CN109972813A - Integrated form integral construction plateform system in a kind of elevator - Google Patents

Integrated form integral construction plateform system in a kind of elevator Download PDF

Info

Publication number
CN109972813A
CN109972813A CN201910357099.3A CN201910357099A CN109972813A CN 109972813 A CN109972813 A CN 109972813A CN 201910357099 A CN201910357099 A CN 201910357099A CN 109972813 A CN109972813 A CN 109972813A
Authority
CN
China
Prior art keywords
platform
operation platform
bearing diagonal
welded
support structure
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
CN201910357099.3A
Other languages
Chinese (zh)
Inventor
白晨光
刘景济
孟召光
付淑丽
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.)
Beijing Tian Heng Construction Group Co Ltd
Original Assignee
Beijing Tian Heng 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 Beijing Tian Heng Construction Group Co Ltd filed Critical Beijing Tian Heng Construction Group Co Ltd
Priority to CN201910357099.3A priority Critical patent/CN109972813A/en
Publication of CN109972813A publication Critical patent/CN109972813A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F17/00Vertical ducts; Channels, e.g. for drainage
    • E04F17/005Lift shafts
    • 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
    • E04G3/24Scaffolds essentially supported by building constructions, e.g. adjustable in height specially adapted for particular parts of buildings or for buildings of particular shape, e.g. chimney stacks or pylons
    • 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
    • E04G5/001Safety or protective measures against falling down relating to scaffoldings
    • 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

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Types And Forms Of Lifts (AREA)

Abstract

The invention discloses integrated form integral construction plateform systems in a kind of elevator, it is made of lower support structure (1), vertical supporting structure (2), top operation platform (3) and (4) four major part of auxiliary equipment, top operation platform (3) and vertical supporting structure (2) are bolted, (2) two upright bars of vertical supporting structure and lower support structure (1) use articulated structure, and another two upright bars are connected with lower support structure (1) using piston shoes structure;The equipment passes through assembling outside and forms integrated structure, is put into after elevator and integrally promotes operation;The invention can reduce it is cumbersome build scaffold process, manpower is reduced, reduced cost, securely and reliably.

Description

Integrated form integral construction plateform system in a kind of elevator
Technical field
The present invention relates to the construction of lift well in construction, the especially branch during construction of lift well when wall mould bases Support structure.
Background technique
No matter arrive which layer requires to build scaffolding structure in elevator, is when existing known present construction of lift well Elevator wall template does support construction, will frequently build scaffolding structure always at this time, not only waste time, but also increases people Work cost sends the whole lift structure of bright use elsewhere, and only need to once assemble frequently to have enough to meet the need in each construction layer, both save into This, and the time is saved, avoid the complicated processes that scaffold is built in repetition.
Summary of the invention
In order to overcome the existing process for frequently building scaffold during construction of lift well, the invention on-site to use Whole lift structure solves this problem.
The present invention solve the problems, such as itself the technical solution adopted is that: integrated form integral construction plateform system in a kind of elevator, It is by lower support structure (1), vertical supporting structure (2), top operation platform (3) and the most of group of auxiliary equipment (4) four At top operation platform (3) and vertical supporting structure (2) are bolted, (2) two upright bars of vertical supporting structure and bottom support Structure (1) uses articulated structure, and another two upright bars are connected with lower support structure (1) using piston shoes mode;Auxiliary equipment (4) peace On vertical supporting structure (2) and top operation platform (3).
Lower support structure (1) is by girder (11), secondary beam (12), double hinged ears (13), piston shoes locating part (14), hole branch It supports component (15), formed according to wall supporting member (16) and anti-fall set (17), secondary beam (12) is welded between two girders (11), double Articulated joint (13) is welded on girder (11), and piston shoes locating part (14) and girder (11) are weldingly connected, hole supporting member (15) It is connected with girder (11) using articulated manner, the end of girder (11), anti-fall set (17) weldering is welded on according to wall supporting member (16) It connects on hole supporting member (15);Vertical supporting structure (2) is by upright bar (21), cross bar (22), single hinged ear (23), piston shoes (24), riding club (25) and bearing diagonal part connector (26) composition, cross bar (22), riding club (25) and upright bar (21) are welded, bearing diagonal Part connector (26) is welded on upright bar (21), is provided with connecting hole on bearing diagonal part connector (26), single hinged ear (23) and vertical The flanged plate of the welding of bar (21) end, piston shoes (24) and upright bar (21) end is bolted;Top operation platform (3) is by platform branch Support (31) and operation platform backplate (32) composition, platform frame (31) are welded to form by several fashioned iron, which is provided with connection Plate (311), bearing diagonal part connecting plate (312) and traveling wheel fixed plate (313), connecting plate are provided with through-hole on (311), are used for and erect It is connected to support construction (2), has connecting hole on bearing diagonal part connecting plate (312), for being connected with bearing diagonal part (42), traveling wheel Fixed plate (313) is equipped with threaded hole, traveling wheel (41) can be fixed on traveling wheel fixed plate (313);Operation platform shield Plate (32) is laid in platform frame (31) plane, and operation platform backplate (32) is by operation platform plank (321), hush panel (322), hinge (323) forms, and operation platform plank (321) and hush panel (322) are connected by hinge (323);Auxiliary equipment (4) It is made of traveling wheel (41), bearing diagonal part (42), anti-fall thick stick (43), limit rope (44), lifting lug (45) and wedge block (46), tiltedly props up Support member (42) two ends are respectively and in the bearing diagonal part connector (26) and top operation platform (3) in vertical supporting structure (2) Bearing diagonal part connecting plate (312) connection, traveling wheel (41) is fixed by bolts on traveling wheel fixed plate (312), anti-fall thick stick (43) it is interspersed in anti-fall set (17), can move freely, limit rope (44) both ends tie up to the cross of vertical supporting structure (2) respectively On bar (22) and the secondary beam (12) of lower support structure (1), the substantially pendulum of the lower support structure (1) in lifting process is prevented Dynamic, lifting lug (45) is welded on platform frame (31), and wedge block (46) wedge is between top operation platform (3) and hoistway wall Gap, keep it firm.
Detailed description of the invention
Figure is placed in Fig. 1 elevator.
Fig. 2 lower support structure figure.
Fig. 3 vertical supporting structure chart.
Fig. 4 platform frame figure.
Fig. 5 operation platform backplate figure.
Fig. 6 elevator hoistway construction platform overall diagram.
Specific embodiment
The present invention will be further explained below with reference to the attached drawings:
The composition of operation platform.As shown in Figure 1, integrated form integral construction plateform system in elevator, it is by bottom Support construction 1, vertical supporting structure 2, top operation platform 3 and the most of composition of auxiliary equipment 4 four.
As shown in Figure 2, secondary beam 12 is welded between two girders 11, by 11 one end of girder and hole supporting member 15 Articulated connection, the other end are welded to connect with according to wall supporting member 16, and double hinged ears 13 and piston shoes locating part 14 are welded on girder On 11, anti-fall set 17 is welded on hole supporting member 15, forms an overall structure.
As shown in Figure 3, cross bar 22 is uniformly welded between upright bar 21, riding club 25 is uniformly welded on vertical supporting knot It on one side of structure 2, is used as ladder, single hinged ear 23 and flanged plate are welded in the end of upright bar 21, and bearing diagonal part is connected Fitting 26 is welded in upright bar 21, and piston shoes 24 are fixed by bolts on flanged plate.
As shown in Figure 4, fashioned iron is welded to form platform frame 31, by connecting plate 311, bearing diagonal part connecting plate 312 It is welded on a side plane of platform frame 31 with traveling wheel fixed plate 313, lifting lug 45 is welded on platform frame 31 On another side plane, operation platform plank 321 and hush panel 322 are connected with hinge 323 and form operation platform backplate 32.
The assembling of operation platform each section.
As shown in Figure 5, by 21 end of upright bar in vertical supporting structure 2 and the platform in top operation platform 3 Frame 31 is connected with, and double hinged ears 13 in the single hinged ear 23 and lower support structure 1 of the other end connect, by limit rope 44 Both ends are tied up to respectively on cross bar 22 and secondary beam 12, by 42 two ends of bearing diagonal part respectively with bearing diagonal part connector 26 and bearing diagonal Part connecting plate 312 is connected with bolt, and traveling wheel 41 is screwed in traveling wheel fixed plate 313, after completing above-mentioned assembling, Lower support structure 1, vertical supporting structure 2, top operation platform 3 and auxiliary equipment 4 form an integrated form platform.Remaining is not Being assembled in after operation platform enters elevator for the component referred to carries out, and is detailed in hereinafter.
The installation of operation platform.
Operation platform lifting entirety is put into elevator with lifting device, during the installation process, 1 edge of lower support structure Hinge joint rotation at double hinged ears 13, girder 11 progressively disengages the sliding slot of piston shoes 24, after rotation to a certain extent, limit rope 44 It tightens and limits its rotation, when operation platform and the borehole wall collide, traveling wheel 41 can walk along the borehole wall;To after designated floor, Operator is retracted lower support structure 1 with tool, hole supporting member 15 is stuck in hole, girder 11 comes back to piston shoes In 24 sliding slot, and movement of the piston shoes 24 on girder 11 is limited by piston shoes locating part 14, and stablize according to wall supporting member 16 Lean against on the borehole wall, anti-fall thick stick 43 is inserted into anti-fall set 17;After completing aforesaid operations, lifting device is removed, by wedge block 46 wedges keep it firm, are then laid in operation platform backplate 32 flat into the gap between platform frame 31 and hoistway wall On platform support frame 31, installation is completed.
Operation platform turns layer.
Operator removes operation platform backplate 32, takes out wedge block 46 and anti-fall thick stick 43, the promotion steel of lifting device Cord hangs over and lifts by crane on lifting lug 45, and platform frame 31 and vertical supporting structure 2 move upwards, and lower support structure 1 is along girder 11 and hole supporting member 15 hinge joint rotation, leave the borehole wall according to wall supporting member 16, continue uphill process in, bottom branch Hinge joint rotation of the support structure 1 along double hinged ears 13, piston shoes 24 and piston shoes locating part 14 progressively disengage, and hole is driven to support structure Part 15 is detached from hole, and after a certain period of time, hole supporting member 15 completely disengages hole, the rotation of lower support structure 1 to limit rope 44 tighten and no longer rotate, and operation platform integrally moves upwards, and to after designated floor, operating procedure when by installation is by operation platform It retightens in new floor, completion turns layer.
The maintenance of operation platform.
Operator opens hush panel 322, and in elevator and elevator door opening forms an access path, operator Member can be overhauled by secondary beam 12 and riding club 25.

Claims (6)

1. integrated form integral construction plateform system in a kind of elevator, it is characterised in that: the integrated form integral construction platform is the bottom of by Portion's support construction (1), vertical supporting structure (2), top operation platform (3) and the most of composition of auxiliary equipment (4) four, top is applied Work platform (3) and vertical supporting structure (2) are bolted, and (2) two upright bars of vertical supporting structure and lower support structure (1) are adopted With articulated structure, another two upright bars are connected with lower support structure (1) using piston shoes mode;Auxiliary equipment (4) is mounted on vertically In support construction (2) and top operation platform (3).
2. integrated form integral construction plateform system in a kind of elevator according to claim 1, it is characterised in that: bottom branch Support structure (1) by girder (11), secondary beam (12), double hinged ears (13), piston shoes locating part (14), hole supporting member (15), according to Wall supporting member (16) and anti-fall set (17) composition, secondary beam (12) are welded between two girders (11), double articulated joint (13) welderings It connects on girder (11), piston shoes locating part (14) and girder (11) are weldingly connected, and hole supporting member (15) and girder (11) are adopted It is connected with articulated manner, the end of girder (11) is welded on according to wall supporting member (16), anti-fall set (17) is welded on hole support On component (15).
3. integrated form integral construction plateform system in a kind of elevator according to claim 1, it is characterised in that: vertical branch Support structure (2) is by upright bar (21), cross bar (22), single hinged ear (23), piston shoes (24), riding club (25) and bearing diagonal part connector (26) it forming, cross bar (22), riding club (25) and upright bar (21) are welded, and bearing diagonal part connector (26) is welded on upright bar (21), Be provided with connecting hole on bearing diagonal part connector (26), single hinged ear (23) and upright bar (21) end are welded to connect, piston shoes (24) and The flanged plate of upright bar (21) end is bolted.
4. integrated form integral construction plateform system in a kind of elevator according to claim 1, it is characterised in that: vertical branch Hingedly, piston shoes (24) are stuck in master to double hinged ears (13) in single hinged ear (23) and lower support structure (1) in support structure (2) On beam (11), and its movement is limited by piston shoes locating part (14).
5. integrated form integral construction plateform system in a kind of elevator according to claim 1, it is characterised in that: apply on top Work platform (3) is made of platform frame (31) and operation platform backplate (32), and platform frame (31) is welded by several fashioned iron Composition;Platform frame (31) is equipped with connecting plate (311), bearing diagonal part connecting plate (312) and traveling wheel fixed plate (313), Connecting plate is provided with through-hole on (311), for connecting with vertical supporting structure (2);There is connection on bearing diagonal part connecting plate (312) Hole, for being connected with bearing diagonal part (42);Traveling wheel fixed plate (313) is equipped with threaded hole, and traveling wheel (41) fixation is expert at It walks to take turns on fixed plate (313);Operation platform backplate (32) is laid in platform frame (31) plane, operation platform backplate (32) It is made of operation platform plank (321), hush panel (322) and hinge (323), operation platform plank (321) and hush panel (322) It is connected by hinge (323).
6. integrated form integral construction plateform system in a kind of elevator according to claim 1, it is characterised in that: attached dress (4) are set by traveling wheel (41), bearing diagonal part (42), anti-fall thick stick (43), limit rope (44), lifting lug (45) and wedge block (46) group At, bearing diagonal part (42) two ends respectively in vertical supporting structure (2) bearing diagonal part connector (26) and top construction it is flat Bearing diagonal part connecting plate (312) connection in platform (3), traveling wheel (41) are fixed by bolts on traveling wheel fixed plate (312), prevent Pendant thick stick (43) is interspersed in anti-fall set (17), can be moved freely, the both ends of limit rope (44) tie up to vertical supporting structure respectively (2) on the secondary beam (12) of cross bar (22) and lower support structure (1), the lower support structure (1) in lifting process is prevented Swing, lifting lug (45) is welded on platform frame (31), wedge block (46) wedge into top operation platform (3) and hoistway wall it Between gap, keep it firm.
CN201910357099.3A 2019-04-29 2019-04-29 Integrated form integral construction plateform system in a kind of elevator Pending CN109972813A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201910357099.3A CN109972813A (en) 2019-04-29 2019-04-29 Integrated form integral construction plateform system in a kind of elevator

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201910357099.3A CN109972813A (en) 2019-04-29 2019-04-29 Integrated form integral construction plateform system in a kind of elevator

Publications (1)

Publication Number Publication Date
CN109972813A true CN109972813A (en) 2019-07-05

Family

ID=67087146

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201910357099.3A Pending CN109972813A (en) 2019-04-29 2019-04-29 Integrated form integral construction plateform system in a kind of elevator

Country Status (1)

Country Link
CN (1) CN109972813A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116427681A (en) * 2023-05-08 2023-07-14 中建二局第三建筑工程有限公司 Hoistway operation panel assembly and construction method of elevator hoistway

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04317977A (en) * 1991-03-01 1992-11-09 Inventio Ag Buict-up scaffold movable through elevator shaft for attaching shaft device
CN101824910A (en) * 2009-11-17 2010-09-08 新疆建工(集团)有限责任公司 Quick template supporting construction method of elevator shaft
CN102287045A (en) * 2011-05-26 2011-12-21 云南西润投资控股有限公司 Square steel tube lifting outside scaffold
CN102777030A (en) * 2012-08-06 2012-11-14 中国建筑第六工程局有限公司 Method for building up formwork construction platform of lift shaft
CN104631822A (en) * 2014-12-16 2015-05-20 中冶天工集团有限公司 Construction method for high-rise reinforced concrete elevator shaft
CN109113319A (en) * 2018-09-11 2019-01-01 广州达蒙安防科技有限公司 Rack guide rail and elevating scaffold
CN210976461U (en) * 2019-04-29 2020-07-10 北京天恒建设集团有限公司 Integrated integral construction platform in elevator shaft

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04317977A (en) * 1991-03-01 1992-11-09 Inventio Ag Buict-up scaffold movable through elevator shaft for attaching shaft device
US5230404A (en) * 1991-03-01 1993-07-27 Inventio Ag Erection scaffolding which is movable in an elevator shaft for the mounting of shaft equipment
CN101824910A (en) * 2009-11-17 2010-09-08 新疆建工(集团)有限责任公司 Quick template supporting construction method of elevator shaft
CN102287045A (en) * 2011-05-26 2011-12-21 云南西润投资控股有限公司 Square steel tube lifting outside scaffold
CN102777030A (en) * 2012-08-06 2012-11-14 中国建筑第六工程局有限公司 Method for building up formwork construction platform of lift shaft
CN104631822A (en) * 2014-12-16 2015-05-20 中冶天工集团有限公司 Construction method for high-rise reinforced concrete elevator shaft
CN109113319A (en) * 2018-09-11 2019-01-01 广州达蒙安防科技有限公司 Rack guide rail and elevating scaffold
CN210976461U (en) * 2019-04-29 2020-07-10 北京天恒建设集团有限公司 Integrated integral construction platform in elevator shaft

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116427681A (en) * 2023-05-08 2023-07-14 中建二局第三建筑工程有限公司 Hoistway operation panel assembly and construction method of elevator hoistway

Similar Documents

Publication Publication Date Title
CN110092264B (en) Material lifting system in elevator shaft in building construction stage
CN104695337B (en) Self-lifting sliding and turnover construction system and construction method
CN215291318U (en) Mounting structure of attached lifting scaffold
CN109184190B (en) Climbing and bearing integrated beam type hydraulic climbing platform and mounting method thereof
CN103422668A (en) Construction method of super-thick large-slope shear wall and hydraulic self-jacking inclined creeping framework thereof
CN105952133A (en) Suspended large-span reinforced concrete structure construction steel platform and construction method
CN217517371U (en) Concrete box type arch bridge cantilever is pour with falling triangle and is hung basket
JP2000282691A (en) Construction method for mounting member on inner wall of high-rise, tower structure, and scaffold device
CN109972813A (en) Integrated form integral construction plateform system in a kind of elevator
CN210976461U (en) Integrated integral construction platform in elevator shaft
CN213418443U (en) Self-climbing type elevator shaft operation platform
CN202990427U (en) Climbing discharging platform
CN211420881U (en) Movable formwork for concrete construction of overhanging wing plate of steel-concrete composite beam
CN106320716A (en) Adjustable sectionalized discharging platform for high-rise building construction
CN210976552U (en) Foldable operation platform device in elevator shaft
CN110965797A (en) Steel beam edge protection device
JPH09195228A (en) Build-up trestle for bridge pier reinforcing work and its using method
CN209924407U (en) Combined working platform for steel structure high-altitude installation
CN210858054U (en) Regularization construction elevator connects material platform
JPH09195227A (en) Built-up trestle for bridge pier reinforcing work and using method thereof
JPH05280012A (en) Movable formwork process and device used therefor
CN107604829B (en) A kind of pier cap beam tensioning assembled tensioning job platform and preparation method thereof
CN215670931U (en) Operating platform for steel structure elevator
CN206128595U (en) Scaffold that encorbelments frame shaped steel platform
CN213569261U (en) Attached lower hanging turnover plate type operating platform for installing tower crane

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