CN212077909U - Drilling and filling device for unfavorable geological conditions - Google Patents

Drilling and filling device for unfavorable geological conditions Download PDF

Info

Publication number
CN212077909U
CN212077909U CN202020584650.6U CN202020584650U CN212077909U CN 212077909 U CN212077909 U CN 212077909U CN 202020584650 U CN202020584650 U CN 202020584650U CN 212077909 U CN212077909 U CN 212077909U
Authority
CN
China
Prior art keywords
die sleeve
fixed
cylindricality
cylindricality die
geological conditions
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
CN202020584650.6U
Other languages
Chinese (zh)
Inventor
武志宇
尹伟
崔博
尹志国
张春明
高原
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Wuhai Highway Engineering Co ltd
Original Assignee
Wuhai Highway Engineering Co ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Wuhai Highway Engineering Co ltd filed Critical Wuhai Highway Engineering Co ltd
Priority to CN202020584650.6U priority Critical patent/CN212077909U/en
Application granted granted Critical
Publication of CN212077909U publication Critical patent/CN212077909U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Earth Drilling (AREA)

Abstract

The utility model discloses a drilling perfusion device for unfavorable geological conditions, including setting up the cylindricality die sleeve in the ground, cylindricality die sleeve top is provided with open groove of filling, fill tank bottom an organic whole be provided with the clamping ring of cylindricality die sleeve top joint, the lower part of clamping ring is provided with the fixed cover of cup jointing on the cylindricality die sleeve, it is fixed with the cylindricality die sleeve through a plurality of fixed screw on the fixed cover, the outside of fixed cover is provided with a plurality of pothook, the utility model discloses a but the fixed firm groove of filling of quick assembly disassembly is set up at the cylindricality die sleeve top that the drilling was filled, can prevent effectively that the groove of filling from taking place the incline when the grout, guarantees later stage filling efficiency.

Description

Drilling and filling device for unfavorable geological conditions
The technical field is as follows:
the utility model relates to a construction field, concretely relates to drilling perfusion device for unfavorable geological conditions.
Background art:
when building construction is carried out on unfavorable geology, a foundation needs to be drilled and poured to form a ground pile, the poured pile is a pile formed by forming a pile hole in foundation soil through means of mechanical drilling, steel pipe soil extrusion or manual excavation and the like on an engineering site, a steel reinforcement cage is placed in the pile hole, and poured concrete is poured into the pile hole.
The utility model has the following contents:
an object of the utility model is to provide a drilling perfusion device is used to unfavorable geological conditions.
The utility model discloses by following technical scheme implement:
the utility model provides a drilling perfusion device for unfavorable geological conditions, is including setting up the cylindricality die sleeve in the ground, cylindricality die sleeve top is provided with open filling tank, a filling tank bottom an organic whole be provided with the clamping ring of cylindricality die sleeve top joint, the lower part of clamping ring is provided with cup joints the fixed cover on the cylindricality die sleeve, it is fixed with the cylindricality die sleeve through a plurality of fixed screw on the fixed cover, the outside of fixed cover is provided with a plurality of pothook, the bottom and the fixed articulated fixed cover of pothook are fixed, it is fixed with the ring channel joint that opens on the top of pothook and the annular connecting block, the outer wall at the clamping ring is fixed to the annular connecting block.
Preferably, the top of the cylindrical die sleeve extends to 40cm-60cm above the foundation.
Preferably, the bottom of the connecting ring is provided with a clamping groove matched with the top of the cylindrical die sleeve.
Preferably, the inner side of the bottom of the connecting ring is provided with an inclined slope angle.
Preferably, the perfusion groove is arranged in an inverted cone shape.
The utility model has the advantages that: this practicality sets up the fixed firm groove of filling of quick assembly disassembly through the cylindricality die sleeve top that fills in drilling, can prevent effectively that the groove of filling from taking place the incline when the grout, guarantees later stage filling efficiency.
Description of the drawings:
in order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without creative efforts.
Fig. 1 is a schematic perspective view of the structure of the present invention;
FIG. 2 is a schematic cross-sectional view of the present invention shown in FIG. 1;
FIG. 3 is an enlarged view of a portion of FIG. 2;
fig. 4 is a diagram illustrating a state of use in the present application.
In the figure: the concrete pouring device comprises a cylindrical die sleeve 1, a pouring groove 2, a connecting ring 3, an inclined slope angle 31, a clamping groove 4, an annular connecting block 5, an annular groove 6, a fixing sleeve 7, a fixing screw 8, a clamping hook 9 and a concrete column 10.
The specific implementation mode is as follows:
the technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative efforts belong to the protection scope of the present invention.
As shown in fig. 1-4, the utility model provides the following technical solutions: the utility model provides a drilling perfusion device for unfavorable geological conditions, is including setting up cylindricality die sleeve 1 in the ground, 1 top of cylindricality die sleeve is provided with open filling tank 2, 2 bottoms an organic whole of filling tank are provided with the clamping ring 3 with 1 top joint of cylindricality die sleeve, the lower part of clamping ring 3 is provided with cup joints fixed cover 7 on cylindricality die sleeve 1, fixed cover 7 is fixed with 1 of cylindricality die sleeve through a plurality of set screw 8, the outside of fixed cover 7 is provided with a plurality of pothook 9, pothook 9's bottom is articulated fixed with fixed cover 7, 6 joints of ring channel that open on the top of pothook 9 and the annular connecting block 5 are fixed, the outer wall at clamping ring 3 is fixed to annular connecting block 5.
The top of the cylindrical die sleeve 1 extends to 40cm-60cm above the foundation.
And the bottom of the connecting ring 3 is provided with a clamping groove 4 matched with the top of the cylindrical die sleeve 1.
The inner side of the bottom of the connecting ring 3 is provided with an inclined slope angle 31.
The filling groove 2 is arranged in an inverted cone shape.
The utility model discloses a theory of operation and use flow: drilling is carried out in the area that needs to be pour, beat cylindricality die sleeve 1 in drilling again, fix the cover of fixed cover 7 at 1 upper portion of cylindricality die sleeve through set screw 8, put pouring basin 2 at the top of cylindricality die sleeve 1 again, make draw-in groove 4 card of clamping ring 3 on 1 edge of cylindricality die sleeve, carry out the initial stage and fix, loosen the position of fixed cover 7 of the fixed screw 8 regulation on cover 7 after that, make pothook 9 top card in the ring channel 6 of connecting block 5, it fixes fixed cover 7 to screw up all set screws 8, pouring basin 2 is fixed firm like this, can effectively prevent that pouring basin 2 from taking place the skew when the grout, guarantee later stage filling efficiency, after filling concrete column 10 solidifies, pouring basin 2 is dismantled to the reverse step, take out cylindricality die sleeve 1 again and carry out the grout next time.
The above description is only a preferred embodiment of the present invention, and should not be taken as limiting the invention, and any modifications, equivalent replacements, improvements, etc. made within the spirit and principle of the present invention should be included in the protection scope of the present invention.

Claims (5)

1. The utility model provides a drilling perfusion device for unfavorable geological conditions, is including setting up the cylindricality die sleeve in the ground, its characterized in that: the utility model discloses a clamping device for a cylindrical die sleeve, including cylindricality die sleeve, cylindricality die sleeve top, connecting collar, clamping hook, fixing sleeve, ring channel joint, the outer wall at the connecting collar is fixed to the ring channel joint that opens on the top of pothook and the annular connecting block, the integrative clamping collar that is provided with cylindricality die sleeve top joint in the pouring collar bottom, the lower part of connecting collar is provided with the fixed cover of cup jointing on the cylindricality die sleeve, it is fixed with the cylindricality die sleeve through a plurality of fixed screw on the fixed cover, the outside of fixed cover is provided with a plurality of pothook, the bottom and the fixed.
2. A borehole perfusion apparatus for adverse geological conditions, according to claim 1, wherein: the top of the cylindrical die sleeve extends to 40-60 cm above the foundation.
3. A borehole perfusion apparatus for adverse geological conditions, according to claim 1, wherein: and the bottom of the connecting ring is provided with a clamping groove matched with the top of the cylindrical die sleeve.
4. A borehole perfusion apparatus for adverse geological conditions, according to claim 1, wherein: the inner side of the bottom of the connecting ring is provided with an inclined slope angle.
5. A borehole perfusion apparatus for adverse geological conditions, according to claim 1, wherein: the pouring groove is arranged in an inverted cone shape.
CN202020584650.6U 2020-04-17 2020-04-17 Drilling and filling device for unfavorable geological conditions Active CN212077909U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202020584650.6U CN212077909U (en) 2020-04-17 2020-04-17 Drilling and filling device for unfavorable geological conditions

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202020584650.6U CN212077909U (en) 2020-04-17 2020-04-17 Drilling and filling device for unfavorable geological conditions

Publications (1)

Publication Number Publication Date
CN212077909U true CN212077909U (en) 2020-12-04

Family

ID=73597011

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202020584650.6U Active CN212077909U (en) 2020-04-17 2020-04-17 Drilling and filling device for unfavorable geological conditions

Country Status (1)

Country Link
CN (1) CN212077909U (en)

Similar Documents

Publication Publication Date Title
CN2934352Y (en) Root key type drilling perfusion stake construction device
CN105780763B (en) Mesoporous vibrates the construction method of casing retaining wall long auger guncreting pile
CN109113566A (en) The structure-improved and full-sleeve screw cast-in-place pile construction method of full-sleeve twist bit
CN207296871U (en) The structure-improved of full-sleeve twist bit
CN103669365A (en) External diagonal-pulling and internal diagonal-bracing herringbone foundation pit supporting pile and construction method thereof
CN106049506A (en) APS (Assembled Prestressed Soldier Pile Retaining Structure) and construction method thereof
CN105649073A (en) Static root drilling type construction method for planting piles
CN103243713A (en) Method for planting prestressed pipe pile at one step
CN113174988A (en) Double-wall concrete open caisson structure and construction method
CN108894233A (en) A kind of suspension roof support structure of foundation pit band anchoring wall
CN109183790A (en) A kind of Screw Pile and its construction tool and construction method
CN109403350A (en) Foundation pit supporting construction and foundation pit supporting method
JP4984308B2 (en) Ready-made pile
CN102808403B (en) Precast tubular pile and construction method thereof
CN214245694U (en) Pile forming system for large-diameter cast-in-situ bored pile in karst area
CN106884431A (en) One kind building pit foundation construction safety supporting construction
CN106759295A (en) The quiet combined pile and its construction method for boring extruding-enlarging branch tray and pile tube
CN212077909U (en) Drilling and filling device for unfavorable geological conditions
CN108729457A (en) A kind of steel pipe pile cofferdam and its construction method for bridge deepwater foundation
JP4724879B2 (en) Foundation pile structure
CN217174729U (en) Bored concrete pile structure for water conservancy bridge
CN105178356A (en) Setting-up construction method for vertical joint bars of columns in reverse building method
CN209162815U (en) A kind of Screw Pile and its construction tool
JP4724878B2 (en) Foundation pile structure
JP4724873B2 (en) Ready-made pile

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant