CN206090655U - Injected hole block structure - Google Patents

Injected hole block structure Download PDF

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Publication number
CN206090655U
CN206090655U CN201621099082.0U CN201621099082U CN206090655U CN 206090655 U CN206090655 U CN 206090655U CN 201621099082 U CN201621099082 U CN 201621099082U CN 206090655 U CN206090655 U CN 206090655U
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CN
China
Prior art keywords
injected hole
cock
plugging structure
cock body
pile pipe
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Active
Application number
CN201621099082.0U
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Chinese (zh)
Inventor
刘冬
顾国荣
李晓勇
李明
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Shanghai Survey Design And Research Institute Group Co ltd
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Shanghai Geotechnical Investigations and Design Institute Co Ltd
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Priority to CN201621099082.0U priority Critical patent/CN206090655U/en
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Abstract

The utility model provides an injected hole block structure, include the injected hole formed at a pipe pipe wall, still include shutoff stopper, the shutoff stopper is including a cock body and a cock cap, the cock cap formed at the first end of cock body, the cock body is inserted and is located in the injected hole and with the sealed cooperation of injected hole, the cock cap set up in the stake pipe pipe wall outside covers the injected hole. The utility model discloses an injected hole block structure has simple structure, prevents to block up effectual, as not influence slip casting advantage.

Description

Injected hole plugging structure
Technical field
This utility model is related to building engineering field, more particularly to a kind of injected hole plugging structure.
Background technology
In the area that groundwater level is higher, supporting course is poor, existing building is as superstructure is transformed or itself is reached The reasons such as design life, construction foundation bearing capacity are not enough, cause differential settlement of buildings, local run-off the straight.If Take effective measures not in time and building lot is reinforced, improve foundation bearing capacity and control building deformation, inequality can be caused Even sedimentation continues increase, will cause superstructure problems of crack, affects the normal using the use for even threatening building of building Safety, it is therefore desirable to which strengthening of foundation is carried out to existing building.
Conventional anchor jacked pile combines the characteristics of anchor pole and stake, can be used for the correcting and then reinforcing of existing building.But it is existing There is the injected hole of anchor jacked pile generally using the borehole structure being directly opened on tube wall, be not provided with corresponding plugging structure, So that entering in steel pipe by injected hole in the outer silt of piling pile or subsoil water, and then later stage slip casting may be caused Blockage cannot slip casting problem.
The content of the invention
For above-mentioned deficiency of the prior art, this utility model provides a kind of injected hole plugging structure, with structure letter Singly, blockage resisting effect is good, do not affect the advantage of slip casting.
To achieve these goals, this utility model provides a kind of injected hole plugging structure, including being formed at a pile pipe pipe The injected hole of wall, also including a closure plug, the closure plug includes a cock body and a cock cap, and the cock cap is formed at the cock body First end, the cock body is inserted in the injected hole and coordinated with injected hole sealing, and the cock cap is arranged at described On the outside of pile pipe tube wall and cover the injected hole.
Further improvement of the utility model is that, also including a protection component, the injected hole guard member is fixed on institute State pile pipe tube wall and cover at the closure beyond the Great Wall.
Further improvement of the utility model is that the protection component includes a cover body and a filling member, the cover body It is fixed on the pile pipe tube wall and covers at the closure beyond the Great Wall, the cover body cooperatively forms an opening with the pile pipe tube wall, The filling member is filled in the cover body and covers the closure plug.
Further improvement of the utility model is that the cover body adopts angle steel, and two limbs of the angle steel are triangular in shape.
Further improvement of the utility model is that the opening is towards the direction at the top of the neighbouring pile pipe.
Further improvement of the utility model is, the cock body is in taper type, the outer described without leave cock body of the cock body First end be gradually reduced to the second end of the cock body.
Further improvement of the utility model is that the cock cap is curved away from the surface of the side of the cock body.
Further improvement of the utility model is that the second end of the cock body forms a limiting section, and the limiting section sets It is placed on the inside of the pile pipe tube wall, the closure plug adopts flexible material.
Further improvement of the utility model is that a reinforced sheet is provided with the cock cap.
This utility model is as a result of above technical scheme so as to have the advantages that:
Closure plug prevents injected hole for preventing silt and subsoil water on the outside of pile pipe from entering into inside pile pipe from injected hole Blocked by silt, it is ensured that in the unobstructed of closure plug abjection grouting behind shaft or drift lining hole.Protection component is used to further protect injected hole, prevents outer Portion's silt compressing closure plug, affects the abjection of closure plug.Closure plug adopts flexible material, strengthens closure plug and injected hole sealing And connectivity robustness.When cock cap is curved away from the surface of the side of cock body so that the thickness of cock body and cock cap connecting portion compared with Greatly, strengthen the rigidity of closure plug, prevent closure plug to be pressed in pile pipe under the pressure effect of outside water and soil.Cover body is used to prevent The closure that outside sandy soil are caused to injected hole during pile pipe is pushed and buried, the closure plug that is set to of opening are deviate from and are in the milk Passage has been reserved in the pouring of liquid.Filling member is used to prevent envelope from being produced loosening by water and soil disturbance during being blocked in piling.Opening court Direction at the top of neighbouring pile pipe, it is ensured that the abjection space of closure plug and filling member.The employing of reinforced sheet, enhances the anti-of cock cap Pressure rigidity.When cock body is in taper type so that the installation of closure plug is more convenient, and more successfully can depart from from injected hole.
Description of the drawings
Structural representations of the Fig. 1 for the injected hole plugging structure of this utility model first embodiment;
Enlarged sections of the Fig. 2 for the closure plug of this utility model first embodiment;
Enlarged sections of the Fig. 3 for the closure plug of this utility model second embodiment;
Enlarged sections of the Fig. 4 for the closure plug of this utility model 3rd embodiment.
Specific embodiment
Below according to accompanying drawing 1-4, preferred embodiment of the present utility model is given, and is described in detail, enabled preferably Understand function of the present utility model, feature.
Fig. 1 is referred to, a kind of injected hole plugging structure of this utility model embodiment one is managed including a pile pipe 1 is formed at The injected hole of wall, a closure plug 2 and a protection component 3.Wherein, closure plug 2 is inserted in injected hole and is matched somebody with somebody with injected hole sealing Close, the protection cover of component 3 is fixed on 1 tube wall of pile pipe and covers at outside closure plug 2.
Closure plug 2 is used to prevent silt and subsoil water on the outside of pile pipe 1 from entering into inside pile pipe 1 from injected hole, prevents note Slurry hole is blocked by silt, it is ensured that deviate from the unobstructed of grouting behind shaft or drift lining hole in closure plug 2.Protection component 3 is used to further protect injected hole, Outside silt compressing closure plug 2 is prevented, the abjection of closure plug 2 is affected.
Fig. 1 and Fig. 2 is referred to, closure plug 2 includes a cock body 21 and a cock cap 22, and cock cap 22 is formed at the first of cock body 21 End, cock body 21 are inserted in injected hole, and cock cap 22 is arranged on the outside of 1 tube wall of pile pipe and covers injected hole.In the present embodiment, cock cap 22 is curved away from the surface of the side of cock body 21.Second end of cock body 21 forms a limiting section 23, and limiting section 23 is arranged at stake On the inside of 1 tube wall of pipe.Closure plug 2 adopts flexible material, strengthens closure plug 2 and injected hole sealing and connectivity robustness.This enforcement In example, closure plug 2 directly adopts quality of rubber materials, and cock cap 22 is curved away from the surface of the side of cock body 21 so that cock body 21 with The thickness of 22 connecting portion of cock cap is larger, strengthens the rigidity of closure plug 2, prevents from blocking the quilt under the pressure effect of outside water and soil of plug 2 In press-in pile pipe 1.
Fig. 1 is referred to, protection component 3 includes a cover body 31 and a filling member 32, and cover body 31 is fixed on 1 tube wall of pile pipe and covers Outside closure plug 2, cover body 31 cooperatively forms an opening with 1 tube wall of pile pipe, and filling member 32 is filled in cover body 31 and covers envelope Blocking 2.In the present embodiment, cover body 31 adopts angle steel, and two limbs of angle steel are triangular in shape.In other embodiments, cover body 31 can be adopted Any structure blocked outside plug 2 is open and is covered at cooperatively forming with 1 tube wall of pile pipe.Opening is towards at the top of neighbouring pile pipe 1 Direction.
Cover body 31 is used for the closure for preventing outside sandy soil during pile pipe 1 is pushed and buried from causing to injected hole, opening Be set to block 2 abjection of plug and passage has been reserved in the pouring of grouting liquid.Filling member 32 is used to prevent closure plug 2 in piling process In by water and soil disturbance produce loosening.Opening is towards the direction at the top of neighbouring pile pipe 1, it is ensured that the abjection of closure plug 2 and filling member 32 Space.
Refer to the note of Fig. 3, a kind of injected hole plugging structure of this utility model embodiment two, its structure and embodiment one Slurry hole plugging structure is essentially identical, and its difference is:The cock cap 22 of closure plug 2 is in plane away from the surface of the side of cock body 21, A reinforced sheet 24 is provided with cock cap 22.In the present embodiment, reinforced sheet 24 adopts steel disc.The employing of reinforced sheet 24, enhances plug The compressional stiffness of cap 22.
Refer to the note of Fig. 4, a kind of injected hole plugging structure of this utility model embodiment three, its structure and embodiment one Slurry hole plugging structure is essentially identical, and its difference is:Closure plug 2 only includes a cock body 21 and a cock cap 22, the cock cap of closure plug 2 22 is in plane away from the surface of the side of cock body 21, and cock body 21 is in taper type, the first end of the outer cock body without leave 21 of cock body 21 to Second end of cock body 21 is gradually reduced.Cock body 21 is in taper type so that the installation of closure plug 2 is more convenient, and can be more smooth Ground departs from from injected hole.
This utility model is described in detail above in association with accompanying drawing embodiment, those skilled in the art can root Many variations example is made to this utility model according to described above.Thus, some of embodiment details should not be constituted to this practicality New restriction, this utility model is by the scope defined using appended claims as protection domain of the present utility model.

Claims (9)

1. a kind of injected hole plugging structure, including the injected hole for being formed at a pile pipe tube wall, it is characterised in that also including a closure Plug, the closure plug include a cock body and a cock cap, and the cock cap is formed at the first end of the cock body, and the cock body is inserted in Coordinate in the injected hole and with injected hole sealing, the cock cap is arranged on the outside of the pile pipe tube wall and covers the note Slurry hole.
2. injected hole plugging structure according to claim 1, it is characterised in that also including a protection component, the slip casting Hole guard member is fixed on the pile pipe tube wall and covers at the closure beyond the Great Wall.
3. injected hole plugging structure according to claim 2, it is characterised in that the protection component includes a cover body and Filling member, the cover body are fixed on the pile pipe tube wall and cover at the closure beyond the Great Wall, the cover body and the pile pipe tube wall An opening is cooperatively formed, the filling member is filled in the cover body and covers the closure plug.
4. injected hole plugging structure according to claim 3, it is characterised in that the cover body adopts angle steel, the angle steel Two limbs it is triangular in shape.
5. injected hole plugging structure according to claim 4, it is characterised in that the opening is towards the neighbouring pile pipe top The direction in portion.
6. the injected hole plugging structure according to any one of Claims 1 to 5, it is characterised in that the cock body is in taper type, The first end of the outer described without leave cock body of the cock body is gradually reduced to the second end of the cock body.
7. the injected hole plugging structure according to any one of Claims 1 to 5, it is characterised in that the cock cap is away from described The surface of the side of cock body is curved.
8. the injected hole plugging structure according to any one of Claims 1 to 5, it is characterised in that the second end of the cock body A limiting section is formed, the limiting section is arranged on the inside of the pile pipe tube wall, the closure plug is using flexible material.
9. the injected hole plugging structure according to any one of Claims 1 to 5, it is characterised in that be provided with the cock cap One reinforced sheet.
CN201621099082.0U 2016-09-30 2016-09-30 Injected hole block structure Active CN206090655U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201621099082.0U CN206090655U (en) 2016-09-30 2016-09-30 Injected hole block structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201621099082.0U CN206090655U (en) 2016-09-30 2016-09-30 Injected hole block structure

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Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107605512A (en) * 2017-09-12 2018-01-19 中铁十八局集团有限公司 Antipriming and its construction method between a kind of large diameter steel pipe pipe curtain spigot-and-socket pipe
CN110080229A (en) * 2019-06-03 2019-08-02 中隧隧盾国际建设工程有限公司 A kind of novel benefit paste-making method and device for mini pile
CN110144883A (en) * 2019-06-03 2019-08-20 中铁上海工程局集团有限公司 A kind of novel benefit paste-making method and device for Composite Bolt stake
CN110144897A (en) * 2019-06-03 2019-08-20 中铁上海工程局集团有限公司 A kind of novel water-stop construction method and water sealing structure
CN110145344A (en) * 2019-06-03 2019-08-20 北京安禹建设有限公司 A kind of New pipe curtain and its installation method
CN110172920A (en) * 2019-06-03 2019-08-27 北京安禹建设有限公司 One kind is novel to pour stake benefit paste-making method and device
CN110206565A (en) * 2019-06-03 2019-09-06 北京安禹建设有限公司 A kind of novel pipe shed and its installation method
CN110318683A (en) * 2018-03-29 2019-10-11 中国二十冶集团有限公司 Cement mixing pile drill bit gunniting hole preventing clogging up device and its application method
CN110344450A (en) * 2019-06-03 2019-10-18 中隧隧盾国际建设工程有限公司 One kind is novel to pour a detection method and device

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107605512A (en) * 2017-09-12 2018-01-19 中铁十八局集团有限公司 Antipriming and its construction method between a kind of large diameter steel pipe pipe curtain spigot-and-socket pipe
CN110318683A (en) * 2018-03-29 2019-10-11 中国二十冶集团有限公司 Cement mixing pile drill bit gunniting hole preventing clogging up device and its application method
CN110080229A (en) * 2019-06-03 2019-08-02 中隧隧盾国际建设工程有限公司 A kind of novel benefit paste-making method and device for mini pile
CN110144883A (en) * 2019-06-03 2019-08-20 中铁上海工程局集团有限公司 A kind of novel benefit paste-making method and device for Composite Bolt stake
CN110144897A (en) * 2019-06-03 2019-08-20 中铁上海工程局集团有限公司 A kind of novel water-stop construction method and water sealing structure
CN110145344A (en) * 2019-06-03 2019-08-20 北京安禹建设有限公司 A kind of New pipe curtain and its installation method
CN110172920A (en) * 2019-06-03 2019-08-27 北京安禹建设有限公司 One kind is novel to pour stake benefit paste-making method and device
CN110206565A (en) * 2019-06-03 2019-09-06 北京安禹建设有限公司 A kind of novel pipe shed and its installation method
CN110344450A (en) * 2019-06-03 2019-10-18 中隧隧盾国际建设工程有限公司 One kind is novel to pour a detection method and device

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Address after: 202150 Xiushan Road 258, Chongming Industrial Park, Chongming County, Shanghai

Patentee after: Shanghai Survey, Design and Research Institute (Group) Co.,Ltd.

Country or region after: China

Address before: 202150 Xiushan Road 258, Chongming Industrial Park, Chongming County, Shanghai

Patentee before: SHANGHAI GEOTECHNICAL INVESTIGATIONS & DESIGN INSTITUTE Co.,Ltd.

Country or region before: China