CN106150057A - A kind of split blade type hydraulic pressure lift climbing frame - Google Patents

A kind of split blade type hydraulic pressure lift climbing frame Download PDF

Info

Publication number
CN106150057A
CN106150057A CN201610715654.1A CN201610715654A CN106150057A CN 106150057 A CN106150057 A CN 106150057A CN 201610715654 A CN201610715654 A CN 201610715654A CN 106150057 A CN106150057 A CN 106150057A
Authority
CN
China
Prior art keywords
climbing frame
track
connector
type facilities
frame
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.)
Granted
Application number
CN201610715654.1A
Other languages
Chinese (zh)
Other versions
CN106150057B (en
Inventor
信心
曹诚恩
张本祥
高明
关宏生
高飞
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 Third Metallurgical Group Co Ltd
Original Assignee
China Third Metallurgical 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 Third Metallurgical Group Co Ltd filed Critical China Third Metallurgical Group Co Ltd
Priority to CN201610715654.1A priority Critical patent/CN106150057B/en
Publication of CN106150057A publication Critical patent/CN106150057A/en
Application granted granted Critical
Publication of CN106150057B publication Critical patent/CN106150057B/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
    • E04G5/00Component parts or accessories for scaffolds
    • 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
    • E04G5/00Component parts or accessories for scaffolds
    • E04G5/04Means for fastening, supporting, or bracing scaffolds on or against building constructions
    • 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
    • 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
    • E04G5/00Component parts or accessories for scaffolds
    • E04G2005/008Hoisting devices specially adapted as part of a scaffold system

Abstract

The present invention relates to a kind of split blade type descaling lift climbing frame, including track-type facilities, connector, mobile hydraulic lifting means, climbing frame, described climbing frame is fixing with track-type facilities to be connected, track-type facilities is connected with building floor face by connector, and mobile hydraulic lifting means can realize the track-type facilities i.e. lifting of climbing frame or decline by its hydraulic jack as required.It provides the benefit that: simple in construction, easy construction, cost of labor is cheap, it is few to take construction material, good looking appearance, security performance are high, can promote by burst, can improve speed of application.

Description

A kind of split blade type hydraulic pressure lift climbing frame
Technical field
The present invention relates to a kind of construction equipment in architectural engineering construction technique field, particularly relate to a kind of split blade type hydraulic pressure Hoisting type climbing frame.
Background technology
At present, in Building Construction, high level especially high-rise building generally uses profile steel overhanging foot hands Frame, end item uses electric block integral lifting attached lifting scaffold.
When using profile steel overhanging scaffold, all floors are required for setting up, and encorbelment every time and highly must not exceed 20m, need to use The circulation materials such as substantial amounts of shaped steel steel pipe, and install, to dismantle needs substantial amounts of manually, causes engineering cost high, meanwhile, in peace Dress, dismounting scaffold time abnormally dangerous, easily there is security incident in workman.On scaffold, protection network is Dense mesh screen, shaky, phase Connecting for point between adjacent Dense mesh screen, have gap, easily fly out construction material, causes engineering accident.It addition, overhanging scaffold can not Operating platform can be set up layer by layer, so, it is easily caused the generation of personnel's falling accident, there is potential safety hazard.
The technics comparing using electric block integral lifting attached lifting scaffold is complicated, and electric wire wiring is more, lays Guide rail is wasted time and energy, and needs overall lifting in work progress, promotes relatively slow, and during hoisting type, uncertain factor is many.In subregion During construction, pour after the concrete in a region can not hoisting scaffold in time, cause work layer not protected in time.
Summary of the invention
For overcoming prior art not enough, the invention provides a kind of split blade type descaling lift climbing frame, simple in construction, construction Conveniently, cost of labor is cheap, it is few to take construction material, good looking appearance, security performance high, can promote by burst, can improve construction speed Degree.
In order to achieve the above object, the present invention realizes by the following technical solutions:
A kind of split blade type descaling lift climbing frame, including track-type facilities, connector, mobile hydraulic lifting means, climbing frame, It is characterized in that, described climbing frame is fixing with track-type facilities to be connected, and track-type facilities is connected with building floor face by connector, moves Actuated hydraulic lifting means can be promoted by its hydraulic jack or decline track-type facilities as required.
Described track-type facilities is made up of guide rail, girth member, " tooth " part, suspension ring, and its middle guide is 2 and is welded by girth member Fixing, suspension ring are 2 tops being respectively welded at two guide rails, and " tooth " part is N group, separated by a distance are symmetrically welded at two On guide rail.
Described connector is made up of bearing bar, rotatable pulling track-type facilities, fixing bolt, attaching nut, anchoring piece, Wherein the end of connector is provided with bearing bar and rotatable pulling track-type facilities, coordinates " card " to live guide rail dress with guide rail " tooth " part Put;The other end of connector by fixing bolt and the attaching nut being embedded in concrete, anchoring piece is fixing is connected.
Described mobile hydraulic lifting means includes electric hydaulic power set, hydraulic tube, hydraulic jack and jacking frame, Wherein pressure oil is passed to hydraulic jack and jacking frame by hydraulic tube by electric hydaulic power set.
Described climbing frame is made up of channel-section steel, colored steel, I shape combination wood stupefied, operating platform, channel-section steel one, square steel, and wherein channel-section steel is 2 Part is connected to one with 2 corresponding fixing connections of guide rail, channel-section steel and colored steel by I shape combination wood is stupefied respectively by channel-section steel one, square steel Rising, operating platform links together by I shape combination wood is stupefied with channel-section steel one.
Construction procedure:
1) according to construction G-Design climbing frame size, including the climbing frame site plan of each floor, climbing frame total quantity, list The length height of individual climbing frame, the position of guide rail, the wooden stupefied spacing of I shape combination, wherein climbing frame is designed as split blade type, every climbing frame Length is usually no more than 10m, height generally 3-4 layer building floor height i.e. about 11m;Every climbing frame sets 2 channel-section steels, 2 channel-section steels Between the width B1*0.207 that distance B is the width B1-2* climbing frame taking climbing frame after rounding value, between i.e. 2 guide rails away from From.
2), after reinforced bar engineering completes, pre-buried attaching nut, anchoring piece in side bar steel reinforcement cage, the root at anchoring piece is placed The reinforcing bar of piece diameter an about 10mm, to strengthen withdrawal resistance.
3) pour concrete, after concrete has some strength, and after levels anchoring piece is the most pre-buried, possesses installation climbing frame condition.
4) make assembling climbing frame and track-type facilities according to project progress, utilize tower crane to tangle suspension ring for the first time and hang Dress is installed, and it is a piece of that place hour assembles a piece of installation, can assemble multi-disc in advance and lift together when place is big.
5) protective cover of attaching nut is removed, by connector by fixing bolt and the attaching nut being embedded in concrete, anchor Firmware connects, and the other end of connector is by the bearing bar being provided with and rotatable pulling track-type facilities, with guide rail " tooth " part Coordinate " card " to live track-type facilities, complete to install first;Connector typically uses at continuous two-layer building level surface simultaneously, superstructure The connector of aspect does not stresses in vertical direction with guide rail, in only the horizontal direction stress, and the connector of superstructure aspect only exists Anti-fall effect is played when climbing frame falls.
6) when construction completes to need to promote climbing frame, by hydraulic jack and the jacking frame peace of mobile hydraulic lifting means Install on 2 guide rails, adjust bearing bar and rotatable pulling track-type facilities, unclamp the connection between connector and guide rail, open Galvanic electricity hydrodynamic pressure power set by hydraulic jack and jacking frame by guide rail and climbing frame jack-up, one " tooth " part of each jacking Distance, repeatedly jacking, until the height of one floor of jacking;Again adjust bearing bar and rotatable pulling track-type facilities, lock It is connected between clamping joint with guide rail, dismantles and remove mobile hydraulic lifting means, complete the lifting operation of a climbing frame.
7) step 6 is repeated), climbing frame can go straight up to the top layer to entire building.
8) as climbing frame need to be used to carry out the construction of external decoration, the most successively declining climbing frame, operating principle is ibid;If not Climbing frame need to be used to carry out external decoration, utilize tower crane can remove climbing frame by burst.
9) every climbing frame is removed, store, treat that next engineering turnover uses.
Compared with prior art, the invention has the beneficial effects as follows:
1, the problem that overhanging scaffold construction is inconvenient, cost of labor is high is efficiently solved.
2, efficiently solving overhanging scaffold, to take material many, the problem that material cost is high.
3, workman's dangerous big problem when setting up dismounting overhanging scaffold is efficiently solved.
4, the problem that overhanging scaffold construction speed is slow is efficiently solved.
5, efficiently solve electric block integral lifting attached lifting scaffold complex process, construction inconvenience, promote Speed, cost high problem high, dangerous.
Accompanying drawing explanation
Fig. 1 is the edge-on cross-sectional view of the present invention;
Fig. 2 is the structural representation front view of the track-type facilities of the present invention;
Fig. 3 is the structural representation left view of the track-type facilities of the present invention;
Fig. 4 is I portion structure for amplifying schematic diagram in Fig. 1;
Fig. 5 is II portion structure for amplifying schematic diagram in Fig. 1;
Fig. 6 is the positive facade structural representation of the climbing frame of the present invention.
In figure: 1-track-type facilities 11-guide rail 12-girth member 13-" tooth " part 14-suspension ring 2-connector 21-load-bearing Bar 22-rotatable pulling track-type facilities 23-fixes bolt 24-attaching nut's 25-anchoring piece 3-electric hydaulic power dress Put 31-hydraulic tube 32-hydraulic jack and jacking frame 4-climbing frame 41-channel-section steel 42-colored steel 43-I shape combines wooden stupefied 44-behaviour Make platform 45-channel-section steel 1 square steel
Detailed description of the invention
Below in conjunction with the accompanying drawings the detailed description of the invention of the present invention is described further:
As shown in figs 1 to 6, a kind of split blade type descaling lift climbing frame of the present invention, including track-type facilities 1, connect Part 2, mobile hydraulic lifting means, climbing frame 4, described climbing frame 4 is fixing with track-type facilities 1 to be connected, and track-type facilities 1 passes through connector 2 are connected with building floor face, and mobile hydraulic lifting means can be promoted by its hydraulic jack 32 or be declined as required Track-type facilities 1, i.e. realizes the lifting of climbing frame 4 to meet differing heights construction requirement.
Described track-type facilities 1 is made up of guide rail 11, girth member 12, " tooth " part 13, suspension ring 14, and its middle guide 11 is 2 and leads to Cross girth member 12 and be welded and fixed composition frame structure, undertake the weight of climbing frame 4 and workmen etc.;Suspension ring 14 are 2 and weld respectively It is connected on the top of two guide rails 11, when first installation, connects tower crane hook;" tooth " part is N group, separated by a distance (general For 300mm) it is symmetrically welded on two guide rails 11.
Described connector 2 is by bearing bar 21, rotatable pulling track-type facilities 22, fixing bolt 23, attaching nut 24, anchor Firmware 25 forms, and wherein the end of connector 2 is provided with bearing bar 21 and rotatable pulling track-type facilities 22, with guide rail 11 " tooth " part 13 coordinates " card " to live track-type facilities 1, will fix by track-type facilities 1;The other end of connector 2 is by fixing bolt 23 Fix be connected with the attaching nut 24 being embedded in concrete, anchoring piece 25, connector 2 is fixed on floor concrete.Fixing bolt 23 Detachably have enough to meet the need use.
Described mobile hydraulic lifting means includes electric hydaulic power set 3, hydraulic tube 31, hydraulic jack and jacking Frame 32, wherein pressure oil is passed to hydraulic jack and jacking frame 32 by hydraulic tube 31 by electric hydaulic power set 3, in order to Jack-up track-type facilities 1 and climbing frame 4, it is achieved the lifting of climbing frame 4.
Described climbing frame 4 is stupefied 43 by channel-section steel 41, colored steel 42, I shape combination wood, operating platform 44, channel-section steel 1, square steel 46 groups Become, wherein channel-section steel 41 be 2 by channel-section steel 1, square steel 46 fixing connection corresponding with 2 guide rails 11, channel-section steel 41 and colored steel respectively 42 are linked together by I shape combination wood stupefied 43, and operating platform 44 is connected to one with channel-section steel 1 by I shape combination wood stupefied 43 Rise.Colored steel 42 use lightweight colored steel with holes as peripheral guardrail, elegant in appearance and safer, reliable.
Construction procedure:
1) according to construction G-Design climbing frame size, including the climbing frame site plan of each floor, climbing frame total quantity, list The length height of individual climbing frame, the position of guide rail, the wooden stupefied spacing of I shape combination, wherein climbing frame is designed as split blade type, every climbing frame Length is usually no more than 10m, height generally 3-4 layer building floor height i.e. about 11m;Every climbing frame sets 41,2 grooves of 2 channel-section steels Distance B between steel 41 is the rounding value after the width B1*0.207 of the width B1-2* climbing frame taking climbing frame 4, i.e. 2 guide rails 11 it Between distance (guide rail 11 with channel-section steel 41 be correspondingly arranged).
2), after reinforced bar engineering completes, pre-buried attaching nut 24, anchoring piece 25 in side bar steel reinforcement cage, at the root of anchoring piece 25 The reinforcing bar of diameter an about 10mm is placed in portion, to strengthen withdrawal resistance.
3) pour concrete, after concrete has some strength, and after levels anchoring piece 25 is the most pre-buried, possesses installation climbing frame bar Part.
4) make assembling climbing frame 4 and track-type facilities 1 according to project progress, utilize tower crane to tangle suspension ring 14 for the first time and enter Row lifting is installed, and it is a piece of that place hour assembles a piece of installation, can assemble multi-disc in advance and lift together when place is big.
5) protective cover of attaching nut 24 is removed, by connector 2 by fixing bolt 23 and the connection spiral shell being embedded in concrete Mother 24, the fixing connection of anchoring piece 25, the other end of connector 2 is filled by the bearing bar 21 being provided with and rotatable pulling guide rail Put 22, coordinate with " tooth " part 13 of guide rail 11 " card " to live track-type facilities 1, will link together with connector 2 by track-type facilities 1, Complete to install first;Connector 2 typically uses at continuous two-layer building level surface simultaneously, the connector 2 of superstructure aspect with lead Rail 11 does not stresses in vertical direction, in only the horizontal direction stress, and the connector 2 of superstructure aspect only rises when climbing frame 4 falls To anti-fall effect.
6) when construction completes to need to promote climbing frame 4, by hydraulic jack and the jacking frame of mobile hydraulic lifting means 32 are installed on 2 guide rails 11, adjust bearing bar 21 and rotatable pulling track-type facilities 22, unclamp connector 2 and guide rail 11 Connection, start electric hydaulic power set 3 by hydraulic jack and jacking frame 32 by guide rail 11 and climbing frame 4 jack-up, every time The distance (300mm) of one " tooth " part 13 of jacking, repeatedly jacking, until the height of one floor of jacking;Again adjust bearing bar 21 and rotatable pulling track-type facilities 22, locking connector 2 is connected between guide rail 11, dismantles and removes mobile hydraulic and carry The equipment of liter, completes the lifting operation of a climbing frame 4.
7) step 6 is repeated), climbing frame 4 can go straight up to the top layer to entire building.
8) as climbing frame 4 need to be used to carry out the construction of external decoration, the most successively declining climbing frame 4, operating principle is ibid;As It is not required to use climbing frame 4 to carry out external decoration, utilizes tower crane can remove climbing frame 4 by burst.
9) every climbing frame 4 is removed, store, treat that next engineering turnover uses.

Claims (5)

1. a split blade type descaling lift climbing frame, including track-type facilities, connector, mobile hydraulic lifting means, climbing frame, its Being characterised by, described climbing frame is fixing with track-type facilities to be connected, and track-type facilities is connected with building floor face by connector, mobile Formula hydraulic lifting device can be promoted by its hydraulic jack or decline track-type facilities as required.
A kind of split blade type descaling lift climbing frame the most according to claim 1, it is characterised in that described track-type facilities is by leading Rail, girth member, " tooth " part, suspension ring form, and its middle guide is 2 and is welded and fixed by girth member, and suspension ring are 2 and are respectively welded at The top of two guide rails, " tooth " part is N group, separated by a distance is symmetrically welded on two guide rails.
A kind of split blade type descaling lift climbing frame the most according to claim 1, it is characterised in that described connector is by load-bearing Bar, rotatable pulling track-type facilities, fixing bolt, attaching nut, anchoring piece composition, wherein the end of connector is provided with load-bearing Bar and rotatable pulling track-type facilities, coordinate " card " to live track-type facilities with guide rail " tooth " part;The other end of connector is by solid Attaching nut, the anchoring piece of determining bolt and be embedded in concrete are fixed and are connected.
A kind of split blade type descaling lift climbing frame the most according to claim 1, it is characterised in that described climbing frame by channel-section steel, Colored steel, I shape combination wood stupefied, operating platform, channel-section steel one, square steel composition, wherein channel-section steel be 2 by channel-section steel one, square steel respectively with 2 Root guide rail correspondence is fixing to be connected, and channel-section steel links together by I shape combination wood is stupefied with colored steel, and operating platform and channel-section steel one pass through I Shape combination wood is stupefied to link together.
A kind of split blade type descaling lift climbing frame the most according to claim 1, it is characterised in that it includes following construction step Rapid:
1) according to construction G-Design climbing frame size, including the climbing frame site plan of each floor, climbing frame total quantity, single climb The length height of frame, the position of guide rail, the wooden stupefied spacing of I shape combination, wherein climbing frame is designed as split blade type, the length of every climbing frame It is usually no more than 10m, height generally 3-4 layer building floor height i.e. about 11m;Every climbing frame sets 2 channel-section steels, between 2 channel-section steels The width B1*0.207 that distance B is the width B1-2* climbing frame taking climbing frame after rounding value, the distance between i.e. 2 guide rails.
2), after reinforced bar engineering completes, pre-buried attaching nut, anchoring piece in side bar steel reinforcement cage, the root at anchoring piece places one The reinforcing bar of diameter about 10mm, to strengthen withdrawal resistance.
3) pour concrete, after concrete has some strength, and after levels anchoring piece is the most pre-buried, possesses installation climbing frame condition.
4) make assembling climbing frame and track-type facilities according to project progress, utilize tower crane to tangle suspension ring for the first time and carry out lifting peace Dress, it is a piece of that place hour assembles a piece of installation, can assemble multi-disc in advance and lift together when place is big.
5) protective cover of attaching nut is removed, by connector by fixing bolt and the attaching nut being embedded in concrete, anchoring piece Connecting, the other end of connector, by the bearing bar being provided with and rotatable pulling track-type facilities, coordinates with guide rail " tooth " part " block " firmly track-type facilities, complete to install first;Connector typically uses at continuous two-layer building level surface simultaneously, superstructure aspect Connector do not stress in vertical direction with guide rail, stress in only the horizontal direction, the connector of superstructure aspect is only at climbing frame Anti-fall effect is played when falling.
6) when construction completes to need to promote climbing frame, hydraulic jack and the jacking frame of mobile hydraulic lifting means are installed to On 2 guide rails, adjust bearing bar and rotatable pulling track-type facilities, unclamp the connection between connector and guide rail, start electricity Hydrodynamic pressure power set by hydraulic jack and jacking frame by guide rail and climbing frame jack-up, one " tooth " part of each jacking away from From, repeatedly jacking, until the height of one floor of jacking;Again adjust bearing bar and rotatable pulling track-type facilities, locking It is connected between connector with guide rail, dismantles and remove mobile hydraulic lifting means, complete the lifting operation of a climbing frame.
7) step 6 is repeated), climbing frame can go straight up to the top layer to entire building.
8) as climbing frame need to be used to carry out the construction of external decoration, the most successively declining climbing frame, operating principle is ibid;As being not required to make Carry out external decoration with climbing frame, utilize tower crane can remove climbing frame by burst.
9) every climbing frame is removed, store, treat that next engineering turnover uses.
CN201610715654.1A 2016-08-24 2016-08-24 A kind of split blade type hydraulic pressure lift climbing frame Active CN106150057B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610715654.1A CN106150057B (en) 2016-08-24 2016-08-24 A kind of split blade type hydraulic pressure lift climbing frame

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610715654.1A CN106150057B (en) 2016-08-24 2016-08-24 A kind of split blade type hydraulic pressure lift climbing frame

Publications (2)

Publication Number Publication Date
CN106150057A true CN106150057A (en) 2016-11-23
CN106150057B CN106150057B (en) 2018-12-04

Family

ID=57342859

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201610715654.1A Active CN106150057B (en) 2016-08-24 2016-08-24 A kind of split blade type hydraulic pressure lift climbing frame

Country Status (1)

Country Link
CN (1) CN106150057B (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109184171A (en) * 2018-09-27 2019-01-11 鼎宸建设科技有限公司 A kind of climbing frame becoming track
CN112002263A (en) * 2020-06-30 2020-11-27 中国一冶集团有限公司 Construction method for combining external climbing frame with multifunctional advertising board

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1544783A (en) * 2003-11-25 2004-11-10 上海市第一建筑有限公司 Double-acting hydraulic climbing die block system
CN101787792A (en) * 2010-01-26 2010-07-28 北京卓良模板有限公司 Building protection screen system
CN102677884A (en) * 2012-05-22 2012-09-19 深圳市特辰科技股份有限公司 Biomimetic climb frame and using method thereof
WO2013127001A1 (en) * 2012-02-29 2013-09-06 Lavoie, Michel Platform hoist
US20130259609A1 (en) * 2012-03-30 2013-10-03 Bruce W. Creed Truss lifter and stabilizer
CN103375023A (en) * 2012-04-27 2013-10-30 广州市达蒙建筑技术有限公司 Attached type lifting scaffold
CN204418629U (en) * 2014-12-24 2015-06-24 中国建筑第二工程局有限公司 A kind of integrated form climbing frame
CN206110636U (en) * 2016-08-24 2017-04-19 中国三冶集团有限公司 Burst formula hydraulic lifting climbs frame

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1544783A (en) * 2003-11-25 2004-11-10 上海市第一建筑有限公司 Double-acting hydraulic climbing die block system
CN101787792A (en) * 2010-01-26 2010-07-28 北京卓良模板有限公司 Building protection screen system
WO2013127001A1 (en) * 2012-02-29 2013-09-06 Lavoie, Michel Platform hoist
US20130259609A1 (en) * 2012-03-30 2013-10-03 Bruce W. Creed Truss lifter and stabilizer
CN103375023A (en) * 2012-04-27 2013-10-30 广州市达蒙建筑技术有限公司 Attached type lifting scaffold
CN102677884A (en) * 2012-05-22 2012-09-19 深圳市特辰科技股份有限公司 Biomimetic climb frame and using method thereof
CN204418629U (en) * 2014-12-24 2015-06-24 中国建筑第二工程局有限公司 A kind of integrated form climbing frame
CN206110636U (en) * 2016-08-24 2017-04-19 中国三冶集团有限公司 Burst formula hydraulic lifting climbs frame

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109184171A (en) * 2018-09-27 2019-01-11 鼎宸建设科技有限公司 A kind of climbing frame becoming track
CN109184171B (en) * 2018-09-27 2021-05-14 广东博智林机器人有限公司 Climbing frame for changing rail
CN112002263A (en) * 2020-06-30 2020-11-27 中国一冶集团有限公司 Construction method for combining external climbing frame with multifunctional advertising board

Also Published As

Publication number Publication date
CN106150057B (en) 2018-12-04

Similar Documents

Publication Publication Date Title
CN101775907A (en) Space truss structure aerial pairing integral slide installation method
CN103291076A (en) Multilayer steel truss fragmented reverse hoisting construction method in arc-shaped frame
CN104074349A (en) Novel protective attached lifting scaffold
CN106437130A (en) Inner roof external climbing type formwork construction platform for super high-rise building construction
CN206110636U (en) Burst formula hydraulic lifting climbs frame
CN106150057A (en) A kind of split blade type hydraulic pressure lift climbing frame
CN103510718B (en) Automatic lifting Emergency Ladder is used in super high rise structure construction
CN204418629U (en) A kind of integrated form climbing frame
CN103967263B (en) Hydraulic automatic jumping discharging platform
CN203475801U (en) Telescopic steel platform for elevator shaft
CN203947758U (en) Novel hydraulic automatic climbing discharging platform
CN202990427U (en) Climbing discharging platform
CN108118885B (en) vertical moving type protection platform and application thereof in steel structure column butt joint construction
CN101701492A (en) Guide rail frame type adhering lifting scaffold
CN202370233U (en) Pull rod type external wall cantilever discharging platform setting-up structure
CN104612060B (en) Construction working stand under prefabricated side bar lateral roof
CN105350760B (en) A kind of construction method of suspending scaffold
CN103206074B (en) Elevator shaft template construction method, platform and support
CN202831591U (en) Special-shaped truss operation platform capable of hoisting to super high space
CN202073303U (en) Overhanging type main beam of unloading platform
CN205822800U (en) A kind of high-altitude delivering concrete device
CN205134921U (en) Building outer wall concrete constructional column hangs construction platform
CN107806238A (en) Construction of lift well hydraulic climbing protection system and its construction method
CN201649618U (en) Wall-attaching device for building safe operating platform
CN206521700U (en) Tapping pipe installs hanging basket

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