[go: up one dir, main page]

CN218622611U - Core barrel elevator shaft frame serving as core barrel construction channel - Google Patents

Core barrel elevator shaft frame serving as core barrel construction channel Download PDF

Info

Publication number
CN218622611U
CN218622611U CN202223055850.0U CN202223055850U CN218622611U CN 218622611 U CN218622611 U CN 218622611U CN 202223055850 U CN202223055850 U CN 202223055850U CN 218622611 U CN218622611 U CN 218622611U
Authority
CN
China
Prior art keywords
construction
platform
floor
thick bamboo
core section
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
CN202223055850.0U
Other languages
Chinese (zh)
Inventor
张楠
潘文强
陈丽华
严文明
张乃中
霍泽瑞
汪于翔
秦田聪
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 Eighth Engineering Division Technology Construction Co Ltd
Original Assignee
China Construction Eighth Engineering Division Technology 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 Eighth Engineering Division Technology Construction Co Ltd filed Critical China Construction Eighth Engineering Division Technology Construction Co Ltd
Priority to CN202223055850.0U priority Critical patent/CN218622611U/en
Application granted granted Critical
Publication of CN218622611U publication Critical patent/CN218622611U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Types And Forms Of Lifts (AREA)

Abstract

The utility model relates to a do core section of thick bamboo elevator well frame of core section of thick bamboo construction passageway concurrently, including the multilayer platform, its characterized in that, this platform of multilayer flushes the setting with multilayer floor one-to-one, the platform is including setting up to corresponding the encryption rack of floor department, laying platform board on the encryption rack, lower floor many pole settings have been increased between the platform. This application has solved among the prior art after the structure of core section of thick bamboo both sides has been built to the reinforcing platform that flushes with the floor, when carrying out core section of thick bamboo construction again, and traditional elevartor shaft has cut off the technical problem of both sides floor. The utility model discloses be construction passageway with elevator well construction scaffold frame concurrently, conveniently when carrying out core section of thick bamboo construction, can follow both sides floor and transport construction material through the upper platform, improved the efficiency of construction, saved the input of construction resources, also be favorable to safety control, effectively utilized the construction scaffold frame in the former elevator well, set up the convenience, save manual work and material.

Description

Core barrel elevator shaft frame serving as core barrel construction channel
Technical Field
The utility model relates to a construction field especially relates to a core section of thick bamboo elevator well frame of a core section of thick bamboo construction passageway concurrently.
Background
For some commercial office buildings with steel structure outer frames, the designed elevator shaft of the core barrel divides floors into a plurality of units which are not communicated with each other, and when the civil construction of the core barrel is carried out, because the steel structure outer frame and the concrete core barrel can not be simultaneously constructed, when the construction of the concrete core barrel is caused, safety channels can not be formed due to the separation of the elevator shaft among the units, the construction efficiency is influenced, and certain safety risks exist. As shown in fig. 3 and 4, the traditional elevator shaft scaffold is erected from bottom to top layer by layer according to the scheme step pitch, the operation plane and the floor of each layer are not flush and cannot be used for constructing a safety passage, so that construction operation materials are transported backwards and personnel are difficult to pass, the construction efficiency is reduced, if construction resources such as corresponding upper and lower construction elevators and unloading platforms are respectively equipped according to each partition unit, the construction cost is doubled, the management difficulty is increased, if all elevator shafts are communicated from bottom to top, the hidden danger of falling from a high place exists.
SUMMERY OF THE UTILITY MODEL
To the weak point that exists among the above-mentioned prior art, the utility model provides a core section of thick bamboo elevator well frame of core section of thick bamboo construction passageway has been solved among the prior art structure of core section of thick bamboo both sides and has been built the completion back, when carrying out core section of thick bamboo construction again, the technical problem of both sides floor has been cut off to traditional elevartor shaft.
The utility model discloses a do core section of thick bamboo elevator well frame of core section of thick bamboo construction passageway concurrently, including the multilayer platform, its characterized in that, this platform of multilayer flushes the setting with multilayer floor one-to-one, the platform is including setting up to corresponding the net rack, laying of encrypting of floor department encrypt the landing slab on the net rack, go up the lower floor add many pole settings between the platform.
The utility model discloses the core section of thick bamboo elevator well frame that does core section of thick bamboo construction passageway concurrently improves and lies in, encrypt the rack including should encrypt the rack including being many horizontal poles and many vertical poles that latticed is fixed, this vertical pole is located this horizontal pole top, and equal interval is fixed with an at least this pole setting between every this horizontal pole of upper and lower layer.
The utility model discloses the core section of thick bamboo elevator well frame that does core section of thick bamboo construction passageway concurrently improves and lies in, the landing slab is the plank, many the vertical pole with span between the plank and be fixed with wooden tree in a tree.
The utility model discloses the core section of thick bamboo elevator well frame that does core section of thick bamboo construction passageway concurrently improves and lies in, the bottom the platform is fixed in on the base, the base spanes and supports in the bottom on the floor.
Compared with the prior art, the utility model, its effect is positive and obvious. This application has solved among the prior art after the structure of a core section of thick bamboo both sides has been built to the reinforcement platform that flushes with the floor, when carrying out core section of thick bamboo construction again, and traditional elevartor shaft has cut off the technical problem of both sides floor. The utility model discloses be construction passageway with elevator well construction scaffold frame concurrently, conveniently when carrying out core section of thick bamboo construction, can follow both sides floor and transport construction material through the upper platform, improved the efficiency of construction, saved construction resources's input, also be favorable to safety control, effectively utilized the construction scaffold frame in the former elevator well, set up the convenience, save manual work and material.
Drawings
In order to more clearly illustrate the technical solutions in the embodiments of the present invention, the drawings needed to be used in the description of the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art to obtain other drawings without creative efforts.
Fig. 1 is the utility model discloses a vertical section view of a core section of thick bamboo elevator well frame that doubles a core section of thick bamboo construction passageway.
Fig. 2 is a schematic plan view of the core tube elevator shaft frame of the present invention also used as a core tube construction passage.
Fig. 3 is a vertical section of a prior art elevator shaft scaffold.
Fig. 4 is a schematic plan view of a prior art elevator shaft scaffold.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
As shown in fig. 1 and 2, the utility model provides a core section of thick bamboo elevator well frame of core section of thick bamboo construction passageway concurrently, including multilayer platform, its characterized in that, this platform of multilayer flushes the setting with multilayer floor one-to-one, and this platform is including can set up to the encryption rack that corresponds this floor department, lay the landing slab 8 on this encryption rack, has increased many pole settings between this platform of upper and lower floor. Traditional 1 scaffold frame of elevartor shaft is including current horizontal pole 4, current pole setting and bridging, and adopt these three parts to be used for supporting to build, and the structure of this application is then the step distance of adjustment scaffold frame on original scaffold frame structure's basis, make current horizontal pole 4's vertical interval diminish and flush relatively with the floor, improve the stability of scaffold frame, further reinforce and mounting platform board 8 with every current horizontal pole 4 department of the level position relatively with the floor again, with the bridge of connecting between the formation both sides floor, thereby satisfy the current demand that reaches building material and passes through of constructor. In this embodiment, the step of scaffold is half the story height, installs the encryption rack on the current horizontal pole 4 with the floor is leveled. The setting of pole setting 3 makes the bearing performance reinforcing of scaffold frame, improves the stability of upper platform.
Preferably, this encryption rack includes that this encryption rack is including being many horizontal poles 5 and many vertical poles 6 that latticed is fixed, and this vertical pole 6 is located this horizontal pole 5 top, and equal interval is fixed with this pole setting of at least one between every this horizontal pole 5 of upper and lower floor. This horizontal pole 5 is newly-increased horizontal pole to form the encryption rack with the combination of vertical pole 6, make the mounting of the landing slab 8 on upper portion more stable.
Preferably, the platform board 8 is a wood board, and a plurality of the longitudinal rods 6 and wood purlin 7 are fixed between the wood boards in a crossing manner. The wood purlin 7 is convenient for the installation and fixation of the subsequent platform board 8, and further improves the installation strength of the platform board 8. In this embodiment, this landing slab 8 can use for the wooden template on-the-spot, and not only the material is easy, and the surperficial roughness of wooden template, and constructor is difficult for skidding when passing through, and the security is higher.
Preferably, the lowermost platform is secured to a foundation 2, the foundation 2 being supported across the lowermost floor. In this embodiment, the base 2 is a profile steel base 2, and is formed by erecting three profile steels on floor slabs on two sides in a crossing manner. The bottoms of the upright posts 3 are fixed with the base 2 and are arranged on the base 2 at intervals.
This application has solved among the prior art after the structure of core section of thick bamboo both sides has been built to the reinforcing platform that flushes with the floor, when carrying out core section of thick bamboo construction again, and traditional elevartor shaft has cut off the technical problem of both sides floor. The utility model discloses be construction passageway with elevator well construction scaffold frame concurrently, conveniently when carrying out core section of thick bamboo construction, can follow both sides floor and transport construction material through the upper platform, improved the efficiency of construction, saved the input of construction resources, also be favorable to safety control, effectively utilized the construction scaffold frame in the former elevator well, set up the convenience, save manual work and material.
The part not involved in the utility model is the same as the prior art or can be realized by adopting the prior art. The above description is only a preferred embodiment of the present invention, and is not intended to limit the present invention in any way, and although the present invention has been disclosed with reference to the above embodiments, but not to limit the present invention, any person skilled in the art can make modifications or changes to equivalent embodiments without departing from the scope of the present invention, and any simple modification, equivalent change and modification made to the above embodiments by the technical spirit of the present invention still fall within the scope of the present invention.

Claims (4)

1. The utility model provides a do core section of thick bamboo elevator well frame of a core section of thick bamboo construction passageway concurrently, includes the multilayer platform, its characterized in that, the multilayer the platform flushes the setting with multilayer floor one-to-one, the platform is including can setting up to corresponding the net rack, laying of encrypting of floor department encrypt the last landing slab of net rack, the upper and lower floor add many pole settings between the platform.
2. The core barrel elevator shaft frame doubling as a core barrel construction passage according to claim 1, wherein the encryption net rack comprises a plurality of cross rods and a plurality of longitudinal rods which are fixed in a grid shape, the longitudinal rods are positioned above the cross rods, and at least one vertical rod is fixed between each cross rod of the upper layer and each cross rod of the lower layer at intervals.
3. The core tube elevator shaft frame doubling as a core tube construction passage according to claim 2, wherein the landing slab is a wood slab, and wood purlins are fixed between the plurality of longitudinal rods and the wood slab in a crossing manner.
4. The core barrel elevator hoistway of claim 1 wherein said platform of the lowermost layer is secured to a pedestal supported across said floor of the lowermost layer.
CN202223055850.0U 2022-11-17 2022-11-17 Core barrel elevator shaft frame serving as core barrel construction channel Active CN218622611U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202223055850.0U CN218622611U (en) 2022-11-17 2022-11-17 Core barrel elevator shaft frame serving as core barrel construction channel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202223055850.0U CN218622611U (en) 2022-11-17 2022-11-17 Core barrel elevator shaft frame serving as core barrel construction channel

Publications (1)

Publication Number Publication Date
CN218622611U true CN218622611U (en) 2023-03-14

Family

ID=85447337

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202223055850.0U Active CN218622611U (en) 2022-11-17 2022-11-17 Core barrel elevator shaft frame serving as core barrel construction channel

Country Status (1)

Country Link
CN (1) CN218622611U (en)

Similar Documents

Publication Publication Date Title
CN203174767U (en) Steel reinforced concrete frame four-corner barrel bi-directional large-span steel truss mixed structure
TW201022503A (en) Unitised building system
CN104480922B (en) Space truss formwork system and construction method thereof
CN106703197B (en) A kind of large span multilayer anti-seismic frame structure system and its construction method
CN110485553A (en) A kind of assembled architecture and its assembly method on prefabricated assembled basis
CN103352563A (en) Self plate-bearing type steel bar mesh support combined template and construction method thereof
CN103991773A (en) Design and installation method of assembly-type modularized steel structure elevator shaft
CN108149788A (en) A kind of assembling frame structure and its construction method
CN206487087U (en) A kind of scissor stairs of sectional
CN102635235B (en) Method for cast-in-place of ferrocement panel by spliced net frame suspension template
CN104674997B (en) A kind of supporting construction and its construction method on timber buildings roof modelled after an antique
CN106892315A (en) A kind of additional elevator hoistways of framework assembled
CN102094524B (en) Construction method of high-altitude large-span beam-slab template steel support system
CN218622611U (en) Core barrel elevator shaft frame serving as core barrel construction channel
CN209941913U (en) Assembled frame construction housing construction
CN215670884U (en) Assembly type building staircase operation platform
CN110565956A (en) Assembled steel structure system and construction method thereof
CN213204754U (en) Large-span plate-type scissors stair structure of invisible step ladder beam
CN213204751U (en) Large-span plate-type scissor stair structure with step hidden beams
EA010210B1 (en) Multi-storey skeleton-type building
CN211201184U (en) Assembled steel structure system
CN207794300U (en) A kind of assembling frame structure
JP2008536030A (en) Ring beam structure and wooden beam method
CN105003074A (en) Commercial building construction system and construction method thereof
CN219931554U (en) Cantilever steel structure construction platform with formwork system

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant