CN117266134B - Method and cleaner for treating continuous wall joint pipe accident - Google Patents

Method and cleaner for treating continuous wall joint pipe accident Download PDF

Info

Publication number
CN117266134B
CN117266134B CN202311557541.XA CN202311557541A CN117266134B CN 117266134 B CN117266134 B CN 117266134B CN 202311557541 A CN202311557541 A CN 202311557541A CN 117266134 B CN117266134 B CN 117266134B
Authority
CN
China
Prior art keywords
joint pipe
grab bucket
cleaner
concrete
bucket head
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
CN202311557541.XA
Other languages
Chinese (zh)
Other versions
CN117266134A (en
Inventor
郑国良
朱英伟
尹清锋
张洪涛
刘景华
宋华昌
李立志
尉百有
邢立超
吕瑞琪
周建伟
石镇伟
袁目师
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.)
China Construction Communications Engineering Group Co Ltd
Original Assignee
China Construction Communications Engineering Group 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 China Construction Communications Engineering Group Co Ltd filed Critical China Construction Communications Engineering Group Co Ltd
Priority to CN202311557541.XA priority Critical patent/CN117266134B/en
Publication of CN117266134A publication Critical patent/CN117266134A/en
Application granted granted Critical
Publication of CN117266134B publication Critical patent/CN117266134B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/18Bulkheads or similar walls made solely of concrete in situ
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B08CLEANING
    • B08BCLEANING IN GENERAL; PREVENTION OF FOULING IN GENERAL
    • B08B9/00Cleaning hollow articles by methods or apparatus specially adapted thereto 
    • B08B9/02Cleaning pipes or tubes or systems of pipes or tubes
    • B08B9/027Cleaning the internal surfaces; Removal of blockages
    • B08B9/04Cleaning the internal surfaces; Removal of blockages using cleaning devices introduced into and moved along the pipes
    • B08B9/043Cleaning the internal surfaces; Removal of blockages using cleaning devices introduced into and moved along the pipes moved by externally powered mechanical linkage, e.g. pushed or drawn through the pipes
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D15/00Handling building or like materials for hydraulic engineering or foundations
    • E02D15/02Handling of bulk concrete specially for foundation or hydraulic engineering purposes
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02FDREDGING; SOIL-SHIFTING
    • E02F3/00Dredgers; Soil-shifting machines
    • E02F3/04Dredgers; Soil-shifting machines mechanically-driven
    • E02F3/28Dredgers; Soil-shifting machines mechanically-driven with digging tools mounted on a dipper- or bucket-arm, i.e. there is either one arm or a pair of arms, e.g. dippers, buckets
    • E02F3/36Component parts
    • E02F3/40Dippers; Buckets ; Grab devices, e.g. manufacturing processes for buckets, form, geometry or material of buckets
    • E02F3/413Dippers; Buckets ; Grab devices, e.g. manufacturing processes for buckets, form, geometry or material of buckets with grabbing device

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Civil Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Cleaning In General (AREA)

Abstract

The invention discloses a method and a cleaner for treating continuous wall joint pipe accidents, wherein the method comprises the following steps: manufacturing a cleaner; step two: carrying out earth excavation on one side of the joint pipe along the direction of the continuous wall groove section by utilizing a grab bucket, wherein the excavation depth is deeper than the original pouring groove section depth of the continuous wall; step three: a cleaner is arranged in the direction of the grab bucket head close to the joint pipe; step four: lowering the grab bucket head; step five: the grab bucket head is lowered to the bottom of the groove section, the grab bucket head moves back and forth up and down, the grab bucket head is opened continuously, and the operation is repeated until the range of the cleaner for cleaning concrete reaches the radius of the joint pipe; step six: observing whether the concrete at the upper part of the tank section is initially set or not, determining the initial set of the concrete, inclining the joint pipe towards the direction away from the original pouring tank section, and hanging out the joint pipe; step seven: and (5) removing the cleaner, and utilizing the grab bucket to grab out the concrete in the tank section. The application adopts the cleaner to combine underground diaphragm wall excavation equipment to clear up joint pipe department concrete, and the joint pipe of being convenient for pulls out.

Description

Method and cleaner for treating continuous wall joint pipe accident
Technical Field
The invention relates to the technical field of continuous wall construction, in particular to a method for treating continuous wall joint pipe accidents and a cleaner.
Background
The continuous wall equipment is used as the advanced special equipment for grooving, is the technical construction equipment for realizing excavation, soil discharge, joint pipe, reinforcement cage, concrete and the like, and is widely used for urban rail transit, railway, highway, municipal administration and hydropower building foundation engineering.
At present, the underground diaphragm wall is constructed by jumping a groove section, the joint pipes are continuously poured at the two ends of the groove section, the joint pipes are continuously pulled up along with the initial setting of the concrete until all the joint pipes are pulled out, however, as the depth of the underground diaphragm wall is deeper, the bottom concrete reaches the initial setting state, the upper concrete is not poured, the bottom concrete exceeds the initial setting for too long, and the joint pipes cannot be pulled out by a pipe pulling device; in case the accident that the joint pipe can not be pulled out occurs, the design is generally required to be changed again for the continuous wall, the U-shaped groove section is additionally arranged on the accident section, the accident section is isolated, the reinforcement cage and the digging groove section are required to be redesigned, and the accident treatment cost is high, time and labor are wasted.
Disclosure of Invention
The invention provides a method and a cleaner for treating continuous wall joint pipe accidents.
The technical problems to be solved are as follows: the problems of high risk of continuous wall joint pipe accidents and subsequent treatment, high cost, time consumption and labor consumption.
In order to solve the technical problems, the invention adopts the following technical scheme:
the invention discloses a method for treating continuous wall joint pipe accidents, which comprises the following steps:
step one: manufacturing a cleaning device, namely manufacturing a mounting steel plate used for being mounted on the grab bucket head according to the size of the grab bucket head, wherein the mounting steel plate is matched with the radian of the grab bucket head, and the cleaning steel plate is fixedly mounted on two sides of the mounting steel plate, and a space used for passing through a joint pipe is formed between the cleaning steel plates;
step two: when the continuous wall joint pipe cannot be pulled out by adopting the pipe pulling device, utilizing the grab bucket to excavate earth on one side of the joint pipe along the direction of the groove section of the continuous wall, wherein the excavation depth is deeper than the original pouring groove section depth of the continuous wall;
step three: installing a cleaner in the direction of the grab bucket head, which is close to the joint pipe, and heuristically closing the grab bucket head until the grab bucket head can be lowered into the groove section;
step four: operating grab bucket equipment to tilt the rotating arm in the direction of the original pouring groove section to enable the grab bucket to tilt towards the joint pipe, lowering the grab bucket head, and enabling the cleaner to be in small contact with concrete on two sides of the joint pipe and cleaning downwards;
step five: the grab bucket head is lowered to the bottom of the groove section, so that the grab bucket head moves back and forth up and down, and in the process of the reciprocating movement of the grab bucket head, as the gap between the cleaner and the concrete at the joint pipe is larger and larger, the grab bucket head is continuously opened, so that the cleaner can scrape the concrete, and the operation is repeated until the range of the cleaner for cleaning the concrete reaches the radius of the joint pipe;
step six: observing whether the concrete at the upper part of the tank section is initially set or not, determining the initial set of the concrete, inclining the joint pipe towards the direction away from the original pouring tank section, and hanging out the joint pipe;
step seven: and (5) removing the cleaner, and utilizing the grab bucket to grab out the concrete in the tank section.
The invention relates to a method for treating continuous wall joint pipe accidents, which is further characterized in that in the second step, the excavation depth is at least 300mm deeper than that of the original pouring groove section.
The invention relates to a method for treating continuous wall joint pipe accidents, which is characterized in that in the fifth step, the range of concrete cleaning by a cleaner reaches the judgment standard of joint pipe radius, namely, the grab bucket head is completely opened.
The invention relates to a method for treating continuous wall joint pipe accidents, which is characterized in that in the step six, continuous wall equipment is utilized to rotate to drive a grab bucket to strike the joint pipe, and the joint pipe is inclined towards the direction far away from the original pouring groove section.
The invention discloses a cleaner, which comprises a mounting steel plate, wherein the mounting steel plate is matched with the arc of a grab bucket head, cleaning steel plates are fixedly arranged on two sides of the mounting steel plate, and a space for passing through a joint pipe is formed between the cleaning steel plates.
The invention relates to a cleaner, which is characterized in that the cleaning steel plate comprises a horizontal section positioned at the bottom and an arc-shaped section positioned at the top.
The invention relates to a cleaner, which is further characterized in that the length of the cleaning steel plate extending out of the mounting steel plate is at least the pipe diameter length of a joint pipe.
The invention relates to a cleaner, which is characterized in that the cleaning steel plate is a right triangle, and the bevel edge of the cleaning steel plate is an arc section.
The invention relates to a cleaner, which is characterized in that a bolt hole is formed in a mounting steel plate, and the mounting steel plate is connected to a grab bucket head through a bolt.
Compared with the prior art, the invention has the following beneficial effects:
1. according to the method, the cleaner is combined with the underground diaphragm wall excavation equipment to clean concrete at the joint pipe, so that the joint pipe can be pulled out conveniently, and the problems that the existing diaphragm wall joint pipe cannot be pulled out, and the subsequent treatment cost is high, time is wasted and labor is wasted are solved;
2. the treatment method is quick, recyclable, environment-friendly, reduces the construction accident treatment cost of the continuous wall joint pipe, and reduces the construction cost;
3. the cleaner has reasonable design for treating the accident of the continuous wall joint pipe, flexible construction and convenient disassembly and assembly.
The invention is further described below with reference to the accompanying drawings.
Drawings
FIG. 1 is a schematic plan view of a wall trough section of the present invention;
FIG. 2 is a diagram of the operational state of the grab bucket of the invention with the cleaner installed;
FIG. 3 is a front view of the grapple of the present invention;
FIG. 4 is a side view of the grapple of the present invention;
FIG. 5 is a front view of the cleaner of the present invention;
FIG. 6 is a top view of the cleaner of the present invention;
FIG. 7 is a schematic view of a cleaner of the present invention cleaning concrete;
FIG. 8 is a schematic view of a grapple impact connector tube of the present invention.
Reference numerals:
1. a cleaner; 1.1, installing a steel plate; 1.2, cleaning a steel plate; 1.3, bolt holes; 2. a grab bucket; 3. and (5) jointing the pipes.
Detailed Description
As shown in fig. 1-8, the invention discloses a method for treating continuous wall joint pipe accidents and a cleaner, wherein the cleaner comprises a mounting steel plate, the mounting steel plate is matched with the arc of a grab bucket head, cleaning steel plates are fixedly arranged on two sides of the mounting steel plate, a space for passing through the joint pipe is formed between the cleaning steel plates, the length of the cleaning steel plates extending out of the mounting steel plate is at least the pipe diameter length of the joint pipe, and the length of the cleaning steel plates extending out of the mounting steel plate is exemplified as the pipe diameter length of the joint pipe; the cleaning steel plate is a right triangle, the bevel edge of the cleaning steel plate is an arc section, and the bottom edge of the cleaning steel plate is a horizontal section, so that the cleaning device can conveniently scrape concrete; bolt holes are formed in the mounting steel plates, and the mounting steel plates are connected to the grab bucket heads through bolts.
The method comprises the following steps:
step one: and designing a cleaner drawing according to the size of the grab bucket head, and manufacturing the cleaner in advance before the continuous wall construction.
Step two: when the continuous wall joint pipe cannot be pulled out by adopting the pipe pulling device, earth excavation is carried out on one side of the joint pipe along the direction of the groove section of the continuous wall by utilizing the grab bucket, the grab bucket is grabbed to the bottom, and the excavation depth is deeper than the depth of the original pouring groove section of the continuous wall by 300mm, so that the joint pipe can be convenient to shake subsequently.
Step three: the cleaner is arranged in the direction of the grab bucket head, which is close to the joint pipe, and the length of the grab bucket head is longer than the length of the excavated groove section after the cleaner is additionally arranged on the grab bucket head, so that the grab bucket head is closed by trial and error until the grab bucket head can be lowered into the groove section.
Step four: and operating the grab bucket equipment to incline the grab bucket towards the joint pipe by a small amount of rotating arms in the direction of the original pouring groove section, lowering the grab bucket head, and enabling the cleaner to be in small contact with concrete on two sides of the joint pipe and cleaning downwards.
Step five: the grab bucket head is lowered to the bottom of the groove section, so that the grab bucket head moves back and forth up and down, and in the process of the reciprocating movement of the grab bucket head, along with the fact that a gap between the cleaner and the concrete at the joint pipe is larger and larger, the grab bucket head is opened continuously, the cleaner can scrape the concrete, and the operation is repeated until the range of the cleaner for cleaning the concrete reaches the radius of the joint pipe. The judging standard that the range of the cleaning device for cleaning concrete reaches the radius of the joint pipe in the application is that the grab bucket head is completely opened.
Step six: and (3) observing whether the concrete on the upper part of the tank section is initially set, determining the initial set of the concrete, driving the grab bucket to strike the joint pipe by using continuous wall equipment to rotate, inclining the joint pipe towards the direction away from the original pouring tank section, and hanging out the joint pipe.
Step seven: and (5) removing the cleaner, and utilizing the grab bucket to grab out the concrete in the tank section.
The application has the following advantages:
1. according to the method, the cleaner is combined with the underground diaphragm wall excavation equipment to clean concrete at the joint pipe, so that the joint pipe can be pulled out conveniently, and the problems that the existing diaphragm wall joint pipe cannot be pulled out, and the subsequent treatment cost is high, time is wasted and labor is wasted are solved;
2. the treatment method is quick, recyclable, environment-friendly, reduces the construction accident treatment cost of the continuous wall joint pipe, and reduces the construction cost;
3. the cleaner has reasonable design for treating the accident of the continuous wall joint pipe, flexible construction and convenient disassembly and assembly.
The above examples are only illustrative of the preferred embodiments of the present invention and are not intended to limit the scope of the present invention, and various modifications and improvements made by those skilled in the art to the technical solution of the present invention should fall within the scope of protection defined by the claims of the present invention without departing from the spirit of the present invention.

Claims (2)

1. A method of handling a continuous wall joint pipe event comprising the steps of:
step one: manufacturing a cleaning device, namely manufacturing a mounting steel plate used for being mounted on the grab bucket head according to the size of the grab bucket head, wherein the mounting steel plate is matched with the radian of the grab bucket head, and the cleaning steel plate is fixedly mounted on two sides of the mounting steel plate, and a space used for passing through a joint pipe is formed between the cleaning steel plates; the cleaning steel plate is a right triangle, the hypotenuse of the cleaning steel plate is an arc section, and the length of the cleaning steel plate extending out of the mounting steel plate is at least the pipe diameter length of the joint pipe; the mounting steel plate is provided with a bolt hole and is connected to the grab bucket head through a bolt;
step two: when the continuous wall joint pipe cannot be pulled out by adopting the pipe pulling device, utilizing the grab bucket to excavate earth on one side of the joint pipe along the direction of the groove section of the continuous wall, wherein the excavation depth is deeper than the original pouring groove section depth of the continuous wall;
step three: installing a cleaner in the direction of the grab bucket head, which is close to the joint pipe, and heuristically closing the grab bucket head until the grab bucket head can be lowered into the groove section;
step four: operating grab bucket equipment to tilt the rotating arm in the direction of the original pouring groove section to enable the grab bucket to tilt towards the joint pipe, lowering the grab bucket head, and enabling the cleaner to be in small contact with concrete on two sides of the joint pipe and cleaning downwards;
step five: the grab bucket head is lowered to the bottom of the groove section, so that the grab bucket head moves back and forth up and down, and in the process of the reciprocating movement of the grab bucket head, as the gap between the cleaner and the concrete at the joint pipe is larger and larger, the grab bucket head is continuously opened, so that the cleaner can scrape the concrete, and the operation is repeated until the range of the cleaner for cleaning the concrete reaches the radius of the joint pipe; the judging standard that the concrete cleaning range of the cleaner reaches the radius of the joint pipe is that the grab bucket head is fully opened;
step six: observing whether the concrete at the upper part of the tank section is initially set or not, determining the initial set of the concrete, driving the grab bucket to strike the joint pipe by using continuous wall equipment to rotate, inclining the joint pipe towards the direction away from the original pouring tank section, and hanging out the joint pipe;
step seven: and (5) removing the cleaner, and utilizing the grab bucket to grab out the concrete in the tank section.
2. A method of handling a continuous wall joint pipe event according to claim 1, wherein: in the second step, the excavation depth is at least 300mm deeper than the original pouring groove section.
CN202311557541.XA 2023-11-22 2023-11-22 Method and cleaner for treating continuous wall joint pipe accident Active CN117266134B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202311557541.XA CN117266134B (en) 2023-11-22 2023-11-22 Method and cleaner for treating continuous wall joint pipe accident

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202311557541.XA CN117266134B (en) 2023-11-22 2023-11-22 Method and cleaner for treating continuous wall joint pipe accident

Publications (2)

Publication Number Publication Date
CN117266134A CN117266134A (en) 2023-12-22
CN117266134B true CN117266134B (en) 2024-03-29

Family

ID=89216407

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202311557541.XA Active CN117266134B (en) 2023-11-22 2023-11-22 Method and cleaner for treating continuous wall joint pipe accident

Country Status (1)

Country Link
CN (1) CN117266134B (en)

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105587267A (en) * 2016-02-29 2016-05-18 中国葛洲坝集团基础工程有限公司 Drill bit device with arc-shaped connector
CN105887936A (en) * 2016-05-13 2016-08-24 中国矿业大学 Freezing pipe embedding type water sealing method of trench wall connector
CN111794230A (en) * 2020-07-01 2020-10-20 中国水电基础局有限公司 Construction method for pulling up joint pipe in underground continuous wall section connection construction
CN214573883U (en) * 2021-01-07 2021-11-02 中交二航局成都城市建设工程有限公司 Scraper suitable for underground continuous wall I-shaped steel joint
CN214783818U (en) * 2021-03-31 2021-11-19 淮阴工学院 Prefabricated separable tube sheet type underground continuous wall joint pipe
CN215857880U (en) * 2021-09-26 2022-02-18 上海远方基础工程有限公司 Novel joint box top is dialled device
CN215926133U (en) * 2021-09-27 2022-03-01 中铁二十四局集团有限公司 A shovel wall ware that is used for underground continuous wall cross steel sheet to connect to handle

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105587267A (en) * 2016-02-29 2016-05-18 中国葛洲坝集团基础工程有限公司 Drill bit device with arc-shaped connector
CN105887936A (en) * 2016-05-13 2016-08-24 中国矿业大学 Freezing pipe embedding type water sealing method of trench wall connector
CN111794230A (en) * 2020-07-01 2020-10-20 中国水电基础局有限公司 Construction method for pulling up joint pipe in underground continuous wall section connection construction
CN214573883U (en) * 2021-01-07 2021-11-02 中交二航局成都城市建设工程有限公司 Scraper suitable for underground continuous wall I-shaped steel joint
CN214783818U (en) * 2021-03-31 2021-11-19 淮阴工学院 Prefabricated separable tube sheet type underground continuous wall joint pipe
CN215857880U (en) * 2021-09-26 2022-02-18 上海远方基础工程有限公司 Novel joint box top is dialled device
CN215926133U (en) * 2021-09-27 2022-03-01 中铁二十四局集团有限公司 A shovel wall ware that is used for underground continuous wall cross steel sheet to connect to handle

Also Published As

Publication number Publication date
CN117266134A (en) 2023-12-22

Similar Documents

Publication Publication Date Title
CN111519637B (en) Grooving comprehensive construction method for pipeline underground diaphragm wall
CN111519734B (en) Silt dredging method for river channel hidden culvert
CN101067300A (en) Deep foundation pits rampway structure
CN111005381A (en) Bottom-pocket type vibration hammer profile steel pile extractor and pile extracting method thereof
CN117266134B (en) Method and cleaner for treating continuous wall joint pipe accident
CN109056879A (en) A kind of riverway sludge cleaning plant and construction method
JP6870969B2 (en) How to extubate an existing well
CN208517998U (en) It is installed on the ground-connecting-wall brush wall device of chute forming machine grab bucket
CN208431000U (en) Deep shaft rock ripper
CN116752521A (en) Bored pile construction method penetrating underground structure
CN115788276A (en) Rotary excavator and rotary excavation pile construction process
CN209941712U (en) Open caisson for mechanical excavation of weir lake drainage groove
CN208949951U (en) A kind of riverway sludge cleaning plant
EP2098642B1 (en) Screw equipment for digging to construct diaphragms
CN111155530A (en) A shovel mud ware for underground continuous wall connects processing
CN215057576U (en) Mine segmentation sump structure convenient to clearance silt
CN111877429B (en) Grooving device, grooving machine and grooving method suitable for construction of local diaphragm wall under cable trench
CN110004988A (en) The protective device and method in a kind of extubation construction underground continuous wall connector hole
CN205975931U (en) Rainwater manhole cover
CN216304754U (en) Grab bucket of trenching machine for constructing underground diaphragm wall
CN212835582U (en) Pipeline dredging device
CN219909022U (en) Local automatic precipitation device of foundation ditch
CN211474029U (en) Rotary drilling hole cleaning drill bit bottom plate
CN215290116U (en) Pile pulling part for pile pulling machine
CN211735352U (en) Underground continuous wall is with brushing wall ware and digging machine soon

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant