CN109267764A - Engineering method is cut and disassembled in reinforced concrete support mechanization - Google Patents

Engineering method is cut and disassembled in reinforced concrete support mechanization Download PDF

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Publication number
CN109267764A
CN109267764A CN201811308778.3A CN201811308778A CN109267764A CN 109267764 A CN109267764 A CN 109267764A CN 201811308778 A CN201811308778 A CN 201811308778A CN 109267764 A CN109267764 A CN 109267764A
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CN
China
Prior art keywords
cut
concrete support
reinforced concrete
cutting
disassembled
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.)
Pending
Application number
CN201811308778.3A
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Chinese (zh)
Inventor
范继群
潘中
潘一中
柳上好
余益
苏立财
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Yizhong Construction Group Co Ltd
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Yizhong Construction 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 Yizhong Construction Group Co Ltd filed Critical Yizhong Construction Group Co Ltd
Priority to CN201811308778.3A priority Critical patent/CN109267764A/en
Publication of CN109267764A publication Critical patent/CN109267764A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00Working measures on existing buildings
    • E04G23/08Wrecking of buildings
    • E04G23/082Wrecking of buildings using shears, breakers, jaws and the like
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/02Foundation pits
    • E02D17/04Bordering surfacing or stiffening the sides of foundation pits

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Structural Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Paleontology (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Chemical & Material Sciences (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Electrochemistry (AREA)
  • Mechanical Engineering (AREA)
  • Working Measures On Existing Buildindgs (AREA)

Abstract

The invention discloses a kind of reinforced concrete support mechanizations, and engineering method is cut and disassembled, and construction procedure is as follows: a, support segment design: b, the assembling of tool-type bracing members bracket;C, subsection hole-drilling prebored hole: is carried out to purlin and trestle large-mass member;D, cutting machine is cut;E, segmentation stay fork fortune;F, supporting section entrucking outward transport is handled.Advantage is: the present invention, which can be reduced, removes that time, construction cost are lower and construction is more environmentally friendly.

Description

Engineering method is cut and disassembled in reinforced concrete support mechanization
Technical field
The invention belongs to the demolition technique fields of reinforced concrete support in deep foundation pit support, more particularly, to a kind of reinforcing bar Engineering method is cut and disassembled in concrete support mechanization.
Background technique
In Construction of Deep Excavation Engineering, reinforced concrete support dismounting belongs to the biggish part-to-item project of risk.It is right In the dismounting of reinforced concrete support, more there are commonly pneumatic picks to abolish method and two kinds of demolition blasting method.The former speed of application is slow, Noise is big, dust pollution is serious, and personnel's input amount is big, is affected to the occupational health of ambient enviroment and construction personnel.Afterwards Although person's speed of application is very fast, the more difficult region suitable for surrounding enviroment complexity, certain local government departments are also expressly provided " forbidding removing foundation pit support using blasting method in key area ".There is also public security departments to rendrock for demolition blasting method simultaneously Dosage control is stringent, the examination & approval of demolition blasting and long flow path of putting on record, large-scale excavation beam explosive need to carry out multiple explosion and So that the disadvantages of environmental risk is big.In recent years, unit in charge of construction always searches for a kind of efficient, safe and environment-friendly supporting removal side Method, to adapt to, the current deep foundation pit construction duration is tight, surrounding enviroment are complicated, occupational health requires high, construction safety control is stringent etc. Feature, and the complete technology of machine cuts is supported also to have been more and more widely used.
Summary of the invention
The purpose of the present invention is in view of the deficiency of the prior art, provide a kind of reinforced concrete support mechanization Engineering method is cut and disassembled, it, which has the characteristics that can be reduced, removes that time, construction cost be lower and construction more environmental protection.
To achieve the goals above, the technical scheme adopted by the invention is that: a kind of reinforced concrete support mechanization is cut Dismounting engineering method is cut, construction procedure is as follows:
A, it supports segment design: piecemeal being carried out to support system, is segmented and numbers in advance;
B, tool-type bracing members bracket assembles: tool-type steel bracket horizontal layout, according to hoisting machinery ability and operation half Diameter situation determines that every piece of support cutting weight, the concrete support block weight after cutting are controlled in 1.5T-3T or so;
C, subsection hole-drilling prebored hole: is carried out to purlin and trestle large-mass member;
D, cutting machine is cut: being cut according to segmentation markers to reinforced concrete support section by mechanical cutter;
E, segmentation stay fork fortune: supporting section fork is transported to by lifting position using fork truck, and is laid with guidance tape at post-cast strip position;
F, supporting section entrucking outward transport is handled: after reinforced concrete support section passes through cutting construction to end, being applied by handling Worker person uses two ends of wirerope bundled fixed supporting section, and lifts by crane, then by gas cutting personnel by concrete support single side side Main reinforcement is cut off, and sling cart outward transport is then played.
Bracing members bracket is removed after the step e.
The mechanical cutter uses hydraulic disk cutting machine or chain saw cutting machine.
The invention has the advantages that compared with the prior art: 1, after constructing, it is smooth that cut surface is straight, without volume Outer equating can be well protected permanent knot for the engineering that the concrete support in supporting construction is combined with permanent structure The construction surface quality at structure position reduces the later period and repairs the whole labour of equating;2, mechanization support cutting compared to beam explosive and The vibration that the method that pneumatic pick is removed generates is less, thus to the influence of ambient enviroment when reducing supporting removal;3, using machinery Cutting machine cutting, construction noise is small, dust is few, reaches the requirement of construction site green construction.
Specific embodiment
As described below is only presently preferred embodiments of the present invention, is not intended to limit the scope of the present invention.
Embodiment 1: a kind of reinforced concrete support mechanization cutting disassembling engineering method, construction procedure are as follows:
A, it supports segment design: piecemeal being carried out to support system, is segmented and numbers in advance;It should be according to construction process and scene Actual conditions carry out piecemeal to support system, are segmented and number in advance;According to the size of construction area, reasonable disposition construction machine Tool and personnel.
B, tool-type bracing members bracket assembles: tool-type steel bracket horizontal layout, according to hoisting machinery ability and operation half Diameter situation determines that every piece of support cutting weight, the concrete support block weight after cutting are controlled in 1.5T-3T or so;It is supporting Bracing members bracket is arranged according to cutting drawing requirement in cutting position, guarantees that support construction is stablized when cutting;To the steel branch being arranged Bracketing frame will check whether its connection is firm, and whether intensity, stability reach prescribed requirement.
C, subsection hole-drilling prebored hole: is carried out to purlin and trestle large-mass member;Drilling device uses high-speed boring machine, leads to Drilling is crossed to allow loop wheel machine that there can be lifting point.
D, cutting machine is cut: being cut according to segmentation markers to reinforced concrete support section by mechanical cutter;Machine Tool cutting machine uses hydraulic disk cutting machine or chain saw cutting machine, can not set to structure reserved opening or construction hole to be provided position When setting bracing members bracket, fastener type steel pipe bent-frame bracing can be used, then cut;Since these region fork trucks can not be into Enter, support cutting section answers the maximum limit weight of strict control hoisting machinery, and general control is in 1.5T -3T or so, crane Tool can not local support, the purlin of lifting air compressor machine hand breaking can be used.
E, segmentation stay fork fortune: supporting section fork is transported to by lifting position using fork truck, and is laid with guidance tape at post-cast strip position; After support cutting, supporting section fork is transported to by lifting position using fork truck, post-cast strip position is encountered and is laid with guidance tape, one section of fork fortune is hung One section of fortune is forbidden to stack at one in the supported collection of segmentation dismounting.
F, supporting section entrucking outward transport is handled: after reinforced concrete support section passes through cutting construction to end, being applied by handling Worker person uses two ends of wirerope bundled fixed supporting section, and lifts by crane, then by gas cutting personnel by concrete support single side side Main reinforcement is cut off, and sling cart outward transport is then played.
Embodiment 2, embodiment 2 is roughly the same with 1 construction procedure of embodiment, the difference is that: it is right after step e Bracing members bracket is removed, and is handled again the rubbish at scene after dismounting.

Claims (3)

1. engineering method is cut and disassembled in a kind of reinforced concrete support mechanization, it is characterised in that: its construction procedure is as follows:
A, it supports segment design: piecemeal being carried out to support system, is segmented and numbers in advance;
B, tool-type bracing members bracket assembles: tool-type steel bracket horizontal layout, according to hoisting machinery ability and operating radius feelings Condition determines that every piece of support cutting weight, the concrete support block weight after cutting are controlled in 1.5T-3T or so;
C, subsection hole-drilling prebored hole: is carried out to purlin and trestle large-mass member;
D, cutting machine is cut: being cut according to segmentation markers to reinforced concrete support section by mechanical cutter;
E, segmentation stay fork fortune: supporting section fork is transported to by lifting position using fork truck, and is laid with guidance tape at post-cast strip position;
F, supporting section entrucking outward transport is handled: after reinforced concrete support section passes through cutting construction to end, by handling constructor Member uses two ends of wirerope bundled fixed supporting section, and lifts by crane, then by gas cutting personnel by concrete support single side side main reinforcement It cuts off, then plays sling cart outward transport.
2. engineering method is cut and disassembled in reinforced concrete support mechanization according to claim 1, it is characterised in that: the step Bracing members bracket is removed after e.
3. engineering method is cut and disassembled in reinforced concrete support mechanization according to claim 2, it is characterised in that: the machinery Cutting machine uses hydraulic disk cutting machine or chain saw cutting machine.
CN201811308778.3A 2018-11-05 2018-11-05 Engineering method is cut and disassembled in reinforced concrete support mechanization Pending CN109267764A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201811308778.3A CN109267764A (en) 2018-11-05 2018-11-05 Engineering method is cut and disassembled in reinforced concrete support mechanization

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201811308778.3A CN109267764A (en) 2018-11-05 2018-11-05 Engineering method is cut and disassembled in reinforced concrete support mechanization

Publications (1)

Publication Number Publication Date
CN109267764A true CN109267764A (en) 2019-01-25

Family

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CN201811308778.3A Pending CN109267764A (en) 2018-11-05 2018-11-05 Engineering method is cut and disassembled in reinforced concrete support mechanization

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CN (1) CN109267764A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110158609A (en) * 2019-05-28 2019-08-23 中铁十一局集团城市轨道工程有限公司 A kind of mechanization demolition reduction method of reinforced concrete brace in foundation pit
CN110777800A (en) * 2019-11-04 2020-02-11 中铁十二局集团有限公司 Construction method for dismantling foundation pit concrete purlin

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103015744A (en) * 2012-12-27 2013-04-03 中铁一局集团有限公司 Method for removing reinforced concrete chimney
US8590259B2 (en) * 2011-02-14 2013-11-26 Thomas Trinko Method of straightening foundational walls
CN103437369A (en) * 2013-08-30 2013-12-11 上海建工二建集团有限公司 Deep foundation pit support and removing method thereof
CN106049502A (en) * 2016-07-07 2016-10-26 中铁三局集团广东建设工程有限公司 Protection device for underground pipeline digging exploring cutting and digging exploring cutting method
CN108612109A (en) * 2018-04-27 2018-10-02 中国二十冶集团有限公司 The carrierless method for dismounting of concrete support beam

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8590259B2 (en) * 2011-02-14 2013-11-26 Thomas Trinko Method of straightening foundational walls
CN103015744A (en) * 2012-12-27 2013-04-03 中铁一局集团有限公司 Method for removing reinforced concrete chimney
CN103437369A (en) * 2013-08-30 2013-12-11 上海建工二建集团有限公司 Deep foundation pit support and removing method thereof
CN106049502A (en) * 2016-07-07 2016-10-26 中铁三局集团广东建设工程有限公司 Protection device for underground pipeline digging exploring cutting and digging exploring cutting method
CN108612109A (en) * 2018-04-27 2018-10-02 中国二十冶集团有限公司 The carrierless method for dismounting of concrete support beam

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110158609A (en) * 2019-05-28 2019-08-23 中铁十一局集团城市轨道工程有限公司 A kind of mechanization demolition reduction method of reinforced concrete brace in foundation pit
CN110777800A (en) * 2019-11-04 2020-02-11 中铁十二局集团有限公司 Construction method for dismantling foundation pit concrete purlin

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Application publication date: 20190125