CN106193567B - Construction method is received in super-high buildings variable cross-section integrated form lifting operation platform - Google Patents

Construction method is received in super-high buildings variable cross-section integrated form lifting operation platform Download PDF

Info

Publication number
CN106193567B
CN106193567B CN201610560241.0A CN201610560241A CN106193567B CN 106193567 B CN106193567 B CN 106193567B CN 201610560241 A CN201610560241 A CN 201610560241A CN 106193567 B CN106193567 B CN 106193567B
Authority
CN
China
Prior art keywords
operation platform
integrated form
lifting operation
form lifting
variable cross
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
CN201610560241.0A
Other languages
Chinese (zh)
Other versions
CN106193567A (en
Inventor
吕长岩
曾波
高峰
刘洋
陈绍飞
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 Fifth Bureau Third Construction Co Ltd
Original Assignee
China Construction Fifth Bureau Third Construction 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 Fifth Bureau Third Construction Co Ltd filed Critical China Construction Fifth Bureau Third Construction Co Ltd
Priority to CN201610560241.0A priority Critical patent/CN106193567B/en
Publication of CN106193567A publication Critical patent/CN106193567A/en
Application granted granted Critical
Publication of CN106193567B publication Critical patent/CN106193567B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

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
    • E04G3/00Scaffolds essentially supported by building constructions, e.g. adjustable in height
    • E04G3/28Mobile scaffolds; Scaffolds with mobile platforms
    • 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
    • E04G3/00Scaffolds essentially supported by building constructions, e.g. adjustable in height
    • E04G3/28Mobile scaffolds; Scaffolds with mobile platforms
    • E04G3/30Mobile scaffolds; Scaffolds with mobile platforms suspended by flexible supporting elements, e.g. cables
    • E04G3/32Hoisting devices; Safety devices
    • 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
    • E04G3/00Scaffolds essentially supported by building constructions, e.g. adjustable in height
    • E04G3/28Mobile scaffolds; Scaffolds with mobile platforms
    • E04G2003/286Mobile scaffolds; Scaffolds with mobile platforms mobile vertically

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
  • Movable Scaffolding (AREA)

Abstract

The invention discloses receive construction method in a kind of super-high buildings variable cross-section integrated form lifting operation platform, first, cantilever steel girder is fixed on floor, integrated form lifting operation platform is promoted, when integrated form lifting operation platform rises at non-variable cross-section, unclamp the bolt of the fixation cantilever steel girder on the floor at non-variable cross-section, the front end of cantilever steel girder is fixedly connected with integrated form lifting operation platform, integrated form lifting operation platform is inwardly drawn using the other cucurbit being connected between floor and integrated form lifting operation platform, integrated form lifting operation platform is drawn in place several times, the drawing of integrated form lifting operation platform is fixedly mounted on afterwards in place on the floor at non-variable cross-section.

Description

Construction method is received in super-high buildings variable cross-section integrated form lifting operation platform
Technical field
The present invention relates to construction method is received in a kind of integrated form lifting operation platform, more particularly to a kind of super high-rise building Exterior building profile is due to receiving processing construction method in integrated form lifting operation platform when moulding needs to carry out variable cross-section.
Background technique
In super high-rise building, often due to architectural image needs external frame trestle carrying out interior receipts by batter post, and just Presently, Super High often uses integrated form lifting operation platform, this just gives how to carry out elevator belt when constructing this variable cross-section Difficulty is carried out.
The mode for generalling use replacement climbing frame at the construction field (site) at present carries out interior receipts, i.e., interior region climbing frame of receiving is parked in variable cross-section Place, re-assemblies climbing frame in lower part, and during which structure construction has how to ask using overhanging steel pipe frame construction, this alternative Topic:
(1) the site operation duration is influenced.Climbing frame integral installation generally requires structure construction cooperation, and needs to suspend portion Subregion construction often leads to main body duration lag so as to climbing frame installation.
(2) risk is big.Due to the process temporarily converted there are one, climbing frame risk during installation and removal It is the largest the moment, since such construction will lead to being dismounted for multiple times, there are titanic perils.
(3) cross-operation, the interspersed complexity of working procedure, it is more to occupy climbing frame resource, and huge climbing frame is needed to assemble field Ground.
Summary of the invention
Technical problem to be solved by the invention is to provide it is a kind of it is economic and environment-friendly, construction is convenient, safely and effectively faces frontier defense Construction method is received in the super-high buildings variable cross-section integrated form lifting operation platform of shield.
In order to solve the above technical problem, the present invention provides super-high buildings variable cross-section integrated form lifting operation platform in receive Construction method promotes integrated form lifting operation platform firstly, cantilever steel girder is fixed on floor, when integrated form is gone up and down When operating platform is risen at non-variable cross-section, the bolt of the fixation cantilever steel girder on the floor at non-variable cross-section is unclamped, will be overhang The front end of girder steel is fixedly connected with integrated form lifting operation platform, is put down using the other floor that is connected to integrated form descending operation Cucurbit between platform inwardly draws integrated form lifting operation platform, several times draws in place integrated form lifting operation platform, integrates The drawing of formula lifting operation platform is fixedly mounted on afterwards in place on the floor at non-variable cross-section.
The cantilever steel girder is welded according to the channel steel of the 3.0m long of design requirement selection respective strengths model.
The cantilever steel girder selects the pre-embedded bolt of respective strengths model to be fixed according to design requirement.
The integrated form lifting operation platform is promoted using electric block.
The integrated form lifting operation platform is received in being carried out by several times using bottle gouard moved by hands.
Gap between integrated form lifting operation platform is welded with riffled iron and scaffold board in plane, and facade hangs punching net Piece.
Construction method, advantage are received in super-high buildings variable cross-section integrated form lifting operation platform by adopting the above technical scheme It is as follows:
(1) the site operation duration is not impacted.Climbing frame climb and interior receipts used in the time be about half of working day, can To be not take up the main body construction time using constructing in the construction technology intermittent phase after the completion of concreting.
(2) risk is small.It constructs by this patent, climbing frame only carries out partial disassembly, without carrying out repeatedly whole tear open Dress reduces construction risk.
(3) place is saved.Reduce the place demand of multiple integral disassembly, assembly frame body.
(4) save the cost.Construction technology is easy, compared to traditional handicraft, there is very big saving for manpower, material.
When super high-rise building exterior building profile needs to carry out variable cross-section due to moulding, received in integrated form lifting operation platform Construction method is handled, without dismounting integrated form lifting operation platform again, completes to receive in aerial.Present invention process construction It is easy, quick, it can effectively save and receive occupied human and material resources, place, duration etc. one in conventional ultra high layer variable cross-section climbing frame Serial cost, while reducing construction risk.
In conclusion it is present invention process easy construction, quick, it can effectively save in conventional ultra high layer variable cross-section climbing frame and receive A series of costs such as occupied human and material resources, place, duration, while reducing construction risk.It can be used with large-scale popularization.
Detailed description of the invention
Fig. 1 is the step 1 schematic diagram of the construction of the embodiment of the present invention.
Fig. 2 is the step 2 schematic diagram of the construction of the embodiment of the present invention.
Fig. 3 is the step 3 schematic diagram of the construction of the embodiment of the present invention.
Fig. 4 is the step 4 schematic diagram of the construction of the embodiment of the present invention.
Fig. 5 is the step 5 schematic diagram of the construction of the embodiment of the present invention.
Fig. 6 is the step 6 schematic diagram of the construction of the embodiment of the present invention.
Fig. 7 is the step 7 schematic diagram of the construction of the embodiment of the present invention.
Fig. 8 is the step 8 schematic diagram of the construction of the embodiment of the present invention.
Fig. 9 is the step 9 schematic diagram of the construction of the embodiment of the present invention.
Figure 10 is the step 10 schematic diagram of the construction of the embodiment of the present invention.
Figure 11 is the step 11 schematic diagram of the construction of the embodiment of the present invention.
Figure 12 is the step 12 schematic diagram of the construction of the embodiment of the present invention.
Specific embodiment
Present invention will be further explained below with reference to the attached drawings and specific embodiments.
Referring to Fig. 1 to Figure 12, by taking day converges center projects as an example, this engineering office building structure has 3 variable cross-sections, becomes cut every time Face is by receiving 1300mm in two layers of batter post.This integrated form lifting operation platform 2 takes the treatment measures that will be drawn in frame body.Overhang steel Beam 1 is welded according to the channel steel of the 3.0m long of design requirement selection respective strengths model, firstly, cantilever steel girder 1 uses basis Design requirement selects the pre-embedded bolt of respective strengths model to be fixed on floor 3, is connected to floor 3 and collection using electric block 4 Integrated form lifting operation platform 2 is promoted between accepted way of doing sth lifting operation platform 2, when integrated form lifting operation platform 2 climbs When to non-variable cross-section, the bolt of the fixation cantilever steel girder 1 on the floor 3 at non-variable cross-section is unclamped, by the front end of cantilever steel girder 1 It is fixedly connected with integrated form lifting operation platform 2, is connected between floor 3 and integrated form lifting operation platform 2 using other Bottle gouard moved by hands 5 each 200mm of integrated form lifting operation platform 2 is inwardly drawn, for the last time by integrated form lifting operation platform 2 Interior drawing 300mm divides 6 times and draws integrated form lifting operation platform 2 in place, and integrated form lifting operation platform 2 is drawn in place afterwards using attached Support 6 integrated form lifting operation platform 2 is fixedly mounted on the floor 3 at non-variable cross-section.Integrated form lifting operation platform 2 Between gap, welded with riffled iron and scaffold board in plane, facade hangs punching mesh sheet.The time receiving, need will be extra in each variable cross-section Frame body and seat in the plane dismantle.It need to pay special attention to that stringent calculating need to be carried out for different engineerings, notice that structure stress whether can Enough meet climbing frame overhanging demand.

Claims (6)

1. construction method is received in a kind of super-high buildings variable cross-section integrated form lifting operation platform, it is characterized in that: firstly, cantilever steel girder It is fixed on floor, is connected between floor and integrated form lifting operation platform using electric block flat to integrated form descending operation Platform is promoted, and when integrated form lifting operation platform rises at non-variable cross-section, unclamps consolidating on the floor at non-variable cross-section The front end of cantilever steel girder is fixedly connected, using other connection by the bolt for determining cantilever steel girder with integrated form lifting operation platform Cucurbit between floor and integrated form lifting operation platform inwardly draws integrated form lifting operation platform, several times by integrated form Lifting operation platform is drawn in place, and the drawing of integrated form lifting operation platform is fixedly mounted on afterwards in place on the floor at non-variable cross-section.
2. receiving construction method, feature in super-high buildings variable cross-section integrated form lifting operation platform according to claim 1 Be: the cantilever steel girder is welded according to the channel steel of the 3.0m long of design requirement selection respective strengths model.
3. construction method is received in super-high buildings variable cross-section integrated form lifting operation platform according to claim 1 or 2, it is special Sign is: the cantilever steel girder selects the pre-embedded bolt of respective strengths model to be fixed according to design requirement.
4. construction method is received in super-high buildings variable cross-section integrated form lifting operation platform according to claim 1 or 2, it is special Sign is: the integrated form lifting operation platform is promoted using electric block.
5. construction method is received in super-high buildings variable cross-section integrated form lifting operation platform according to claim 1 or 2, it is special Sign is: the integrated form lifting operation platform carries out interior receive using bottle gouard moved by hands by several times.
6. construction method is received in super-high buildings variable cross-section integrated form lifting operation platform according to claim 1 or 2, it is special Sign is: the gap between integrated form lifting operation platform, is welded in plane with riffled iron and scaffold board, and facade hangs punching mesh sheet.
CN201610560241.0A 2016-07-15 2016-07-15 Construction method is received in super-high buildings variable cross-section integrated form lifting operation platform Active CN106193567B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610560241.0A CN106193567B (en) 2016-07-15 2016-07-15 Construction method is received in super-high buildings variable cross-section integrated form lifting operation platform

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610560241.0A CN106193567B (en) 2016-07-15 2016-07-15 Construction method is received in super-high buildings variable cross-section integrated form lifting operation platform

Publications (2)

Publication Number Publication Date
CN106193567A CN106193567A (en) 2016-12-07
CN106193567B true CN106193567B (en) 2019-04-02

Family

ID=57475250

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201610560241.0A Active CN106193567B (en) 2016-07-15 2016-07-15 Construction method is received in super-high buildings variable cross-section integrated form lifting operation platform

Country Status (1)

Country Link
CN (1) CN106193567B (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107806237A (en) * 2017-11-28 2018-03-16 中建局集团建设发展有限公司 A kind of high building hydraulic climbing protecting screen and its construction method
CN112758786B (en) * 2021-01-15 2024-06-14 贵阳普天物流技术有限公司 Efficient lifting method and lifting system suitable for high-rise variable-section building
CN112942790A (en) * 2021-04-08 2021-06-11 中国华西企业有限公司 Cantilever climbing device and construction method of cantilever structure
CN114250965A (en) * 2021-12-28 2022-03-29 中国建筑第二工程局有限公司 Climbing frame wall-attaching device for variable cross-section construction of high-rise building and construction method thereof

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2232469Y (en) * 1995-11-22 1996-08-07 大连第一建筑工程公司 Hydraulic self-lifting scaffold
CN2268748Y (en) * 1996-05-07 1997-11-26 沈海晏 Guide railing synchronously lifting scaffold
CN101852008A (en) * 2010-06-04 2010-10-06 刘玉伟 Lifting scaffold device
CN103291066A (en) * 2013-06-01 2013-09-11 山东天齐置业集团股份有限公司 Auxiliary device for wall-attached frame for construction lifts, and strengthening method of auxiliary device
CN104234439A (en) * 2014-09-03 2014-12-24 中铁十六局集团城市建设发展有限公司 Angle regulating device and angle regulating method in integrated frame lifting process
CN104295083A (en) * 2014-10-11 2015-01-21 中建八局大连建设工程有限公司 Guidance and hanging separated cantilever beam composite structure of integrated climbing frame
CN105484505A (en) * 2015-11-24 2016-04-13 中建三局集团有限公司 Variable angle vertical concrete structure climbing device and use method thereof

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2232469Y (en) * 1995-11-22 1996-08-07 大连第一建筑工程公司 Hydraulic self-lifting scaffold
CN2268748Y (en) * 1996-05-07 1997-11-26 沈海晏 Guide railing synchronously lifting scaffold
CN101852008A (en) * 2010-06-04 2010-10-06 刘玉伟 Lifting scaffold device
CN103291066A (en) * 2013-06-01 2013-09-11 山东天齐置业集团股份有限公司 Auxiliary device for wall-attached frame for construction lifts, and strengthening method of auxiliary device
CN104234439A (en) * 2014-09-03 2014-12-24 中铁十六局集团城市建设发展有限公司 Angle regulating device and angle regulating method in integrated frame lifting process
CN104295083A (en) * 2014-10-11 2015-01-21 中建八局大连建设工程有限公司 Guidance and hanging separated cantilever beam composite structure of integrated climbing frame
CN105484505A (en) * 2015-11-24 2016-04-13 中建三局集团有限公司 Variable angle vertical concrete structure climbing device and use method thereof

Also Published As

Publication number Publication date
CN106193567A (en) 2016-12-07

Similar Documents

Publication Publication Date Title
CN106193567B (en) Construction method is received in super-high buildings variable cross-section integrated form lifting operation platform
CN101672102B (en) Steel structural overhead ceiling construction platform
CN104947926B (en) A kind of Core Walls Structure inner core top formwork system hard protection device and its construction method
CN204199686U (en) Without outrigger concrete parapet formwork system
CN205501837U (en) Steel case roof beam becomes bridge welding simple platform
CN104310165A (en) Guide rail type adhesion construction lifter and construction method thereof
CN102116051A (en) Layer-by-layer overhanging structure lifting method
CN105804400A (en) Hoisting construction method of curved truss
CN208899886U (en) Cantilever frame platform
CN105952129B (en) A kind of elevator combined type entirety lifting operation platform and its construction method
CN211173007U (en) Novel tripod of encorbelmenting
CN210084736U (en) A portable lifting hook for installation of people's air defense door
CN208732486U (en) Roofing monorail crane
CN207312995U (en) One kind self-control bridge-collision-avoidance wall form hanging device
CN202706495U (en) Ladder type air basket
CN110107095A (en) The installation method of high-altitude long-span steel truss
CN209723565U (en) Attached tower crane attachment construction operation platform outside a kind of steel-core wall structure
CN105370027A (en) Construction method for integrally lifted and supported steel platform structure in high-rise suspended structure
CN204225503U (en) Large span steel truss high altitude bulk conversion beam moulding bed
CN204402001U (en) For the mobile operating platform system that structure for steel structure roof inner slab is installed
CN110118014B (en) Exterior wall template system free of exterior scaffold and construction method thereof
CN209670224U (en) A kind of precast stair plate for facilitating lifting to place
CN210289075U (en) Adjustable elevator shaft operating platform system that can have enough to meet need
CN204081433U (en) Steel structural roof liner profiled sheet construction Special-purpose hanger basket support
CN102733612B (en) Mounting method of electric hoist orbit

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant