CN204343285U - A kind of pile foundation pile crown entirety abolishes structure - Google Patents
A kind of pile foundation pile crown entirety abolishes structure Download PDFInfo
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- CN204343285U CN204343285U CN201420676000.9U CN201420676000U CN204343285U CN 204343285 U CN204343285 U CN 204343285U CN 201420676000 U CN201420676000 U CN 201420676000U CN 204343285 U CN204343285 U CN 204343285U
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Abstract
The utility model relates to a kind of pile foundation pile crown entirety and abolishes structure, comprise the main muscle of reinforcing cage, the sound detecting pipe in pile foundation and pile foundation, be set with main tendon bush higher than design pile body end face with epimere at the main muscle of reinforcing cage, between the external diameter and the internal diameter of main tendon bush of main muscle, be provided with space; Sound detecting pipe is set with sounding sleeve pipe, is provided with separator tube at the position ring of pile crown line of cut around the main muscle of reinforcing cage, separator tube comprises flexible outer tube and is through the interior muscle in flexible outer tube endoporus; After pile foundation has been built, from separator tube, extract Inner muscle out, bored and manyly will to be separated in chock insertion sorting hole from hole, knocked pile foundation and make pile crown and design pile body end face and produce and be separated; The beneficial effects of the utility model are: no longer need to search sound detecting pipe and the position of the main muscle of pile foundation steel bar cage in pile foundation, avoid and abolishing the damage and fracture to main muscle in construction; Pile crown structure after abolishing is smooth.
Description
Technical field
The utility model belongs to building pile foundation bored pile, particularly relates to a kind of pile foundation pile crown entirety and abolishes structure.
Background technology
The pile foundation of steel concrete needs to abolish pile crown after having built, and retains the reinforcing bar of pile crown and sound detecting pipe and makes it expose.Method abolished by common pile crown is the construction manually cut: this method is after cushion cap has excavated, artificial main muscle and the sound detecting pipe first digging out reinforcing cage with pneumatic pick, then pile crown separation is carried out, big machinery is adopted to be sling by pile crown again, the weak point of this method is: sound detecting pipe is easy-to-search not, quite time-consuming; Slow when digging out main muscle and the sound detecting pipe of reinforcing cage, efficiency is lower; Larger to main muscle damage; Pile crown after abolishing is uneven, and has certain destruction to pile foundation.
Summary of the invention
The purpose of this utility model proposes the technical scheme that a kind of pile foundation pile crown entirety abolishes structure.Make pile crown abolish conveniently, efficiently, avoid the damage to main muscle, ensure construction safety.
To achieve these goals, the technical solution of the utility model is: a kind of pile foundation pile crown entirety abolishes structure, comprise the main muscle of reinforcing cage, the sound detecting pipe in pile foundation and pile foundation, after pile foundation has been built, the pile crown of pile foundation is separated with pile foundation from design pile body end face place, and the position of the design pile body end face of pile foundation is pile crown line of cut; Be set with main tendon bush higher than design pile body end face with epimere at the main muscle of described reinforcing cage, between the external diameter and the internal diameter of main tendon bush of described main muscle, be provided with space; Described sound detecting pipe is set with sounding sleeve pipe, between the external diameter and the internal diameter of sounding sleeve pipe of sound detecting pipe, is provided with space; Be enclosed within the lower end of the main tendon bush on main muscle lower than described pile crown line of cut; Be provided with separator tube at the position ring of pile crown line of cut around the main muscle of reinforcing cage, described separator tube comprises flexible outer tube and is through the interior muscle in flexible outer tube endoporus.
Further, described main tendon bush and sounding sleeve pipe are PE pipes; Between the external diameter and the internal diameter of main tendon bush of described main muscle, be provided with the space being not less than 5mm, between the external diameter and the internal diameter of sounding sleeve pipe of described sound detecting pipe, be provided with the space being not less than 5mm;
In the space between the external diameter and the internal diameter of main tendon bush of described main muscle, there is void filler, between the external diameter and the internal diameter of sounding sleeve pipe of described sound detecting pipe, also have described void filler; Void filler comprises plastic foil, foamed glue.
Further, higher than the upper end of described main muscle, there is top filler the upper end of described main tendon bush in the pipeline section of main tendon bush higher than main muscle upper end; , higher than the upper end of described sound detecting pipe, also there is described top filler the upper end of described sounding sleeve pipe in the pipeline section of sounding sleeve pipe higher than sound detecting pipe upper end; Described top filler comprises foamed glue;
Be provided with between the lower end of main tendon bush and main muscle for fixing main tendon bush and the sealant tape in closed gap between main tendon bush and main muscle, be provided with between the lower end of sounding sleeve pipe and sound detecting pipe for fixing sounding sleeve pipe and the sealant tape in closed gap between sounding sleeve pipe and sound detecting pipe.
Further, the upper end of described main tendon bush is higher than the upper end 75mm of described main muscle, and the upper end of described sounding sleeve pipe is higher than the upper end 75mm of described sound detecting pipe; The lower end of main tendon bush is lower than described pile crown line of cut 25mm, and the lower end of described sounding sleeve pipe is lower than described pile crown line of cut 25mm.
Further, two security strips preventing from rising of steel cage from causing separator tube position offseting are provided with at described reinforcing cage bottom position; Described security strip is welded on the wide 50mm of reinforcing cage lower end, the steel plate of thick 5mm, and two security strips become right-angled intersection to arrange.
Further, the flexible outer tube of described separator tube is rubber tube, and described interior muscle is wire rope, and between the internal diameter and the external diameter of interior muscle of flexible outer tube, be provided with space, the space between described flexible outer tube and interior muscle is 5mm ~ 10mm, in space, be filled with fine sand.
Further, the two ends of described separator tube are provided with the sealant tape for shutoff termination; Separator tube is banded on described main tendon bush, can be moved by muscle in the separator tube after colligation in flexible outer tube; Separator tube is provided with the extension extended to pile foundation outer wall direction in end.
The beneficial effects of the utility model are: no longer need to search sound detecting pipe and the position of the main muscle of pile foundation steel bar cage in pile foundation, avoid and abolishing the damage and fracture to main muscle in construction; Pile crown structure after abolishing is smooth, and integral hoisting relatively manually to cut method safer, reliable, avoid casualties.
Below in conjunction with drawings and Examples, the utility model is described in detail.
Accompanying drawing explanation
Fig. 1 is the utility model structure chart, and because of the restriction of accompanying drawing breadth, reinforcing cage is compressed in short transverse;
Fig. 2 is the main muscle of the utility model reinforcing cage and sound detecting pipe drawing of site;
Fig. 3 is the main muscle of the utility model, main tendon bush, separator tube structure chart;
Fig. 4 is the utility model main tendon bush top junction composition;
Fig. 5 is the main tendon bush chart at the bottom of of the utility model.
Detailed description of the invention
As Fig. 1 to Fig. 5, a kind of pile foundation pile crown entirety abolishes structure, comprise the main muscle 11 of reinforcing cage, the sound detecting pipe 12 in pile foundation and pile foundation, after pile foundation has been built, the pile crown 14 of pile foundation 13 is separated with pile foundation from design pile body end face place, and the position of the design pile body end face of pile foundation is pile crown line of cut 15; The main muscle exposing cushion cap at described reinforcing cage is set with main tendon bush 20, between the external diameter and the internal diameter of main tendon bush of described main muscle, is provided with space; Described sound detecting pipe is set with sounding sleeve pipe 30, between the external diameter and the internal diameter of sounding sleeve pipe of sound detecting pipe, is provided with space; Be enclosed within the lower end of the main tendon bush on main muscle lower than described pile crown line of cut; Separator tube 40 is provided with around the main muscle of reinforcing cage, the interior muscle 42 that described separator tube comprises flexible outer tube 41 and is through in flexible outer tube endoporus at the position ring of pile crown line of cut.
In order to enable main tendon bush depart from main muscle smoothly, described main tendon bush and sounding sleeve pipe adopt PE to manage usually; Between the external diameter and the internal diameter of main tendon bush of described main muscle, be provided with the space being not less than 5mm, between the external diameter and the internal diameter of sounding sleeve pipe of described sound detecting pipe, be provided with the space being not less than 5mm.
In order to enable main tendon bush stably be enclosed within main muscle, in the space between the external diameter and the internal diameter of main tendon bush of described main muscle, there is void filler 21, between the external diameter and the internal diameter of sounding sleeve pipe of described sound detecting pipe, also having described void filler; Void filler comprises plastic foil, foamed glue.Void filler can also avoid main tendon bush directly to contact with main muscle, also avoids sounding sleeve pipe directly to contact with sound detecting pipe, and pile crown main tendon bush when being lifted is slided smoothly along main muscle.
In order to prevent main muscle upper end from contacting with concrete, higher than the upper end of described main muscle, there is top filler 22 upper end of described main tendon bush in the pipeline section of main tendon bush higher than main muscle upper end; , higher than the upper end of described sound detecting pipe, also there is described top filler the upper end of described sounding sleeve pipe in the pipeline section of sounding sleeve pipe higher than sound detecting pipe upper end; Described top filler comprises foamed glue;
There is sealant tape 23 seal and fix between the lower end of main tendon bush and main muscle, have sealant tape to seal between the lower end of sounding sleeve pipe and sound detecting pipe and fix.Concrete grout can be avoided to infiltrate main tendon bush and sounding sleeve pipe from lower end while fixing main tendon bush and sounding sleeve pipe.
Two security strips 16 preventing rising of steel cage from causing separator tube position to offset are provided with at described reinforcing cage bottom position.
In order to enable interior muscle successfully extract out from flexible outer tube, between the internal diameter and the external diameter of interior muscle of flexible outer tube, be provided with space, the space between described flexible outer tube and interior muscle is 5mm ~ 10mm, is filled with fine sand 43 in space.
The two ends of described separator tube are provided with the sealant tape for shutoff termination; Separator tube is banded on described main tendon bush, can be moved by muscle in the separator tube after colligation in flexible outer tube; Separator tube is provided with the extension 44 extended to pile foundation outer wall direction in end.
Embodiment one:
As Fig. 1 to Fig. 5, a kind of pile foundation pile crown entirety abolishes structure, comprise the main muscle 11 of reinforcing cage, the sound detecting pipe 12 in pile foundation and pile foundation, after pile foundation has been built, the pile crown of pile foundation is separated with pile foundation from design pile body end face place, and the position of the design pile body end face of pile foundation is pile crown line of cut 15.The Reinforced Concrete Circular Cylinder body of pile foundation to be diameter be D1=1500mm, reinforcing cage is provided with 30 main muscle, and main muscle is the reinforcing bar of diameter 25mm, and main muscle is along the cylindrical circle distribution of pile foundation, and the distribution radius of circle at Zhu Jin center is R1=690mm; Have 3 sound detecting pipes symmetrical with the center line of pile foundation, every root sound detecting pipe is R2=500mm to the distance of pile foundation center line, and sound detecting pipe adopts the steel pipe of latus rectum DN50; The main muscle of designing requirement and sound detecting pipe exceed design pile body end face (namely exceeding pile crown line of cut) L0=1000mm.
The main muscle exposing cushion cap at described reinforcing cage is set with main tendon bush 20, the PE pipe of described main tendon bush to be internal diameter be 35mm; The space of 5mm is had between the external diameter and the internal diameter of main tendon bush of main muscle; The length of main tendon bush is 1100mm, and after muscle become owner of by main tendon bush cover, the upper end of main tendon bush is higher than the upper end L1=75mm of described main muscle, and the lower end of main tendon bush is lower than pile crown line of cut L3=25mm.Void filler 21 is had in the space between the external diameter and the internal diameter of main tendon bush of main muscle, the void filler that the present embodiment adopts is plastic foil and foamed glue, described plastic foil is wrapped on main muscle external diameter, and blend compounds band is fixed on main muscle, at plastic foil trypsin method foamed glue.Top filler 22 is had in the pipeline section of main tendon bush higher than main muscle upper end; Top filler in the present embodiment is foamed plastic.Be provided with between the lower end of main tendon bush and main muscle for fixing main tendon bush and the sealant tape 23 in closed gap between main tendon bush and main muscle.
Described sound detecting pipe is set with sounding sleeve pipe 30, the steel pipe of sound detecting pipe to be external diameter be 50mm.The PE pipe of described sounding sleeve pipe to be internal diameter be 60mm, has the space of 5mm between the external diameter and the internal diameter of sounding sleeve pipe of sound detecting pipe; The length of sounding sleeve pipe is 1100mm, and after sounding casing pipe sleeve enters sound detecting pipe, the upper end of sounding sleeve pipe is higher than the upper end 75mm of described sound detecting pipe, and the lower end of sounding sleeve pipe is lower than described line of cut 25mm.Void filler 21 is had in the space between the external diameter and the internal diameter of sounding sleeve pipe of sound detecting pipe, the void filler that the present embodiment adopts is plastic foil and foamed glue, described plastic foil is wrapped on sound detecting pipe external diameter, and blend compounds band is fixed on sound detecting pipe, at plastic foil trypsin method foamed glue.Top filler 22 is had in the pipeline section of sounding sleeve pipe higher than sound detecting pipe upper end; Top filler in the present embodiment is foamed plastic.Be provided with between the lower end of sounding sleeve pipe and sound detecting pipe for fixing sounding sleeve pipe and the sealant tape in closed gap between sounding sleeve pipe and sound detecting pipe.Sounding sleeve pipe is identical with the architectural feature of main muscle with main tendon bush with the architectural feature of sound detecting pipe, marks as accompanying drawing.
Separator tube 40 is provided with around the main muscle of reinforcing cage, the interior muscle 42 that described separator tube comprises flexible outer tube 41 and is through in flexible outer tube endoporus at the position ring of pile crown line of cut.The rubber tube of the flexible outer tube of separator tube to be external diameter be 40mm, wall thickness 2.5mm, the wire rope of described interior muscle to be diameter be 20mm, is provided with the space of 7.5mm, in described space, is filled with fine sand between the internal diameter and the external diameter of interior muscle of flexible outer tube.Separator tube steel wire 45 is banded on main tendon bush, and colligation dynamics should appropriateness, can be moved by muscle in the separator tube after colligation in flexible outer tube.
Two security strips 16 preventing rising of steel cage from causing separator tube position to offset are provided with at described reinforcing cage bottom position; Described security strip is welded on the wide 50mm of reinforcing cage lower end, the steel plate of thick 5mm, and two security strips become right-angled intersection to arrange.
Embodiment two:
The overall restructuring bankrupt of a kind of pile foundation pile crown, described method adopts a kind of pile foundation pile crown entirety of embodiment one to abolish structure, and be separated with pile foundation from design pile body end face by the pile crown of pile foundation, the position of the design pile body end face of pile foundation is pile crown line of cut; The step of described method comprises:
A. the length of described main tendon bush and sounding sleeve pipe is determined according to the position of the pile crown line of cut of reinforcing cage main muscle upper end and pile foundation.The main muscle of designing requirement exceeds design pile body end face (namely exceeding pile crown line of cut) 1000mm, and the upper end of main tendon bush is higher than the upper end 75mm of main muscle, and the lower end of main tendon bush is lower than pile crown line of cut 25mm, and the length that can calculate main tendon bush is thus 1100mm; The diameter of main muscle is 25mm, should retain the space being not less than 5mm between main muscle external diameter and the internal diameter of main tendon bush, cuts out the PE pipe 30 that the long external diameter of 1100mm is 40mm, internal diameter is 35mm.
The upper end of sounding sleeve pipe is higher than the upper end 75mm of sound detecting pipe; The lower end of sounding sleeve pipe is lower than pile crown line of cut 25mm, the length that can calculate sounding sleeve pipe is thus 1100mm, the external diameter of sound detecting pipe is 50mm, the space being not less than 5mm should be retained between the internal diameter of sound detecting pipe external diameter and sounding sleeve pipe, cut out the PE pipe 3 that the long external diameter of 1100mm is 65mm, internal diameter is 60mm.
Two security strips preventing from rising of steel cage from causing separator tube position offseting are provided with at described reinforcing cage bottom position; Described security strip is security strip be width is 50mm, thickness is the steel plate of 5mm, and two security strips become right-angled intersection to arrange, the vertical main muscle in security strip width face.
B. the length section that main muscle needs cover to become owner of tendon bush is the length of lower end to main muscle top of main tendon bush, thus void filler is set at the length section of main muscle downward 1025mm from top, void filler is foamed glue and plastic foil, described plastic foil is wrapped on main muscle external diameter, blend compounds band is fixed on main muscle, at plastic foil trypsin method foamed glue.
Sound detecting pipe needs the length section being inserted in sounding sleeve pipe to be the length of lower end to sound detecting pipe top of sounding sleeve pipe, void filler is put thus at the length section of sound detecting pipe downward 1025mm from top, void filler is foamed glue and plastic foil, described plastic foil is wrapped on sound detecting pipe external diameter, blend compounds band is fixed in sounding, at plastic foil trypsin method foamed glue.
C. the main tendon bush cut by step a is inserted in the main muscle being provided with void filler by step b, be enclosed within the lower end of the main tendon bush on main muscle lower than pile crown line of cut 25mm, sealant tape is wound around in the lower end of main tendon bush, sealant tape cover main tendon bush length L4=50mm, cover the length L5=50mm(of main muscle as shown in Figure 5), be wound around the number of turns and be not less than 5 circles, sealant tape makes the gap between main tendon bush and main muscle be sealed and makes main tendon bush be fixed on main muscle; The sounding sleeve pipe cut by step a is inserted in the sound detecting pipe being provided with void filler by step b, be enclosed within the position of lower end lower than 25mm below pile crown line of cut of the sounding sleeve pipe on sound detecting pipe, sealant tape is wound around in the lower end of sounding sleeve pipe, the length of sealant tape covering sounding sleeve pipe is 50mm, the length covering sounding is 50mm, be wound around the number of turns and be not less than 5 circles, the gap between sounding sleeve pipe and sound detecting pipe is sealed and sounding sleeve pipe is fixed on sound detecting pipe.To main tendon bush higher than filling-foam glue in the pipeline section of main muscle upper end; To sounding sleeve pipe higher than filling-foam glue in the pipeline section of sound detecting pipe upper end.
D. flexible outer tube and the Inner muscle of described separator tube is cut according to the length of enclosing around reinforcing cage main muscle one and described extension; Flexible outer tube is external diameter is 40mm, internal diameter is the rubber tube of 35mm, the wire rope of Inner muscle to be diameter be 20mm; The extension of flexible outer tube is 100mm, the length around main muscle one circle of reinforcing cage and extension is surveyed with flexible outer tube, the flexible outer tube Inner muscle identical with flexible outer tube with length is cut by the length of actual measurement, interior muscle is penetrated in the endoporus of flexible outer tube, in the space between flexible outer tube and interior muscle, fill fine sand, the two ends sealant tape of separator tube seals.
E. separator tube steps d made has the reinforcing cage of main tendon bush main muscle one circle at pile crown line of cut position ring around cover, and separator tube arranges the extension extended to pile foundation outer wall direction at two ends joining place; Adopt steel wire by separator tube colligation on the external diameter of main tendon bush, during colligation, first by steel wire tighten on main tendon bush, then colligation separator tube, controls the colligation dynamics of separator tube, muscle in the separator tube after by colligation is moved in flexible outer tube.
F. to pile foundation concreting, concretely build the position highly exceeding separator tube, when concreting, the two ends junction of separator tube is marked.
G. after pile foundation concrete reaches hardness requirement, excavation pile foundation makes the above position of pile crown line of cut expose, according to the mark of step f to the two ends junction of separator tube, the concrete of the two ends junction of hammering separator tube, makes the two ends junction of separator tube expose the extension of separator tube; Remove in the termination of extension the sealant tape be wound around, from separator tube, extract Inner muscle out.Continue along pile crown line of cut position hammering concrete, the concrete between separator tube and pile foundation outer wall is come off, and separator tube exposes.When extracting Inner muscle out, thickness because the intensity of Inner muscle is higher, between separator tube and pile foundation outer wall is less, makes the concrete between separator tube and pile foundation outer wall come off sometimes, whole separator tube is pulled out, therefore can, no longer along pile crown line of cut position hammering concrete, operation be simplified.
H. use hammer drill to bore 6 sorting holes around pile foundation to vertical pile body direction along the position ring of separator tube in pile foundation, the degree of depth of described sorting hole is not less than 300mm; Then will be separated chock to insert in sorting hole, pile foundation is knocked in the position along separator tube, is separated until sorting hole place pile crown produces with design pile body end face.
I. use lifting machine to hang out the top pile crown be separated with pile foundation pile body, main tendon bush and sounding sleeve pipe are together hung out with described top pile crown.Then the plastic foil of colligation on main muscle and sound detecting pipe and foamed glue (i.e. described void filler) is removed.
Claims (7)
1. a pile foundation pile crown entirety abolishes structure, comprise the main muscle of reinforcing cage, the sound detecting pipe in pile foundation and pile foundation, after pile foundation has been built, the pile crown of pile foundation has been separated with pile foundation from design pile body end face place, and the position of the design pile body end face of pile foundation is pile crown line of cut; It is characterized in that, be set with main tendon bush higher than design pile body end face with epimere at the main muscle of described reinforcing cage, between the external diameter and the internal diameter of main tendon bush of described main muscle, be provided with space; Described sound detecting pipe is set with sounding sleeve pipe, between the external diameter and the internal diameter of sounding sleeve pipe of sound detecting pipe, is provided with space; Be enclosed within the lower end of the main tendon bush on main muscle lower than described pile crown line of cut; Be provided with separator tube at the position ring of pile crown line of cut around the main muscle of reinforcing cage, described separator tube comprises flexible outer tube and is through the interior muscle in flexible outer tube endoporus.
2. a kind of pile foundation pile crown entirety according to claim 1 abolishes structure, it is characterized in that, described main tendon bush and sounding sleeve pipe are PE pipes; Between the external diameter and the internal diameter of main tendon bush of described main muscle, be provided with the space being not less than 5mm, between the external diameter and the internal diameter of sounding sleeve pipe of described sound detecting pipe, be provided with the space being not less than 5mm;
In the space between the external diameter and the internal diameter of main tendon bush of described main muscle, there is void filler, between the external diameter and the internal diameter of sounding sleeve pipe of described sound detecting pipe, also have described void filler; Void filler comprises plastic foil, foamed glue.
3. a kind of pile foundation pile crown entirety according to claim 1 abolishes structure, it is characterized in that, higher than the upper end of described main muscle, there is top filler the upper end of described main tendon bush in the pipeline section of main tendon bush higher than main muscle upper end; , higher than the upper end of described sound detecting pipe, also there is described top filler the upper end of described sounding sleeve pipe in the pipeline section of sounding sleeve pipe higher than sound detecting pipe upper end; Described top filler comprises foamed glue;
Be provided with between the lower end of main tendon bush and main muscle for fixing main tendon bush and the sealant tape in closed gap between main tendon bush and main muscle, be provided with between the lower end of sounding sleeve pipe and sound detecting pipe for fixing sounding sleeve pipe and the sealant tape in closed gap between sounding sleeve pipe and sound detecting pipe.
4. a kind of pile foundation pile crown entirety according to claim 3 abolishes structure, it is characterized in that, the upper end of described main tendon bush is higher than the upper end 75mm of described main muscle, and the upper end of described sounding sleeve pipe is higher than the upper end 75mm of described sound detecting pipe; The lower end of main tendon bush is lower than described pile crown line of cut 25mm, and the lower end of described sounding sleeve pipe is lower than described pile crown line of cut 25mm.
5. a kind of pile foundation pile crown entirety according to claim 1 abolishes structure, it is characterized in that, is provided with two security strips preventing from rising of steel cage from causing separator tube position offseting at described reinforcing cage bottom position; Described security strip is welded on the wide 50mm of reinforcing cage lower end, the steel plate of thick 5mm, and two security strips become right-angled intersection to arrange.
6. a kind of pile foundation pile crown entirety according to claim 1 abolishes structure, it is characterized in that, the flexible outer tube of described separator tube is rubber tube, described interior muscle is wire rope, space is provided with between the internal diameter and the external diameter of interior muscle of flexible outer tube, space between described flexible outer tube and interior muscle is 5mm ~ 10mm, in space, be filled with fine sand.
7. a kind of pile foundation pile crown entirety according to claim 6 abolishes structure, and it is characterized in that, the two ends of described separator tube are provided with the sealant tape for shutoff termination; Separator tube is banded on described main tendon bush, can be moved by muscle in the separator tube after colligation in flexible outer tube; Separator tube is provided with the extension extended to pile foundation outer wall direction in end.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420676000.9U CN204343285U (en) | 2014-11-13 | 2014-11-13 | A kind of pile foundation pile crown entirety abolishes structure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420676000.9U CN204343285U (en) | 2014-11-13 | 2014-11-13 | A kind of pile foundation pile crown entirety abolishes structure |
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| CN204343285U true CN204343285U (en) | 2015-05-20 |
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| CN201420676000.9U Expired - Fee Related CN204343285U (en) | 2014-11-13 | 2014-11-13 | A kind of pile foundation pile crown entirety abolishes structure |
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Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104343115A (en) * | 2014-11-13 | 2015-02-11 | 中交隧道工程局有限公司 | Structure and method for integrally breaking pile head of pile foundation |
| CN105735317A (en) * | 2016-03-09 | 2016-07-06 | 中天路桥有限公司 | Construction technology for removing pile heads of cast-in-place piles |
| CN106087981A (en) * | 2016-06-08 | 2016-11-09 | 中国十七冶集团有限公司 | A kind of cast-in-situ bored pile pile crown and pile crown restructuring bankrupt thereof |
| CN106400804A (en) * | 2016-11-17 | 2017-02-15 | 宁波市政工程建设集团股份有限公司 | Obstructing pulling method pile digging construction device and method |
| CN106930289A (en) * | 2017-03-10 | 2017-07-07 | 东南大学 | A kind of noiseless broken pile device and broken pile method |
| CN108547304A (en) * | 2018-05-17 | 2018-09-18 | 山东电力建设第三工程有限公司 | The invalid pile crown of deposited reinforced concrete pile integrally abolishes construction technology |
| CN109024597A (en) * | 2018-07-18 | 2018-12-18 | 中铁城建集团第三工程有限公司 | It is a kind of to accelerate the casing and its construction method that pile crown is abolished |
| CN109629557A (en) * | 2018-12-18 | 2019-04-16 | 五冶集团上海有限公司 | A kind of cast-in-situ bored pile pile crown isolating device and its application method |
| CN111236230A (en) * | 2020-01-17 | 2020-06-05 | 徐胜祥 | Construction method of pre-arranged type fracture concrete pile head |
| EP3771774A1 (en) * | 2019-07-30 | 2021-02-03 | Marti Gründungstechnik AG | Drill head, reinforcing cage and drilling unit for making piles |
| CN112442933A (en) * | 2020-11-30 | 2021-03-05 | 河南理工大学 | Deicing system for bridge deck of energy pile of plastic suction sounding pipe and construction method of deicing system |
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- 2014-11-13 CN CN201420676000.9U patent/CN204343285U/en not_active Expired - Fee Related
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104343115A (en) * | 2014-11-13 | 2015-02-11 | 中交隧道工程局有限公司 | Structure and method for integrally breaking pile head of pile foundation |
| CN105735317A (en) * | 2016-03-09 | 2016-07-06 | 中天路桥有限公司 | Construction technology for removing pile heads of cast-in-place piles |
| CN106087981A (en) * | 2016-06-08 | 2016-11-09 | 中国十七冶集团有限公司 | A kind of cast-in-situ bored pile pile crown and pile crown restructuring bankrupt thereof |
| CN106400804A (en) * | 2016-11-17 | 2017-02-15 | 宁波市政工程建设集团股份有限公司 | Obstructing pulling method pile digging construction device and method |
| CN106930289B (en) * | 2017-03-10 | 2019-03-12 | 东南大学 | A kind of noiseless broken pile device and broken pile method |
| CN106930289A (en) * | 2017-03-10 | 2017-07-07 | 东南大学 | A kind of noiseless broken pile device and broken pile method |
| CN108547304A (en) * | 2018-05-17 | 2018-09-18 | 山东电力建设第三工程有限公司 | The invalid pile crown of deposited reinforced concrete pile integrally abolishes construction technology |
| CN109024597A (en) * | 2018-07-18 | 2018-12-18 | 中铁城建集团第三工程有限公司 | It is a kind of to accelerate the casing and its construction method that pile crown is abolished |
| CN109629557A (en) * | 2018-12-18 | 2019-04-16 | 五冶集团上海有限公司 | A kind of cast-in-situ bored pile pile crown isolating device and its application method |
| EP3771774A1 (en) * | 2019-07-30 | 2021-02-03 | Marti Gründungstechnik AG | Drill head, reinforcing cage and drilling unit for making piles |
| CH716469A1 (en) * | 2019-07-30 | 2021-02-15 | Marti Gruendungstechnik Ag | Drilling head, reinforcement cage and drilling unit for making piles. |
| CN111236230A (en) * | 2020-01-17 | 2020-06-05 | 徐胜祥 | Construction method of pre-arranged type fracture concrete pile head |
| CN112442933A (en) * | 2020-11-30 | 2021-03-05 | 河南理工大学 | Deicing system for bridge deck of energy pile of plastic suction sounding pipe and construction method of deicing system |
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