jack shortens a setting simultaneously, caisson structure 4 has just been realized sinking for the first time.
When needing after waiting to construct to a certain degree for the second time to sink caisson structure, at first shorten first jack disengaging load and displacement and abdicate the space, from the interior supporting pile corresponding 2 dismountings one joint stake joint 21, can adopt the box spanner dismounting during dismounting with first jack; Again first jack is installed on the interior supporting pile 2 and keeps first jack to keep elongation to hold out against and accept load.Make second batch of jack shorten the disengaging load and be shifted again and abdicate the space, from the interior supporting pile corresponding 2 dismountings one joint stake joint 21, in again second batch of jack being installed on the supporting pile 2 and keep second batch of jack to keep elongation to hold out against accepting load with the second batch of jack.Whole jack all was in to extend and held out against state this moment, operated the stroke height that whole jack shortens a setting simultaneously, and open caisson 4 has just been realized sinking for the second time.
So cycling can sink to the predetermined degree of depth with caisson structure 4.In order in caisson structure sinking process, can effectively to control the each distance of sinking of caisson structure to make things convenient for the construction under the caisson structure, preferably above-mentioned stake joint 21 is made into the stake joint of equal in length, so just guarantee that the distance of the each sinking of caisson structure is identical.
During above-mentioned construction, the process of dismounting stake joint 21 is compared the existing concrete pile that blocks, and its operating process is very quick, has shortened the construction period greatly.And the stake recyclable profit of joint under the dismounting also can be had enough to meet the need use in other object of construction production, compare the reinforced concrete pile that blocks and go out of use, and supporting pile has reduced the wasting of resources in the present invention.Technique scheme is particularly useful for the more shallow geological conditions of bearing course at pile end.
Fig. 5 and the structural representation that Figure 6 shows that the another kind of preferred implementation of supporting pile in the present invention, in the present embodiment, stake joint 21 comprises steel pipe 211, is installed in second flange 42 that has internal thread that steel pipe one end has first flange 41 of flange 411 and is installed in the steel pipe other end, described flange 411 is provided with external screw thread, and the first adjacent flange 41 cooperates so that stake joint 21 is installed together with the mode of second flange 42 by screw thread.Comparing stake joint structure recited above needs to install a plurality of bolts when mounted, and the stake joint installation and removal in the present embodiment are more quick, only needs to use the roll grip pipe wrench dismounting to get final product, and helps more shortening the engineering time., this thread connecting mode is specially adapted to the compound pile of circular cross-section but not fitting into the square-section.
Yet in some soil environment, for example in the weak soil layer in area, Nansha, Guangzhou, because the creep properties of weak soil can not steady in a long-termly effectively support the caisson structure that sinking puts in place, therefore the not all stake joint of supporting pile can both be recycled in above-mentioned, in order to guarantee the long-term safety stability of caisson structure, interior supporting pile 2 is generally squeezed into the ground degree of depth up to contacting with geology ground bearing stratum, after caisson structure sinks to putting in place, stake festival-gathering between caisson structure precalculated position and geology ground bearing stratum is used for supporting caisson structure by nonvolatil staying in weak soil, this nonvolatil interior supporting pile of general title is a foundation pile 25, as shown in Figure 7.Simultaneously, after caisson structure sinks to the precalculated position, concrete bearing platform 6 can also be set between interior supporting pile and caisson structure, cushion cap 6 links together caisson structure 4 with foundation pile is permanent.Make foundation pile can bear vertical downward pressure or the pull out force that makes progress.
Owing to need to reserve in one section supporting pile supporting caisson structure permanently after caisson structure sinks to putting in place in weak soil construction, as shown in Figure 8, the interior supporting pile 2 of another structure is provided again among the present invention, and it specifically comprises foundation pile 25 that is made of PHC pile tube (prestressed high-strength concrete pile) and the compound pile 20 that adopts dismountable mounting means to form by plurality of sections stake joint 21; Wherein, supporting pile 2 in above-mentioned foundation pile 25 and compound pile 20 are fixed together and constitute.Foundation pile 25 is prefabricated PHC pile tube or reinforced concrete pile or steel pipe pile, and the length of foundation pile 25 is generally determined by designing institute by various parameters.Certainly when prefabricated PHC pile tube, must simultaneously prefabricatedly in the top can the structure that cooperate be installed, will be shaped on sharp 31 a sinking in advance with supporting pile in helping 2 in its lower end with compound pile 20.The using method of interior supporting pile 2 in open caisson construction of this structure is substantially the same with the using method of the interior supporting pile that is combined by the stake joint fully, repeats no more here.After treating that caisson structure sinks to the precalculated position, directly on foundation pile top, build concrete bearing platform to be connected caisson structure and foundation pile are nonvolatil.Make foundation pile can bear vertical downward pressure or the pull out force that makes progress.This technical scheme is particularly useful for the darker geological conditions of bearing course at pile end.
Be illustrated in figure 8 as the structural representation of the third preferred implementation of above-mentioned interior supporting pile, its underpart is a foundation pile 25, upper end at foundation pile 25 is shaped on metal foil 251 in advance, fixedlying connected by the mode of welding bottom of metal foil 251 and compound pile 20, and with the stake joint 21 of the lowermost end of foundation pile 25 welding in be provided with stress diffusion rib 252 with diffusion-induced stress and reduce stress intensity.The lower end of foundation pile 25 is a stake point 31.Certainly, foundation pile 25 is not limited to being connected of welding manner with the mounting means of compound pile 20, also can adopt other mode to connect, for example: the time with concrete prefabricated foundation pile, can be embedded with bolt in the top in advance or have the flange of nut, the flange for the treatment of bolt after the concrete setting or having a nut also is fixed thereon end, and foundation pile and compound pile just can be installed together by dismountable mode like this, so just can be with the dismounting of the joint of all piles on the foundation pile down.And the stake joint structure of compound pile can adopt the structure of the interior supporting pile of Fig. 2 or Fig. 5, repeats no more here.
Here need to prove, because the complexity and the non-horizontality of foundation pile bearing stratum of geotechnical engineering, the error that when engineering construction, inevitably has construction and design during the submergence depth of supporting pile, be after supporting pile sinks, the top absolute altitude of foundation pile may be higher than design elevation (being superelevation), also may be lower than design elevation (promptly owing high).For the situation of the top absolute altitude superelevation of foundation pile, as long as along with the pile body of the sinking amputation superelevation constantly part of open caisson, because the distance of cutting not is very long, so can't produce too much influence to construction speed.For the pile body of owing high part, just do not remove remaining stake joint 21, as long as in stake joint 21, insert reinforcing bar, penetration concrete, form the concrete filled steel tube pile body, reach design elevation and get final product, owing to be that error of calculation causes, this segment distance generally can be not oversize, and generally 1 to 2 joint stake joint gets final product compensating error.
Above disclosed only is the preferred embodiments of the present invention, can not limit the present invention's interest field certainly with this, and therefore the equivalent variations of being done according to the present patent application claim still belongs to the scope that the present invention is contained.
Claims (10)
1. an interior supporting pile that is used for supporting caisson structure is characterized in that, described interior supporting pile adopts dismountable mounting means to form by plurality of sections stake joint.
2. the interior supporting pile that is used for supporting caisson structure as claimed in claim 1 is characterized in that, the flange that described stake joint comprises steel pipe and is fixed on the steel pipe two ends is installed together by fastening stake is saved between the adjacent flange.
3. the interior supporting pile that is used for supporting caisson structure as claimed in claim 2 is characterized in that, by bolton, this bolt cooperates with the nut that is fixed therein a flange inboard between the adjacent flanges, corresponding and each flange hole of this nut.
4. the interior supporting pile that is used for supporting caisson structure as claimed in claim 1, it is characterized in that, described stake joint by steel pipe, be installed in second flange that has internal thread that steel pipe one end has first flange of flange and be installed in the steel pipe other end and constitute, described flange is provided with external screw thread, and the first adjacent flange cooperates so that the stake joint is installed together with the mode of second flange by screw thread.
5. as the arbitrary described interior supporting pile that is used for supporting caisson structure of claim 2 to 4, it is characterized in that, in described stake joint equal in length.
6. an interior supporting pile that is used for supporting caisson structure is characterized in that it comprises foundation pile and compound pile, and this compound pile adopts dismountable mounting means to form by plurality of sections stake joint, supporting pile in above-mentioned foundation pile and compound pile are fixed together and constitute.
7. the interior supporting pile that is used for supporting caisson structure as claimed in claim 6 is characterized in that, the flange that described stake joint comprises steel pipe and is fixed on the steel pipe two ends is installed together by fastening stake is saved between the adjacent flange.
8. the interior supporting pile that is used for supporting caisson structure as claimed in claim 7 is characterized in that, by bolton, this bolt cooperates with the nut that is fixed therein a flange inboard between the adjacent flanges, corresponding and each flange hole of this nut.
9. the interior supporting pile that is used for supporting caisson structure as claimed in claim 6, it is characterized in that, described stake joint by steel pipe, be installed in second flange that has internal thread that steel pipe one end has first flange of flange and be installed in the steel pipe other end and constitute, described flange is provided with external screw thread, and the first adjacent flange cooperates so that the stake joint is installed together with the mode of second flange by screw thread.
10. the interior supporting pile that is used for supporting caisson structure as claimed in claim 6 is characterized in that, described foundation pile is PHC pile tube or steel pipe pile or reinforced concrete pile.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009100389682A CN101565946B (en) | 2009-04-24 | 2009-04-24 | Internal supporting pile for supporting sinking well structure in construction of sinking wells |
| PCT/CN2010/071714 WO2010121519A1 (en) | 2009-04-24 | 2010-04-13 | Inner support pile for supporting sinking well structure during construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009100389682A CN101565946B (en) | 2009-04-24 | 2009-04-24 | Internal supporting pile for supporting sinking well structure in construction of sinking wells |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101565946A true CN101565946A (en) | 2009-10-28 |
| CN101565946B CN101565946B (en) | 2010-12-29 |
Family
ID=41282294
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009100389682A Expired - Fee Related CN101565946B (en) | 2009-04-24 | 2009-04-24 | Internal supporting pile for supporting sinking well structure in construction of sinking wells |
Country Status (2)
| Country | Link |
|---|---|
| CN (1) | CN101565946B (en) |
| WO (1) | WO2010121519A1 (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2010121519A1 (en) * | 2009-04-24 | 2010-10-28 | Ding Cixin | Inner support pile for supporting sinking well structure during construction |
| CN101851930B (en) * | 2010-01-15 | 2012-10-03 | 丁慈鑫 | Sinking device of open caisson and sinking method of open caisson with same |
| CN102900090A (en) * | 2011-07-29 | 2013-01-30 | 邹宗煊 | Non-inclined dry-operation open caisson capable of preventing water burst and land subsidence and construction method thereof |
| CN103397622A (en) * | 2013-07-29 | 2013-11-20 | 宏华海洋油气装备（江苏）有限公司 | Self-elevating platform pile leg and mounting method thereof |
| CN105951863A (en) * | 2016-06-17 | 2016-09-21 | 北京市市政四建设工程有限责任公司 | Construction device of active assembling type open caisson and construction method using same |
| CN107653881A (en) * | 2017-09-30 | 2018-02-02 | 国家电网公司 | A kind of prestressed concrete pipe pile attachment means used for transmission line |
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| CN106088105A (en) * | 2016-07-29 | 2016-11-09 | 天津大学建筑设计研究院 | A kind of assembled foundation ditch Bracing Systems |
| CN109797763A (en) * | 2019-01-25 | 2019-05-24 | 中交二航局第四工程有限公司 | Open caisson neighbour's anchoring pile localization method and location structure in a kind of water |
| CN112982465A (en) * | 2021-02-08 | 2021-06-18 | 广东耀南建设集团有限公司 | Construction method for multi-section settling type open caisson wall body |
| CN113235632B (en) * | 2021-04-14 | 2022-07-08 | 中铁二十四局集团有限公司 | Open caisson sinking device capable of automatically correcting deviation in real time and construction method |
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| GB486900A (en) * | 1936-12-12 | 1938-06-13 | British Steel Piling Co Ltd | Improvements in or relating to the construction of a concrete pile, pier, or like column |
| US5197827A (en) * | 1992-02-04 | 1993-03-30 | Lee Yuan Ho | Method for lowering a basement structure |
| CN1054414C (en) * | 1994-05-30 | 2000-07-12 | 北京市第三市政工程公司 | Positioning connection technology and equipment for underground pre-fabricated steel pipe pillar and pouring pile |
| CN201080609Y (en) * | 2007-06-20 | 2008-07-02 | 林启东 | Prestressed concrete pipe pile connecting component |
| CN101148890B (en) * | 2007-11-08 | 2010-05-19 | 中交公路规划设计院有限公司 | Bridge caisson composite pile foundation and reverse construction method thereof |
| CN201176597Y (en) * | 2008-01-28 | 2009-01-07 | 丁慈鑫 | Sinking well structure |
| CN201221081Y (en) * | 2008-06-02 | 2009-04-15 | 华升建设集团有限公司 | Connecting structure of prestressed concrete pipe pile |
| CN101509258B (en) * | 2009-03-10 | 2012-06-13 | 中国一冶集团有限公司 | Method for precontrolling subsidence slant of sinking well |
| CN101503879B (en) * | 2009-03-10 | 2012-06-13 | 中国一冶集团有限公司 | Pre-control method for preventing inclination of sinking well |
| CN101565946B (en) * | 2009-04-24 | 2010-12-29 | 丁慈鑫 | Internal supporting pile for supporting sinking well structure in construction of sinking wells |
| CN201390971Y (en) * | 2009-04-24 | 2010-01-27 | 丁慈鑫 | Inner support pile for supporting open caisson structure in open caisson construction |
| CN201433398Y (en) * | 2009-06-25 | 2010-03-31 | 丁慈鑫 | External support system for supporting open caisson structure |
| CN101591915B (en) * | 2009-06-25 | 2014-12-17 | 丁慈鑫 | Outer support system for supporting caisson structure and construction method thereof |
-
2009
- 2009-04-24 CN CN2009100389682A patent/CN101565946B/en not_active Expired - Fee Related
-
2010
- 2010-04-13 WO PCT/CN2010/071714 patent/WO2010121519A1/en active Application Filing
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2010121519A1 (en) * | 2009-04-24 | 2010-10-28 | Ding Cixin | Inner support pile for supporting sinking well structure during construction |
| CN101851930B (en) * | 2010-01-15 | 2012-10-03 | 丁慈鑫 | Sinking device of open caisson and sinking method of open caisson with same |
| CN102900090A (en) * | 2011-07-29 | 2013-01-30 | 邹宗煊 | Non-inclined dry-operation open caisson capable of preventing water burst and land subsidence and construction method thereof |
| CN103397622A (en) * | 2013-07-29 | 2013-11-20 | 宏华海洋油气装备（江苏）有限公司 | Self-elevating platform pile leg and mounting method thereof |
| CN105951863A (en) * | 2016-06-17 | 2016-09-21 | 北京市市政四建设工程有限责任公司 | Construction device of active assembling type open caisson and construction method using same |
| CN105951863B (en) * | 2016-06-17 | 2019-06-04 | 北京市市政四建设工程有限责任公司 | A kind of construction method of the construction equipment of active assembled open caisson |
| CN107653881A (en) * | 2017-09-30 | 2018-02-02 | 国家电网公司 | A kind of prestressed concrete pipe pile attachment means used for transmission line |
Also Published As
| Publication number | Publication date |
|---|---|
| CN101565946B (en) | 2010-12-29 |
| WO2010121519A1 (en) | 2010-10-28 |
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