CN101942907B - Manual disassembling technology of high-skylight cross beam - Google Patents

Manual disassembling technology of high-skylight cross beam Download PDF

Info

Publication number
CN101942907B
CN101942907B CN2010102597682A CN201010259768A CN101942907B CN 101942907 B CN101942907 B CN 101942907B CN 2010102597682 A CN2010102597682 A CN 2010102597682A CN 201010259768 A CN201010259768 A CN 201010259768A CN 101942907 B CN101942907 B CN 101942907B
Authority
CN
China
Prior art keywords
skylight
squares beam
cross beam
squares
artificial
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
CN2010102597682A
Other languages
Chinese (zh)
Other versions
CN101942907A (en
Inventor
孟祥栋
张庆渝
余涛
马洪涛
邓天佑
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.)
Chongqing Urban Construction Holdings Group Co Ltd
Original Assignee
Chongqing Urban Construction Holdings 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 Chongqing Urban Construction Holdings Group Co Ltd filed Critical Chongqing Urban Construction Holdings Group Co Ltd
Priority to CN2010102597682A priority Critical patent/CN101942907B/en
Publication of CN101942907A publication Critical patent/CN101942907A/en
Application granted granted Critical
Publication of CN101942907B publication Critical patent/CN101942907B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Abstract

The invention relates to a manual disassembling technology for buildings, in particular to a manual disassembling technology of a high-skylight cross beam, comprising the following steps of: laying a worker operation platform on the upper side of the skylight cross beam; starting to eliminate concrete from one side of the skylight cross beam by using an impact tool; cleaning the concrete on crossbeams one by one until the skylight cross beam is completely cleaned; cutting off reinforcing steel bars of four edges of the skylight cross beam; and taking off the reinforcing steel bars of the whole skylight cross beam, and the like. Due to the adoption of the technical scheme, the manual disassembling technology of the high-skylight cross beam has the advantages of low requirements on a construction condition, higher construction efficiency and safe operation and saves construction cost.

Description

The artificial dismantle processes of high skylight nine-squares beam
Technical field
The present invention relates to a kind of Buildings of Artificial dismantle processes, be specifically related to the artificial dismantle processes of a kind of high skylight nine-squares beam.
Background technology
In recent years, along with the generally raising of fast development of national economy and living standards of the people, the upsurge that has all started reconstruction of the old city town in all parts of the country.In the process that old building is removed, the artificial dismounting of high skylight nine-squares beam is big because of the work high above the ground difficulty of construction, is the problem that numerous units in charge of construction face always.If the floor downside in the high skylight of next-door neighbour has important construction of structures, primary principle is to guarantee that the concrete block that peels off in the skylight can not destroy the floor slab structure of downside when then carrying out the skylight dismounting, and this has just further strengthened working procedure, has increased difficulty of construction.
At present, manually remove, mainly adopt machine cuts to cooperate the construction technology of lifting machine lifting for the high skylight nine-squares beam under this kind situation.Specifically, at first set up the scaffold that lifting machine is installed, scaffold need be set up top, skylight always, then lifting machine is fixed on the scaffold; With wire rope with the nine-squares beam colligation of some to loop wheel machine, cut with the nine-squares beam of plant equipment after then colligation; After cutting is finished, the beam body slowly is put on the ground, to guarantee the safety of floor slab structure with loop wheel machine.
Though the construction technology of the artificial dismounting of currently used high skylight nine-squares beam can be finished the dismounting of high skylight nine-squares beam, still there are some following problems in it:
1, the nine-squares beam to the skylight cuts special cutting equipment of needs and special cutting technique personnel, and execution conditions are had relatively high expectations.
2, need before cutting earlier the forms colligation to loop wheel machine, this moment, the overall structure in skylight was destroyed, and than being easier to the phenomenon of caving in, workman's subsequent operation has very big danger, causes security performance relatively poor.
3, the height in skylight is general bigger, scaffold need be taken top, skylight from floor, causes efficiency of construction lower, and operating expenses is higher.
Summary of the invention
The technical problem to be solved in the present invention provides that a kind of execution conditions requirement is low, efficiency of construction is higher, the skylight nine-squares beam dismantle processes of handling safety and cost saving.
In order to solve the problems of the technologies described above, the invention provides the artificial dismantle processes of a kind of high skylight nine-squares beam, include following steps:
1) at skylight nine-squares beam upside paviour working platform;
2) begin to reject concrete on it with percussion tool from skylight nine-squares beam one side,, finish until skylight nine-squares beam complete liquidation by the concrete on the root cleaning crossbeam;
3) reinforcing bar on four limits of skylight nine-squares beam is cut off take off.
As preferred version, consider that the bigger concrete block that percussion tool shoots down might smash subfloor, threaten the safety of skylight nine-squares beam downside floor, before beginning to reject concrete, lay protective layer of floor slab at skylight nine-squares beam downside earlier;
Further again, consider the cost and the construction convenience of protective layer of floor slab, protective layer of floor slab is selected compact arranged sandbag for use, and sandbag is placed on the slab surfaces, with buffering and stop the concrete block that drops.
As preferred version, for the ease of the building platform, simultaneously in order to increase the safety of working platform, described workman's working platform is bamboo springboard or the plank that is fixed on skylight nine-squares beam upside, and its length is greater than the width of two panes.
As preferred version, in order to improve concrete dismounting efficient, reduce working strength of workers, described percussion tool is chosen as pneumatic pick.
Adopt the artificial dismantle processes of the high skylight nine-squares beam of the technical program to have following characteristics: 1, because working platform can be laid immediately on skylight nine-squares beam upside, and instrument is mainly common percussion tool and cutting tool, a plurality of common constructors can carry out dismounting work simultaneously, needn't set up scaffold, also needn't adopt special lifting and cutting mechanics, the conditional request of construction is lower, efficiency of construction is higher, and operating expenses is also lower; 2, remove skylight nine-squares beam concrete earlier owing to adopt, the substep of overall pulling down skylight nine-squares beam steel bar framework is removed mode again, so the phenomenon that the skylight nine-squares beam caves in suddenly can not take place, operating process is safer.
Description of drawings
Fig. 1 is that the high skylight nine-squares beam of the embodiment of the invention is removed schematic diagram;
Fig. 2 is the schematic diagram behind the high skylight nine-squares beam dismantling concrete of the embodiment of the invention.
The specific embodiment
Below in conjunction with drawings and Examples technical solution of the present invention is further specified:
As depicted in figs. 1 and 2, the invention provides the artificial dismantle processes of a kind of high skylight nine-squares beam: specifically comprise following step:
1) before dismounting work begins, on the floor of skylight nine-squares beam 1 downside, piles now 1~2 layer of sandbag, the impact force of the concrete block that peels off with buffering.
2) the bamboo springboard 3 of mating formation on nine-squares beam top, skylight, its length be greater than the width of two panes 4, and be fixed on the skylight nine-squares beam 1 with bolt, turns on one's side to prevent bamboo springboard 3.
3) constructor has worn protective equipments such as safety belt, stand on the bamboo springboard 3, side from skylight nine-squares beam 1, with the concrete on the pneumatic pick rejecting skylight nine-squares beam 1 piecemeal, be to guarantee the safety of demolishing process, should clear up fully at skylight nine-squares beam 1 crossbeam and could clear up another root after finishing; The integrality that keeps reinforcing bar 2 in the demolishing process is to guarantee the bearing capacity in skylight.
4) after all concrete for the treatment of skylight nine-squares beam 1 are removed and are finished, with a chainsaw or welding machine the reinforcing bar 2 on 1 four limits of skylight nine-squares beam is cut off, then reinforcing bar 2 monoblocks are hung to get off to get final product.
Building according to field condition of working platform can also be chosen as plank.
Above-described only is preferred implementation of the present invention, should be understood that, for a person skilled in the art, under the prerequisite that does not break away from dismantle processes of the present invention, can also make some improvement, such as: the concrete mode of taking out is impacted in conversion, changes percussion tool, changes the material and the protected mode of floor protection; These also should be considered as protection scope of the present invention, and these can not influence effect of the invention process and practical applicability.

Claims (5)

1. the artificial dismantle processes of a high skylight nine-squares beam includes following steps:
1) at skylight nine-squares beam upside paviour working platform;
2) begin to reject concrete on it with percussion tool from skylight nine-squares beam one side,, finish until skylight nine-squares beam complete liquidation by the concrete on the root cleaning crossbeam;
3) reinforcing bar on four limits of skylight nine-squares beam is cut off, take off the reinforcing bar of whole skylight nine-squares beam.
2. the artificial dismantle processes of high skylight according to claim 1 nine-squares beam is characterized in that: lay protective layer of floor slab at skylight nine-squares beam downside.
3. the artificial dismantle processes of high skylight according to claim 1 nine-squares beam is characterized in that: described workman's working platform is bamboo springboard or the plank that is fixed on skylight nine-squares beam upside, and its length is greater than the width of two panes.
4. the artificial dismantle processes of high skylight according to claim 1 nine-squares beam is characterized in that: described percussion tool is a pneumatic pick.
5. the artificial dismantle processes of high skylight according to claim 2 nine-squares beam, it is characterized in that: described protective layer of floor slab is compact arranged sandbag, and sandbag is placed on the slab surfaces.
CN2010102597682A 2010-08-23 2010-08-23 Manual disassembling technology of high-skylight cross beam Expired - Fee Related CN101942907B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2010102597682A CN101942907B (en) 2010-08-23 2010-08-23 Manual disassembling technology of high-skylight cross beam

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2010102597682A CN101942907B (en) 2010-08-23 2010-08-23 Manual disassembling technology of high-skylight cross beam

Publications (2)

Publication Number Publication Date
CN101942907A CN101942907A (en) 2011-01-12
CN101942907B true CN101942907B (en) 2011-10-05

Family

ID=43435092

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2010102597682A Expired - Fee Related CN101942907B (en) 2010-08-23 2010-08-23 Manual disassembling technology of high-skylight cross beam

Country Status (1)

Country Link
CN (1) CN101942907B (en)

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2999391B2 (en) * 1995-03-30 2000-01-17 太平電業株式会社 Demolition method of steel building
CN1202563A (en) * 1998-07-10 1998-12-23 东南大学 Prestress dismantling method for building of steel reinforced concrete and block structure
DE10120368B4 (en) * 2001-04-25 2010-05-27 Jan Forster Building or building part as well as methods for its production and dismantling
JP4651857B2 (en) * 2001-05-22 2011-03-16 西松建設株式会社 Building demolition method
JP4429857B2 (en) * 2004-09-30 2010-03-10 大和ハウス工業株式会社 Dismantling method between concrete soil, concrete plate and structure
CN1324212C (en) * 2005-11-03 2007-07-04 中国人民解放军理工大学工程兵工程学院 Linear energy connectracting cutting disassembling method of steel structured factory building
CN101403257B (en) * 2008-11-18 2011-09-14 昆明理工大学 Nondestructive demounting method for prefabricated part of IMS system Dai nationality folk house major structure

Also Published As

Publication number Publication date
CN101942907A (en) 2011-01-12

Similar Documents

Publication Publication Date Title
CN107119584B (en) A kind of method for dismounting of concrete rigid frame arch bridge
CN103938557B (en) A kind of bridge crossing method for dismounting
CN106978784B (en) A kind of Long span highway suspension bridge Demolition Construction method
CN110512895A (en) A kind of high-rise cast-in-place concrete building demolition construction method
CN107419918B (en) A kind of Historical Buildings periphery single-layer frame retains method for dismounting
CN102852344B (en) Construction method for dismounting high-rise cast-in-place concrete building
CN106638336B (en) Cross-line continuous beam method for dismounting and dismounting holder
CN109356167B (en) Deep foundation pit support dismantling system and construction method
CN106192781A (en) The method for dismounting of prestressing force list case three Room plate-girder
CN107165281A (en) A kind of high-altitude long-span overhung steel platform mould bases construction
CN106055801B (en) A kind of determination method of Brace in Deep Footing Groove beam demolition blasting sequence
CN106088447A (en) A kind of exterior wall builder's jack shaped steel eye protective brick device and construction method
CN203961238U (en) Bolt anchor slab adjustable tool formula builder's jack
CN101942907B (en) Manual disassembling technology of high-skylight cross beam
CN102425123B (en) Combined type protection shed frame and construction method thereof
CN112727147A (en) Outdoor suspended step dismantling method
CN205348724U (en) Detachable wire rope rings anchor structure of external scaffolding of encorbelmenting
CN202055502U (en) Basket-type operating platform for construction of high-rise building construction
CN206143650U (en) Cross -line continuous beam is demolishd and is used support
CN106049503A (en) Pretreatment method for blasting demolition of reinforced concrete supporting beam in foundation pit
CN203080934U (en) Overhanging type discharging platform
CN109877136A (en) A kind of hydraulic recycling plant of high quantity of reinforcement waste concrete and its disassembling method
CN102493367B (en) Non-blasting construction method for dismantling pier to land bridge
CN114134828A (en) Method for quickly dismantling upper structure of truss arch bridge
CN204781872U (en) Regularization post reinforcement operation platform

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20111005

Termination date: 20190823