CN204199355U - A kind of guide wall of underground continuous wall groove groove milling drill bit - Google Patents

A kind of guide wall of underground continuous wall groove groove milling drill bit Download PDF

Info

Publication number
CN204199355U
CN204199355U CN201420644895.8U CN201420644895U CN204199355U CN 204199355 U CN204199355 U CN 204199355U CN 201420644895 U CN201420644895 U CN 201420644895U CN 204199355 U CN204199355 U CN 204199355U
Authority
CN
China
Prior art keywords
high pressure
under high
water under
column
pressure spray
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.)
Expired - Fee Related
Application number
CN201420644895.8U
Other languages
Chinese (zh)
Inventor
杜立恒
潘金龙
俞高红
殷树芳
吴国环
王智群
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.)
GEOTECHNICAL TECHNOLOGY Co Ltd
Original Assignee
GEOTECHNICAL TECHNOLOGY 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 GEOTECHNICAL TECHNOLOGY Co Ltd filed Critical GEOTECHNICAL TECHNOLOGY Co Ltd
Priority to CN201420644895.8U priority Critical patent/CN204199355U/en
Application granted granted Critical
Publication of CN204199355U publication Critical patent/CN204199355U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Bulkheads Adapted To Foundation Construction (AREA)
  • Earth Drilling (AREA)

Abstract

The utility model discloses a kind of guide wall of underground continuous wall groove groove milling drill bit.Now drill bit on building sites generally can only vertical perforating, can not the quick groove milling of level.The utility model comprises bit matrix, teeter column, alloy knife grain, water under high pressure spray column and reinforced pole; Water under high pressure spray column is fixed on bottom bit matrix; The inner chamber of bit matrix and the inner space of water under high pressure spray column; Water under high pressure spray column offers multiple high pressure water jets perforation; Teeter column group comprises many teeter columns; Every root teeter column is all connected with water under high pressure spray column by many reinforced poles; All fix with bit matrix near the teeter column top of bit matrix; Many alloy knife grains are that spatially spiral shape is arranged to top by bottom along the axis of water under high pressure spray column, and are embedded in respectively on corresponding teeter column.The utility model utilizes water under high pressure to break up soil, and alloy knife grain is to soil cutting simultaneously, and the soil cut stirs and is mixed in water by teeter column, can the quick groove milling of level.

Description

A kind of guide wall of underground continuous wall groove groove milling drill bit
Technical field
The utility model belongs to building machinery field, relates to trench machine, is specifically related to a kind of guide wall of underground continuous wall groove groove milling drill bit.
Background technology
Trench machine is machinery important in building machinery, and drill bit is again one of core component of trench machine.Now drill bit on building sites generally can only vertical perforating on the ground, can not the quick groove milling of level.
Summary of the invention
The purpose of this utility model is for the deficiencies in the prior art, provides a kind of guide wall of underground continuous wall groove groove milling drill bit, and this guide wall of underground continuous wall groove groove milling drill bit can carry out the quick groove milling of level.
The utility model comprises bit matrix, teeter column, alloy knife grain, water under high pressure spray column and reinforced pole; Described water under high pressure spray column is fixed on bottom bit matrix; The inner chamber of bit matrix and the inner space of water under high pressure spray column; Described water under high pressure spray column offers multiple high pressure water jets perforation groups of arranging vertically, and each high pressure water jets perforation group comprises the multiple high pressure water jets perforations be uniformly distributed along the circumference; The inner of described high pressure water jets perforation and the inner chamber of water under high pressure spray column through, outer end is open to be arranged; Two teeter column groups are arranged along the axial spacing of water under high pressure spray column, and each teeter column group comprises many teeter columns of the circumference uniform distribution along water under high pressure spray column; Every root teeter column is all by being connected along many reinforced poles of high pressure water jets post axial arranging with water under high pressure spray column; All fix with bit matrix near the teeter column top of bit matrix; Many alloy knife grains are that spatially spiral shape is arranged to top by bottom along the axis of water under high pressure spray column, and are embedded in respectively on corresponding teeter column.
The top of described bit matrix is connected to high pressure water connector.
All alloy knife grains along high pressure water jets axis of a cylinder to projection end to end.
The beneficial effects of the utility model:
The utility model utilizes water under high pressure to break up soil, simultaneously by the alloy knife grain on teeter column to soil cutting, teeter column by the soil cut stir be mixed in water, the effect of the quick groove milling that is up to the standard, lays a good foundation for setting up diaphragm wall; The soil be mixed in water is extracted out by suction pump and is led wall chase; Drill bit is immersed in water, rapid heat dissipation, not fragile.
Accompanying drawing explanation
Fig. 1 is overall structure schematic diagram of the present utility model;
Fig. 2 is the top Local map of Fig. 1.
Detailed description of the invention
Below in conjunction with drawings and Examples, the utility model is described in further detail.
As illustrated in fig. 1 and 2, a kind of guide wall of underground continuous wall groove groove milling drill bit, comprises bit matrix 1, high pressure water connector 2, teeter column 3, alloy knife grain 4, water under high pressure spray column 5 and reinforced pole 6; High pressure water connector 2 is fixed on bit matrix 1 top, and water under high pressure spray column 5 is fixed on bottom bit matrix 1; The inner chamber two ends of bit matrix 1 respectively with the inner space of high pressure water connector 2 and water under high pressure spray column 5; Water under high pressure spray column 5 offers 30 high pressure water jets perforation groups of arranging vertically, and each high pressure water jets perforation group comprises 12 the high pressure water jets perforation 5-1 be uniformly distributed along the circumference; The inner of high pressure water jets perforation 5-1 and the inner chamber of water under high pressure spray column 5 through, outer end is open to be arranged; Two teeter column groups are arranged along the axial spacing of water under high pressure spray column 5, and each teeter column group comprises 12 teeter columns 3 of the circumference uniform distribution along water under high pressure spray column 5; Every root teeter column 3 is all connected with water under high pressure spray column 5 by five reinforced poles 6 along water under high pressure spray column 5 axial arranging; All fix with bit matrix 1 near teeter column 3 top of bit matrix 1; 48 alloy knife grains 4 are that spatially spiral shape is arranged to top by bottom along the axis of water under high pressure spray column 5, and are embedded on corresponding teeter column 3 respectively; All alloy knife grains 4 are end to end along the projection of water under high pressure spray column 5 axis, ensure that the soil of circumferentially each position can be switched to.
The operating principle of this guide wall of underground continuous wall groove groove milling drill bit:
High-pressure water pipe is connected with high pressure water connector 2; Bit matrix 1 input power, energizes high-pressure water spray column 5 and teeter column 3 rotate; Water under high pressure in high-pressure water pipe enters in bit matrix 1 and water under high pressure spray column 5 by high pressure water connector 2, then eject from high pressure water jets perforation 5-1, break up the earth of sidewall of not cutting the earth, teeter column 3 is not close to cutting the earth sidewall simultaneously, and soil just can be cut by alloy knife grain 4 further; When providing horizontal onward impulse to bit matrix 1, just dig out diaphragm wall in underground and lead wall chase.

Claims (3)

1. a guide wall of underground continuous wall groove groove milling drill bit, comprises bit matrix, teeter column, alloy knife grain, water under high pressure spray column and reinforced pole, it is characterized in that:
Described water under high pressure spray column is fixed on bottom bit matrix; The inner chamber of bit matrix and the inner space of water under high pressure spray column; Described water under high pressure spray column offers multiple high pressure water jets perforation groups of arranging vertically, and each high pressure water jets perforation group comprises the multiple high pressure water jets perforations be uniformly distributed along the circumference; The inner of described high pressure water jets perforation and the inner chamber of water under high pressure spray column through, outer end is open to be arranged; Two teeter column groups are arranged along the axial spacing of water under high pressure spray column, and each teeter column group comprises many teeter columns of the circumference uniform distribution along water under high pressure spray column; Every root teeter column is all by being connected along many reinforced poles of high pressure water jets post axial arranging with water under high pressure spray column; All fix with bit matrix near the teeter column top of bit matrix; Many alloy knife grains are that spatially spiral shape is arranged to top by bottom along the axis of water under high pressure spray column, and are embedded in respectively on corresponding teeter column.
2. a kind of guide wall of underground continuous wall groove groove milling drill bit according to claim 1, is characterized in that: the top of described bit matrix is connected to high pressure water connector.
3. a kind of guide wall of underground continuous wall groove groove milling drill bit according to claim 1, is characterized in that: all alloy knife grains along high pressure water jets axis of a cylinder to projection end to end.
CN201420644895.8U 2014-10-31 2014-10-31 A kind of guide wall of underground continuous wall groove groove milling drill bit Expired - Fee Related CN204199355U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420644895.8U CN204199355U (en) 2014-10-31 2014-10-31 A kind of guide wall of underground continuous wall groove groove milling drill bit

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420644895.8U CN204199355U (en) 2014-10-31 2014-10-31 A kind of guide wall of underground continuous wall groove groove milling drill bit

Publications (1)

Publication Number Publication Date
CN204199355U true CN204199355U (en) 2015-03-11

Family

ID=52657330

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201420644895.8U Expired - Fee Related CN204199355U (en) 2014-10-31 2014-10-31 A kind of guide wall of underground continuous wall groove groove milling drill bit

Country Status (1)

Country Link
CN (1) CN204199355U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105220682A (en) * 2015-08-21 2016-01-06 南京奔腾建设有限公司 A kind of single-wheel groove milling equipment of continuous wall trench underground and construction method thereof
CN106320410A (en) * 2015-06-29 2017-01-11 郝亮 Self-propelled polar-coordinate curve navvy

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106320410A (en) * 2015-06-29 2017-01-11 郝亮 Self-propelled polar-coordinate curve navvy
CN105220682A (en) * 2015-08-21 2016-01-06 南京奔腾建设有限公司 A kind of single-wheel groove milling equipment of continuous wall trench underground and construction method thereof

Similar Documents

Publication Publication Date Title
CN103742157A (en) Method of newly building underground space under ground by pipe jacking method
CN204199355U (en) A kind of guide wall of underground continuous wall groove groove milling drill bit
CN104041348A (en) Stereo tower-type agricultural planting frame system
CN203814325U (en) Tree water-saving irrigator
CN103711436B (en) A kind of photovoltaic plant foundation pit excavating gear
CN203685039U (en) Foundation-pit excavating device for photovoltaic power station
CN202830938U (en) Supporting structure for controlling foundation trench stability
CN204183659U (en) Portable detachable PVC special-purpose punching device
CN204163062U (en) Farmland circulating utilization device
CN208152954U (en) A kind of self-drilling type borehole wall guard system
CN204826712U (en) Can cut a hole underground continuous wall structure of removing fast
CN206547514U (en) A kind of water outlet stake position-limiting drum
CN205209008U (en) Green double -U -shaped ground pipe laying
CN202970430U (en) Leapfrog-type drilling device
CN103912033A (en) Convenient pole base excavation device
CN203152154U (en) Agricultural ground film drilling deivce
CN203952024U (en) A kind of soilless culture matrix culture tank
CN204386549U (en) A kind of impact holing drilling slurry spacer assembly based on outlet pipe and slag feed pipe
CN203476208U (en) Soil sampler for down-the-hole drill
CN203891762U (en) Screw lifting system for slurry in drilled hole
CN203878639U (en) Electric pole foundation excavating device convenient to use
CN203457581U (en) PVC (Poly Vinyl Chloride) tube for planting
CN204579201U (en) A kind of broken stubble cutter of straw cutting of returning rotary cultivator
CN203160256U (en) Novel open sea deep foundation pit supporting structure
CN202706916U (en) Well-drilling device

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20150311

Termination date: 20181031

CF01 Termination of patent right due to non-payment of annual fee