CN203559574U - Elevator shaft formwork supporting movable support - Google Patents

Elevator shaft formwork supporting movable support Download PDF

Info

Publication number
CN203559574U
CN203559574U CN201320753092.1U CN201320753092U CN203559574U CN 203559574 U CN203559574 U CN 203559574U CN 201320753092 U CN201320753092 U CN 201320753092U CN 203559574 U CN203559574 U CN 203559574U
Authority
CN
China
Prior art keywords
formwork supporting
formwork
elevator shaft
saved
movable support
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
CN201320753092.1U
Other languages
Chinese (zh)
Inventor
王战发
俞存言
孙飞群
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.)
Xinjiang Ze Chang Investment (group) Co Ltd
Original Assignee
Xinjiang Ze Chang Investment (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 Xinjiang Ze Chang Investment (group) Co Ltd filed Critical Xinjiang Ze Chang Investment (group) Co Ltd
Priority to CN201320753092.1U priority Critical patent/CN203559574U/en
Application granted granted Critical
Publication of CN203559574U publication Critical patent/CN203559574U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Types And Forms Of Lifts (AREA)

Abstract

The utility model discloses an elevator shaft formwork supporting movable support. Fixation is achieved by erecting two inclined diagonal rods (2) on the portion, provided with an elevator door opening, of the ground and by arranging transverse rods (5) on the diagonal rods (2). Vertical fixed sleeves (10) are further arranged on the diagonal rods (2), formwork supporting steel frame pipes (8) are arranged in the fixed sleeves (10), and the formwork supporting steel frame pipes (8) are used for supporting an elevator shaft wall inner formwork. Compared with the prior art, formwork supporting frames do not need to be erected layer by layer form the bottom layer, the number of occupied scaffold steel pipes and pipe clamps can be effectively decreased, materials are saved, a large number of rent expenses are also saved, the formwork supporting frames can be detached from the spaced layers and arranged on the upper layers without waiting till concrete on the shaft wall is completely solidified, then, construction can continue to be conducted, time is saved, the construction period is shortened, work efficiency is improved, the structure is simpler, and the elevator shaft formwork supporting movable support is convenient to use.

Description

Elevator shaft formwork travel(l)ing rest
Technical field
The utility model relates to a kind of construction formwork support, especially a kind of elevator shaft formwork travel(l)ing rest.
Background technology
At present, along with the development of Process of Urbanization Construction, need the highrise building of lid also more and more, highrise building all will be built elevator shaft, when elevator hoistways is constructed, want the template of Zhi great Liang, its support for shuttering generally will be set up top layer from basement, descend often one deck form removable to move on to last layer and continue formwork, but support for shuttering can not be removed, its building is higher, elevator shaft support for shuttering scaffolding steel pipe used is just more, if highrise building exceedes 50m, by stability and stiffness, calculating bottom shelf also just can meet the demands with two steel pipe support bodys, cause like this scaffold of setting up in a large number formwork to overstock, high-building construction is long in time limit, be generally 2-3, produced a large amount of equipment leasing expenses, increase cost of building projects.
Chinese utility model patent CN 201447862 U disclose a kind of " instrumental operation platform for shear wall formwork of elevator shaft ", utilize oblique locating support to be supported on the ground of elevator door opening, recycling is longitudinally fixed on support body in hoistway wall by leading screw, on support body horizontal plane, lay yoke plate composition operating platform, then by operating platform, install borehole wall inner formword, after this layer of hoistway construction, operating platform is winched to a upper floor, recycle, although can effectively reduce the occupancy of scaffolding steel pipe and pipe clamp, saved material, also save a large amount of lease expenses, but, ability handling after this operating platform Integral lifting need to wait the concrete of the borehole wall to solidify completely to a upper floor, wasted the time, extended construction period, the effectively reduction of erection time.
Summary of the invention
Technical problem to be solved in the utility model is to provide a kind of elevator shaft formwork travel(l)ing rest; without start to set up layer by layer support for shuttering from bottom; can effectively reduce the occupancy of scaffolding steel pipe and pipe clamp; save material, also saved a large amount of lease expenses, and completely curing without the concrete of waiting for the borehole wall; just can continue the last layer of constructing; saved the time, shortened the duration, improved work efficiency, and structure is simpler, easy to use.
In order to solve the problems of the technologies described above, the technical solution adopted in the utility model is: comprise two braces, it is characterized in that: on described brace, be provided with fastener, on fastener, be provided with cross bar, on brace, be also provided with vertical fixed sleeving, in fixed sleeving, be provided with formwork steel frame pipe, in the side of fixed sleeving, be provided with fastening bolt.
As the improvement project of technique scheme, in the bottom of described brace, be provided with support bar.
The utility model is by setting up two braces of inclination on the ground of elevator door opening, cross bar is set on brace to be fixed, vertical fixed sleeving is also set on brace, formwork steel frame pipe is set in fixed sleeving, by formwork steel frame pipe, install borehole wall inner formword, compared with prior art, the utility model is without start to set up layer by layer support for shuttering from bottom, can effectively reduce the occupancy of scaffolding steel pipe and pipe clamp, saved material, also save a large amount of lease expenses, and completely curing without the concrete of waiting for the borehole wall, can dismantle by interlayer, be installed to again last layer, just can continue construction, saved the time, shortened the duration, improved work efficiency, and structure is simpler, easy to use.
Accompanying drawing explanation
Fig. 1 is the structural representation of the utility model embodiment 1.
Fig. 2 is the plan structure schematic diagram of Fig. 1.
Fig. 3 is the structural representation of the utility model embodiment 2.
Shown in figure: 1 is elevator door opening platform, and 2 is brace, and 3 is support bar, and 4 is fastener, and 5 is cross bar, and 6 is elevator door opening, and 7 is fastening bolt, and 8 is formwork steel frame pipe, and 9 is hoistway wall, and 10 is fixed sleeving.
The specific embodiment
embodiment 1:with reference to Fig. 1-Fig. 2, Fig. 1-Fig. 2 is the structural representation of the utility model embodiment 1, two braces that are tilted to 2 are set on elevator door opening platform 1, the other end of brace 2 rides in hoistway wall 9, on brace 2, by fastener 4, be fixed with three cross bars 5, outside, bottom at two braces 2 is respectively equipped with support bar 3, can be stuck in the both sides of elevator door opening 6, prevent brace 2 down slidings, on two braces 2, be also provided with 4 fixed sleevings 10 straight up, in fixed sleeving 10, be provided with formwork steel frame pipe 8, for fixing formwork steel frame pipe 8, in the side of fixed sleeving 10, be provided with fastening bolt 7, can install hoistway wall inner formword by 4 formwork steel frame pipes 8, after having constructed without immediately remove, can remove by interlayer, be installed to again last layer, continue construction, recycle, can effectively reduce the occupancy of scaffolding steel pipe and pipe clamp, also can first remove 4 formwork steel frame pipes 8 of lower one deck, then on brace 2, lay plank, as elevator shaft interlayer hard protection, the foreign material or the constructor that prevent construction fall down by elevator shaft, safer.
embodiment 2:with reference to Fig. 3, Fig. 3 is the structural representation of the utility model embodiment 2, compared with embodiment 1, embodiment 2 is with the difference of embodiment 1, in embodiment 2, do not have at the bottom of two braces 2 arranged outside support bar 3, but rely on the two ends of cross bar 5 to be bottom stuck in the both sides of elevator door opening 6, and prevent brace 2 down slidings, also can play same effect.

Claims (2)

1. an elevator shaft formwork travel(l)ing rest; comprise two braces (2); it is characterized in that: on described brace (2), be provided with fastener (4); on fastener (4), be provided with cross bar (5); on brace (2), be also provided with vertical fixed sleeving (10); in fixed sleeving (10), be provided with formwork steel frame pipe (8), in the side of fixed sleeving (10), be provided with fastening bolt (7).
2. a kind of elevator shaft formwork travel(l)ing rest according to claim 1, is characterized in that: in the bottom of described brace (2), be provided with support bar (3).
CN201320753092.1U 2013-11-26 2013-11-26 Elevator shaft formwork supporting movable support Expired - Fee Related CN203559574U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201320753092.1U CN203559574U (en) 2013-11-26 2013-11-26 Elevator shaft formwork supporting movable support

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201320753092.1U CN203559574U (en) 2013-11-26 2013-11-26 Elevator shaft formwork supporting movable support

Publications (1)

Publication Number Publication Date
CN203559574U true CN203559574U (en) 2014-04-23

Family

ID=50509305

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201320753092.1U Expired - Fee Related CN203559574U (en) 2013-11-26 2013-11-26 Elevator shaft formwork supporting movable support

Country Status (1)

Country Link
CN (1) CN203559574U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109853928A (en) * 2019-01-30 2019-06-07 山西三建集团有限公司 Set up the interior posture workbench and its erection method of elevator shear wall formwork for placing
CN113445768A (en) * 2021-04-22 2021-09-28 荣华建设集团有限公司 Rapid elevator shaft hard protection device and construction process thereof

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109853928A (en) * 2019-01-30 2019-06-07 山西三建集团有限公司 Set up the interior posture workbench and its erection method of elevator shear wall formwork for placing
CN113445768A (en) * 2021-04-22 2021-09-28 荣华建设集团有限公司 Rapid elevator shaft hard protection device and construction process thereof

Similar Documents

Publication Publication Date Title
CN202090591U (en) Lift type climbing formwork of building operations
WO2013185277A1 (en) Constructing method for concrete cylinder of construction steel bar of high-rise steel structure
CN103306208A (en) Formwork creeping method for novel 1.6 parabola-shaped four-column type hollow variable section high pier
CN204151823U (en) Along building the one-sided cantilever hydraulic template trolley of side wall under covered back-digging structural slab
CN201962944U (en) Hydraulic climbing formwork for building construction
CN103935911A (en) Tower crane attached wall support structure and construction method thereof
CN105155830A (en) Construction method for combined type fixed and integral lifting of elevator shaft stereotyped operation platform
CN103485574B (en) A kind of granulation tower tower top structure of reinforced concrete method
CN103061501A (en) Formwork supporting system for composite beam and floor-slab structure of building and construction method for formwork supporting system
CN103758290A (en) Building construction method and device for temporarily supporting mobile split heads
CN105019657A (en) Building construction system
CN203559574U (en) Elevator shaft formwork supporting movable support
CN104775606A (en) Operation platform for prefabricated assembled residential building wall plate construction and construction method thereof
CN204876577U (en) Building construction system
CN205617760U (en) Removable assecmbly's removal operation platform
CN104131635A (en) Method and platform for constructing peripheral shear wall of prefabricated staircase
CN204059906U (en) Elevator hoistways Integral lifting type steel scaffold
CN101457587B (en) Template mutually lifting climbing apparatus and method
CN208363666U (en) It is a kind of for build face side construction safety protection frame
CN204876579U (en) Building construction system
CN205100543U (en) A New Construction System for Commercial Buildings
CN203320922U (en) Supporting device for forming of elevator shaft template
CN210117921U (en) Shear Wall Structure Tunnel Formwork
CN204199659U (en) Integral lifting building construction of lift well operating system
CN201567802U (en) Horizontal structural template supporting system in hoistway

Legal Events

Date Code Title Description
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: 20140423

Termination date: 20161126