CN109487846B - Cutter for excavating and grouting strip-shaped deep groove foundation - Google Patents

Cutter for excavating and grouting strip-shaped deep groove foundation Download PDF

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Publication number
CN109487846B
CN109487846B CN201811613596.7A CN201811613596A CN109487846B CN 109487846 B CN109487846 B CN 109487846B CN 201811613596 A CN201811613596 A CN 201811613596A CN 109487846 B CN109487846 B CN 109487846B
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China
Prior art keywords
cutter
cutter body
grouting
strip
shaped
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CN201811613596.7A
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Chinese (zh)
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CN109487846A (en
Inventor
李沛海
张涛
张明明
陆航
彭期伟
张辉
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Chongqing Changzheng Heavy Industry Co Ltd
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Chongqing Changzheng Heavy Industry Co Ltd
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Priority to CN201811613596.7A priority Critical patent/CN109487846B/en
Publication of CN109487846A publication Critical patent/CN109487846A/en
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02FDREDGING; SOIL-SHIFTING
    • E02F5/00Dredgers or soil-shifting machines for special purposes
    • E02F5/02Dredgers or soil-shifting machines for special purposes for digging trenches or ditches
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02FDREDGING; SOIL-SHIFTING
    • E02F5/00Dredgers or soil-shifting machines for special purposes
    • E02F5/02Dredgers or soil-shifting machines for special purposes for digging trenches or ditches
    • E02F5/14Component parts for trench excavators, e.g. indicating devices travelling gear chassis, supports, skids

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  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)

Abstract

The invention discloses a cutter for excavating and grouting a strip-shaped deep groove foundation, which comprises a cutter body in a strip-shaped platy shape and a plurality of cutter heads; the cutter heads are arranged on a strip-shaped surface at the front end of the cutter body; the blade body is provided with a slag discharging hole for discharging slag and a grouting hole for injecting retaining wall slurry. By adopting the technical scheme of the invention, the strip-shaped groove is directly excavated by arranging the strip-shaped plate-shaped cutter body and the cutter head at the front end of the cutter body, waste residues are discharged by utilizing the slag discharging holes, and slurry is injected through the grouting holes to construct the thin retaining wall.

Description

Cutter for excavating and grouting strip-shaped deep groove foundation
Technical Field
The invention relates to the field of strip-shaped deep and narrow foundations, in particular to a cutter for excavating and grouting a strip-shaped deep groove foundation.
Background
The strip-shaped deep and narrow foundation is mainly used for constructing underground continuous walls, waterproof and drainage facilities and the like. The traditional foundation excavation generally adopts mechanical slotting or mud circulation to remove slag, and corresponding supporting structures are required to be arranged according to the excavation condition during excavation, so that the excavation groove width is required to be wider, and the excavation process is complicated. When soil (dam) needs to be locally repaired, stopped or reinforced, a retaining wall with the thickness smaller than 50mm needs to be constructed, and a long strip-shaped deep groove with the narrow width cannot be directly excavated by adopting traditional foundation excavation equipment, so that a thin retaining wall is constructed.
Disclosure of Invention
In order to solve the problems, the invention relates to a cutter for excavating and grouting a strip-shaped deep groove foundation, which is characterized in that a strip-shaped groove is directly excavated by arranging a strip-shaped platy cutter body and a cutter head at the front end of the cutter body, waste residues are discharged by utilizing slag discharging holes, and slurry is injected through grouting holes to construct a thin retaining wall.
The specific scheme of the invention is as follows:
a cutter for excavating and grouting a strip-shaped deep groove foundation comprises a cutter body in a strip-shaped plate shape and a plurality of cutter heads; the cutter heads are arranged on a strip-shaped surface at the front end of the cutter body; the blade body is provided with a slag discharging hole for discharging slag and a grouting hole for injecting retaining wall slurry.
By adopting the technical scheme of the invention, the cutter is driven by the power equipment, so that the cutter is sunk, and the strip-shaped groove is formed by excavation. Waste residues generated in the process of grooving can be discharged through the deslagging holes, and the inside of the groove is kept clean. In the process that the cutter leaves the strip-shaped groove, grout is injected into the strip-shaped groove through the grouting holes to form a thin retaining wall, so that the aims of repairing, water stopping or reinforcing are achieved.
Preferably, the slag discharging inlets of the slag discharging holes are arranged on two sides of the cutter head. Can effectively remove waste residues, reduce the content of waste residues in the deep groove, reduce impurities in slurry, and contribute to improving the quality of the retaining wall.
Preferably, the slag discharging hole further comprises a slag removing channel which extends to the side wall of the cutter body and is communicated with the slag discharging inlet and the slag discharging outlet of the slag discharging hole. Is convenient for processing the slag discharging hole. And when the slag discharging hole is blocked, the slag discharging hole is convenient to be cleaned through the slag removing channel.
Preferably, the two sides of the cutter body are respectively provided with a protrusion and a groove which can be matched with each other. The formed side wall of the retaining wall can play a role in guiding the cutter body, so that the multi-surface side-by-side retaining wall is convenient to construct. And the retaining walls can be tightly matched, so that the tightness between the retaining walls is ensured.
Preferably, the front end of the cutter body is provided with a boss; the front end of the boss is provided with a slotted cone; the grouting outlet of the grouting hole is formed in the side wall of the boss. The grouting outlet is prevented from being directly contacted with soil, and the grouting holes can be prevented from being blocked by the soil. And the slotting cone can reduce resistance and facilitate slotting.
Preferably, the boss is located at one side of the blade body, and the grouting outlet faces the inner side of the blade body. The slurry is convenient for filling the strip-shaped groove.
Preferably, the lengths of the slotted cones respectively positioned at the two sides of the front end of the cutter body and the cutter head extending out of the cutter body are equal and are larger than the length of the cutter head extending out of the cutter body in the middle. In the slotting process, the two sides of the front end of the cutter are firstly contacted with the ground, so that positioning is realized, deflection caused by vibration is prevented, and the work is stable.
Preferably, the blade body is detachably connected with the tool bit. Is convenient for the disassembly and replacement of the cutter head.
Preferably, the cutter body is composed of a cutter body head and a cutter body plate, and the cutter head penetrates through a through hole in the cutter body head to be connected with the cutter body plate, so that the cutter body head and the cutter body plate are abutted tightly. The worn grooving cone is convenient to replace.
Preferably, the cutter body is provided with a square pin hole for conveying the square lock pin. The square pin and square pin hole are connected in a firmer way.
The invention has the advantages that the deep and narrow square groove can be excavated, grouting can be completed, and a thin retaining wall can be constructed; tightness among the multi-surface retaining walls can be ensured; the quality of the retaining wall is improved; the disassembly and the replacement of parts are convenient; can prevent blockage; the work is stable.
Drawings
Fig. 1 is a schematic structural view of the present invention.
Fig. 2 is a top view of fig. 1.
In the figure, a cutter body 1, a cutter body head 1.1, a cutter body plate 1.2, a cutter head 2, a slag discharging hole 3, a slag discharging inlet 3.1, a slag discharging outlet 3.2, a slag removing channel 3.3, a grouting hole 4, a grouting inlet 4.1, a grouting outlet 4.2, a bulge 5, a groove 6, a slotting cone 7, a boss 8 and a pin hole 9.
Detailed Description
As shown in fig. 1 to 2, a cutter for excavating and grouting a strip-shaped deep groove foundation comprises a cutter body 1 in a strip-shaped plate shape and a plurality of cutter heads 2; the cutter heads 2 are arranged on a strip-shaped surface at the front end of the cutter body; the knife body 1 is provided with a slag discharging hole 3 for discharging waste slag and a grouting hole 4 for injecting retaining wall slurry. The two sides of the knife body 1 are respectively provided with a protrusion 5 and a groove 6 which can be matched with each other. The cross section of the protrusion 5 may be triangular, rectangular or circular arc-shaped, etc.
The slag discharging outlet 3.2 of the slag discharging hole 3 and the grouting inlet 4.1 of the grouting hole 4 are arranged at the rear end of the cutter body 1 for connection with external equipment; slag discharging inlets 3.1 of the slag discharging holes 3 are arranged on two sides of the cutter head 2. The front end of the cutter body 1 is provided with a boss 8; the front end of the boss 8 is provided with a slotting cone 7; the grouting outlet 4.2 of the grouting hole 4 is arranged on the side wall of the boss 8.
The boss 8 is positioned on one side of the cutter body 1, the grouting outlet 4.2 faces the inner side of the cutter body 1, and the grouting outlet 4.2 faces the inner side of the cutter body 1. The lengths of the slotted cones 7 and the lengths of the cutter heads 2 extending out of the cutter body 1, which are respectively positioned at the two sides of the front end of the cutter body, are equal and are larger than the lengths of the cutter heads 2 extending out of the cutter body 1 in the middle.
In order to facilitate cleaning of the slag hole 3, the slag hole 3 further comprises a slag removal channel 3.3 extending to the side wall of the blade body 1 and simultaneously communicating with the slag inlet 3.1 and the slag outlet 3.2 of the slag hole 3. The opening of the slag removal channel 3.3 is usually sealed by a blanking cover. The cutter body 1 is detachably connected with the cutter head 2. The cutter head 2 is mounted on the cutter body 1 by means of threads, inlays or the like. The cutter body consists of a cutter body head 1.1 and a cutter body plate 1.2, the front part and the rear part of the cutter head 2 are small, and the rear end of the cutter head 2 penetrates through a through hole in the cutter body head 1.1 to be connected with the cutter body plate 1.2, so that the cutter body head 1.1 and the cutter body plate 1.2 are abutted tightly. The cutter body 1 is provided with a square pin hole 9 for conveying a square lock pin, the rear end of the cutter body is extended backwards to form a connecting table matched with other parts, and the pin hole 9 is formed on the connecting table and is locked by penetrating the square pin. The grooving cone 7 is composed of an inclined plane formed on one side of the boss 8 facing the cutter body and a cutting surface matched with the inclined plane, and the inclined plane and the cutting surface form a cone shape at the front end of the boss 10. When the retaining wall is excavated, the inclined plane can automatically bear a lateral force, so that the cutter is tightly attached to the adjacent retaining wall, and the tight connection between the retaining walls is ensured.
The cutter for excavating and grouting the strip-shaped deep groove foundation can excavate the strip-shaped deep groove with the groove width of 20-50 mm, the groove depth of 0-30 m and the unlimited groove length in a soil body (dam), and complete automatic grouting to construct a thin retaining wall.
The foregoing describes in detail preferred embodiments of the present invention. It should be understood that numerous modifications and variations can be made in accordance with the concepts of the invention by one of ordinary skill in the art without undue burden. Therefore, all technical solutions which can be obtained by logic analysis, reasoning or limited experiments based on the prior art by the person skilled in the art according to the inventive concept shall be within the scope of protection defined by the claims.

Claims (7)

1. The cutter for excavating and grouting the strip-shaped deep groove foundation is characterized by comprising a cutter body (1) in a strip-shaped plate shape and a plurality of cutter heads (2); the cutter heads (2) are arranged on a strip-shaped surface at the front end of the cutter body; a slag discharging hole (3) for discharging waste slag and a grouting hole (4) for injecting retaining wall slurry are formed in the cutter body (1); the deslagging inlets (3.1) of the deslagging holes (3) are formed in two sides of the cutter head (2); the slag discharging hole (3) further comprises a slag removing channel (3.3) which extends to the side wall of the cutter body (1) and is communicated with the slag discharging inlet (3.1) and the slag discharging outlet (3.2) of the slag discharging hole (3); the two sides of the cutter body (1) are respectively provided with a protrusion (5) and a groove (6) which can be matched with each other.
2. The cutter for excavating and grouting of the strip-shaped deep groove foundation according to claim 1, wherein a boss (8) is arranged at the front end of the cutter body (1); the front end of the boss (8) is provided with a slotting cone (7); the grouting outlet (4.2) of the grouting hole (4) is arranged on the side wall of the boss (8).
3. The strip-shaped deep groove foundation excavation grouting tool as claimed in claim 2, wherein the boss (8) is located at one side of the tool body (1), and the grouting outlet (4.2) faces the inner side of the tool body (1).
4. A strip-shaped deep groove foundation excavation grouting tool according to claim 3, wherein the lengths of the grooving cones (7) and the cutter heads (2) which are respectively positioned at the two sides of the front end of the cutter body and extend out of the cutter body (1) are equal, and are larger than the length of the middle cutter head (2) which extends out of the cutter body (1).
5. The cutter for excavating and grouting of the strip-shaped deep groove foundation according to claim 4, wherein the cutter body (1) is detachably connected with the cutter head (2).
6. The cutter for strip-shaped deep groove foundation excavation grouting according to claim 5, wherein the cutter body consists of a cutter body head (1.1) and a cutter body plate (1.2), and the cutter head (2) penetrates through a through hole in the cutter body head (1.1) to be connected with the cutter body plate (1.2) so that the cutter body head (1.1) and the cutter body plate (1.2) are abutted tightly.
7. The cutter for excavation grouting of strip-shaped deep groove foundation according to any one of claims 1 to 6, wherein square pin holes (9) for conveying square locking pins are formed in the cutter body (1).
CN201811613596.7A 2018-12-27 2018-12-27 Cutter for excavating and grouting strip-shaped deep groove foundation Active CN109487846B (en)

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CN201811613596.7A CN109487846B (en) 2018-12-27 2018-12-27 Cutter for excavating and grouting strip-shaped deep groove foundation

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Application Number Priority Date Filing Date Title
CN201811613596.7A CN109487846B (en) 2018-12-27 2018-12-27 Cutter for excavating and grouting strip-shaped deep groove foundation

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CN109487846B true CN109487846B (en) 2024-01-30

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Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111622775A (en) * 2020-06-08 2020-09-04 北京市轨道交通建设管理有限公司 Hydraulic cutting resistance-reducing pre-supporting device and hydraulic cutting system

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CN1136126A (en) * 1995-05-01 1996-11-20 日立建机株式会社 Borehole boring method and machine
JPH0949228A (en) * 1995-08-09 1997-02-18 Seiko Kogyo Kk Slag grout circulation underground wall method
JP2003253989A (en) * 2002-03-05 2003-09-10 Kawasaki Heavy Ind Ltd Cutter bit exchanging device
KR20060010319A (en) * 2004-07-28 2006-02-02 하람건설(주) A construction method of concrete retaining wall
CN101096849A (en) * 2006-06-30 2008-01-02 于艳芳 Soil body anchor rod construction process and anchor rod member thereof
CN201180497Y (en) * 2008-04-10 2009-01-14 中国京冶工程技术有限公司 Single tube all-directional drilling injection slip casting drilling bit of auxiliary slip casting hole capable of hydraulic controlling open-and-close
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JPH0949228A (en) * 1995-08-09 1997-02-18 Seiko Kogyo Kk Slag grout circulation underground wall method
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KR20060010319A (en) * 2004-07-28 2006-02-02 하람건설(주) A construction method of concrete retaining wall
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CN108265703A (en) * 2018-02-12 2018-07-10 江苏地龙重型机械有限公司 A kind of cutter arrangement for the seamless chute forming machine of thin-walled diaphragm wall
CN108590678A (en) * 2018-04-08 2018-09-28 中交公局桥隧工程有限公司 Based on the construction method for wearing multiply road railway under shallow embedding Soft Soil Layer earth pressure balanced shield, EPBS
CN108978754A (en) * 2018-07-05 2018-12-11 河南黄河河务局焦作黄河河务局 A kind of continuous trough forming system and the method that continuous subterranean wall is built using it
CN209353392U (en) * 2018-12-27 2019-09-06 重庆长征重工有限责任公司 Bar shaped deep trouth foundation excavation grouting cutter

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