CN205077845U - Building core section of thick bamboo well hydraulic pressure intelligence operation scaffold that climbs - Google Patents

Building core section of thick bamboo well hydraulic pressure intelligence operation scaffold that climbs Download PDF

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Publication number
CN205077845U
CN205077845U CN201520689347.1U CN201520689347U CN205077845U CN 205077845 U CN205077845 U CN 205077845U CN 201520689347 U CN201520689347 U CN 201520689347U CN 205077845 U CN205077845 U CN 205077845U
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CN
China
Prior art keywords
hydraulic
scaffold
platform
climbs
climbing
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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
CN201520689347.1U
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Chinese (zh)
Inventor
朱早孙
程志军
党宗盛
刘红亮
张满江红
杜良军
陈天成
曾小辉
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China Construction Second Engineering Bureau Co Ltd
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China Construction Second Engineering Bureau Co Ltd
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Publication date
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Priority to CN201520689347.1U priority Critical patent/CN205077845U/en
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Publication of CN205077845U publication Critical patent/CN205077845U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model provides a building core section of thick bamboo well hydraulic pressure intelligence operation scaffold that climbs, sets up in core section of thick bamboo well, including the operation scaffold body and the hydraulic pressure platform that climbs, the operation scaffold body is fixed to be placed on hydraulic pressure climbs the platform, climb the platform through hydraulic pressure crawls from top to bottom along core section of thick bamboo wall, hydraulic pressure climbs the platform and includes the built -in fitting assembly, buries and hang a seat, guide rail, platform frame physically and hydraulic system. This scaffold has been solved the inboard constructional column template of elevator pit shaft and has been established, work such as plaster is in that to face the limit entrance to a cave department construction degree of difficulty big, the problem that construction cost is high, avoided traditional construction operation to encorbelment by stage, the uninstall drawback of scaffold of segmentation, reduce the construction potential safety hazard, this scaffold material saving, only need disposable preparation, the installation hydraulic pressure platform that climbs, the operation scaffold body of the higher authority setting up can recycle along with the progress of building the construction by laying bricks or stones, the manual work that the built body was frequently torn open in the high altitude has significantly reduced.

Description

Building Core Walls Structure hoistway hydraulic intelligent climbs operation scaffold
Technical field
The utility model relates to a kind of scaffold climbed, particularly a kind of scaffold climbed be arranged in building operations Core Walls Structure.
Background technology
In building operations, need to set up scaffold in elevator hoistways, build the operating platform of the associated construction such as plastering construction and Constructional Col-umn Construction operation in this, as Core Walls Structure inwall by laying bricks or stones.But, what traditional scaffold adopted is that segmentation is encorbelmented, the internal frame of segmentation offloading, it is to face hole, limit place difficulty of construction large, and it is after setting up certain altitude, again need set up the support body on overhanging type steel and top, highly highlyer take that to tear workload open larger, so can increase engineering cost, during this external work high above the ground, traditional scaffold also increases the hidden danger of safe construction.
Utility model content
The purpose of this utility model is to provide a kind of building Core Walls Structure hoistway hydraulic intelligent and climbs operation scaffold, solve the technical problem that traditional scaffold construction difficulty is large, construction cost is high, construction risk is high be arranged in elevator hoistways.
For achieving the above object, the utility model adopts following technical scheme: a kind of building Core Walls Structure hoistway hydraulic intelligent climbs operation scaffold, be arranged in Core Walls Structure hoistway, include operation scaffold body, it is characterized in that: also comprise hydraulic climbing platform, described operation scaffold body fixed placement is creeped up and down along Core Walls Structure barrel on hydraulic climbing platform, by hydraulic climbing platform.
Preferably, described hydraulic climbing platform can comprise:
Built-in fitting assembly, is embedded on Core Walls Structure barrel;
Embedded part hanging seat, is connected on built-in fitting assembly by guide rail and paralell body;
Guide rail, is connected with built-in fitting assembly by embedded part hanging seat, and can move up and down by opposed platforms support body under the effect of hydraulic system;
Platform support body, is connected with built-in fitting assembly by embedded part hanging seat, and can move up and down along guide rail under the effect of hydraulic system, and described operation scaffold body fixed placement is on platform support body;
Hydraulic system, is connected between guide rail and platform support body, drives guide rail and the relative motion of platform support body.
Preferably, described hydraulic climbing platform also comprises the suspension bracket be connected with platform support body be positioned at below platform support body.
Preferably, described hydraulic system can include anti-fall climbing device, lower anti-fall climbing device and hydraulic jack, and wherein the upper end of hydraulic jack is connected with platform support body by upper anti-fall climbing device, and the lower end of hydraulic jack is connected with guide rail by lower anti-fall climbing device.
Preferably, described platform support body can be provided with the crossbeam gib head coordinated with embedded part hanging seat and the attached wall that coordinates with Core Walls Structure barrel supports.
Preferably, described platform support body can comprise triangular supports and be connected to the steel truss in triangular supports.Described hydraulic system includes anti-fall climbing device, lower anti-fall climbing device and hydraulic jack, and wherein the upper end of hydraulic jack is connected with triangular supports by upper anti-fall climbing device, and the lower end of hydraulic jack is connected with guide rail by lower anti-fall climbing device.
Compared with prior art the utility model has following characteristics and beneficial effect:
The utility model is that Core Walls Structure inwall is built the operation of the associated construction such as plastering construction and Constructional Col-umn Construction by laying bricks or stones and provided a kind of novel scaffold, solve elevator shaft inner conformation column template to install, to plaster etc. to be operated in and face the problem that hole, limit place difficulty of construction is large, construction cost is high, avoid that traditional construction operation needs segmentation to encorbelment, the drawback of segmentation offloading scaffold, reduce construction safety hidden danger.
The utility model saves material, and only need disposable making, install hydraulic climbing platform, the operation scaffold body set up above can recycle along with the progress of building construction.
The utility model only needs once mounting to set up, and greatly reduces high-altitude and frequently tears the artificial of built body open.
Automatically complete climb by hydraulic system when the utility model promotes, simple operation, work efficiency are high.
The utility model use safety, platform support body adopts combination section steel manufacture, and structure is firm, and platform support body adopts template hard protection, and adopts drop in leaf to close between Core Walls Structure barrel, safe and reliable.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the utility model is described in more detail.
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the schematic diagram of A-A section in Fig. 1.
Fig. 3 is the structural representation of hydraulic climbing platform.
Fig. 4-7 is the process schematic that climb of the present utility model.
Anti-fall climbing device, 6.3-hydraulic jack, 7-suspension bracket, 8-Core Walls Structure barrel, 9-Core Walls Structure hoistway, the support of 10-attached wall, 11-crossbeam gib head under Reference numeral: 1-operation scaffold body, 2-built-in fitting assembly, 3-embedded part hanging seat, 4-guide rail, 5-platform support body, 5.1-triangular supports, 5.2-steel truss, 6-hydraulic system, the upper anti-fall climbing device of 6.1-, 6.2-.
Detailed description of the invention
Embodiment is see shown in Fig. 1-3, this building Core Walls Structure hoistway hydraulic intelligent climbs operation scaffold, be arranged in Core Walls Structure hoistway 9, comprise operation scaffold body 1 and hydraulic climbing platform, described operation scaffold body 1 fixed placement is creeped along Core Walls Structure barrel about 8 on hydraulic climbing platform, by hydraulic climbing platform.
Described hydraulic climbing platform comprises with lower component.
Built-in fitting assembly 2, is embedded on Core Walls Structure barrel.
Embedded part hanging seat 3, is connected to guide rail 4 and paralell body 5 on built-in fitting assembly 2.
Guide rail 4, is connected with built-in fitting assembly 2 by embedded part hanging seat 3, and can move up and down by opposed platforms support body 5 under the effect of hydraulic system 6.
Platform support body 5, is connected with built-in fitting assembly 2 by embedded part hanging seat 3, and can move up and down along guide rail 4 under the effect of hydraulic system 6, and described operation scaffold body 1 fixed placement is on platform support body 5.The steel truss 5.2 that platform support body 5 comprises two triangular supports 5.1 and is connected in these two triangular supports.In addition, platform support body 5 is provided with the crossbeam gib head 11 coordinated with embedded part hanging seat 3 and the attached wall coordinated with Core Walls Structure barrel 8 supports 10.
Hydraulic system 6, is connected between guide rail 4 and platform support body 5, drives guide rail 4 and platform support body 5 relative motion.
Suspension bracket 7, is positioned at below platform support body 5, is connected with platform support body 5.
In the present embodiment, described hydraulic system 6 includes anti-fall climbing device 6.1, lower anti-fall climbing device 6.2 and hydraulic jack 6.3, wherein the upper end of hydraulic jack 6.3 is connected with platform support body 5 by upper anti-fall climbing device 6.1, and the lower end of hydraulic jack 6.3 is connected with guide rail 4 by lower anti-fall climbing device 6.2.Specifically, the upper end of described hydraulic jack 6.3 is connected with triangular supports 5.1 by upper anti-fall climbing device 6.1, and the lower end of hydraulic jack 6.3 is connected with guide rail 4 by lower anti-fall climbing device 6.2.
In the present embodiment, platform support body 5 also welds bar dowel head, handling frame vertical rod location and anti-skidding use can be done.
When needs lift rail 4, platform support body 5 opposite core cylinder barrel 8 maintains static that (top of platform support body 5 hangs on embedded part hanging seat 3 by crossbeam gib head 11, embedded part hanging seat 3 hangs over again on built-in fitting assembly 2, the bottom of platform support body 5 is supportted on Core Walls Structure barrel 8 by attached wall support 10), now guide rail 4 and embedded part hanging seat 3 disconnect, and then under the effect of hydraulic system 6, opposed platforms support body 5 moves up and down.
When platform support body 5 is led in needs lifting, guide rail 4 opposite core cylinder barrel 8 maintains static that (guide rail 4 hangs on embedded part hanging seat 3, then hung on built-in fitting assembly 2 by embedded part hanging seat 3), now platform support body 5 and embedded part hanging seat 3 disconnect, and then under the effect of hydraulic system 6, opposite rail 4 moves up and down.
See Fig. 4-7, the course of work of the present utility model: after platform support body 5 lifting puts in place, direct off-load is on embedded part hanging seat, lift rail 4 is carried out by hydraulic system 6, treat that guide rail 4 promotes to put in place, off-load on embedded part hanging seat, then carrys out lifting platform support body 5 by hydraulic system 6, can realize alternately promoting of guide rail 4 and platform support body 5 like this.
Integral lifting of the present utility model, replaces jacking guide rail 4 and paralell body 5 by hydraulic system 6 exactly, thus realizes elevating movement of the present utility model.
Installation features of the present utility model:
(1) preparatory work before installation is mainly: should carry out levelling confirmation to absolute altitude at the bottom of the center absolute altitude of built-in fitting assembly 2 and template; When there being the position mounting platform support body 5 of door opening, should first install door opening bracing frame.
(2) during mounting platform support body 5, steel pipe must be used to connect support body unit, carry out bridging, make platform support body 5 form rock-steady structure.
(3) when built-in fitting assembly 2 is installed, climbs in taper hole after smearing butter and tighten high-strength bolt, ensure that concrete does not flow to and climbs in taper thread, climb cone outside adhesive tape and butter wraps up so that dismantle.
(4) the correct of built-in fitting assembly 2 position is guaranteed.Pointwise unwrapping wire must be carried out according to the pre-buried position of " pre-buried network for location " midplane and the pre-buried position of facade pre-buried time pre-buried.Pre-buried size should meet following table and require:
Installation quality acceptance procedures of the present utility model:
(1), before the utility model is installed, construction party organizes the related side such as management, specialized company to carry out technical data, structure axis, level measurement location, and inspecting for acceptance of built-in fitting assembly 2 installation site, installs after meeting the requirements.
(2) the utility model installation, construction party can come into operation after organizing the related side such as management, specialized company to check and accept according to the parameter testing of special scheme relevant technologies.
The key points for operation that climb of the present utility model:
(1) (because the utility model construction led over by top creeping formwork when upper strata concrete strength reaches and is greater than 10MPa, concrete strength reaches 10MPa already), lifting advice note is opened by production division of project management department, climb handling frame technological guidance and construction party security official (comprises the foreign material on support body to the utility model jointly, the connection of each connecting portion, and hydraulic control system etc.) carry out checking and fill in lifting front inspection record table that cleaning support body foreign material can promote after meeting the requirements.On-the-spot in respective storey preparation temporary electricity box during lifting.
(2) when climbing platforms support body 5 or lift rail 4, hydraulic control panel should be operated by special messenger, and whether every Pin shelf establishes special messenger to keep an eye on synchronous, and find asynchronous, adjustable hydraulic valve controls.
(3) content safeguarded, overhaul: check whether connecting portion of the present utility model and protection meet the requirements, otherwise rectify and improve in time, regularly will debug electrical control system, change consumable accessory in time.
(4) obstruction of tackling body of wall before climbing is cleared up, and processes for the reinforcing bar that early stage, constructing structure was reserved out, prevents reinforcing bar and support body from colliding.
Above-described embodiment is not the exhaustive of detailed description of the invention; also can there is other embodiment; above-described embodiment object is the utility model is described, and unrestricted protection domain of the present utility model, all application come by the utility model simple change all drop in protection domain of the present utility model.

Claims (7)

1. a building Core Walls Structure hoistway hydraulic intelligent climbs operation scaffold, be arranged in Core Walls Structure hoistway (9), include operation scaffold body (1), it is characterized in that: also comprise hydraulic climbing platform, described operation scaffold body (1) fixed placement is creeped up and down along Core Walls Structure barrel (8) on hydraulic climbing platform, by hydraulic climbing platform.
2. building Core Walls Structure hoistway hydraulic intelligent according to claim 1 climbs operation scaffold, and it is characterized in that, described hydraulic climbing platform comprises:
Built-in fitting assembly (2), is embedded on Core Walls Structure barrel;
Embedded part hanging seat (3), is connected on built-in fitting assembly (2) by guide rail (4) and paralell body (5);
Guide rail (4), is connected with built-in fitting assembly (2) by embedded part hanging seat (3), and can move up and down by opposed platforms support body (5) under the effect of hydraulic system (6);
Platform support body (5), is connected with built-in fitting assembly (2) by embedded part hanging seat (3), and can move up and down along guide rail (4) under the effect of hydraulic system (6), and described operation scaffold body (1) fixed placement is on platform support body (5);
Hydraulic system (6), is connected between guide rail (4) and platform support body (5), drives guide rail (4) and platform support body (5) relative motion.
3. building Core Walls Structure hoistway hydraulic intelligent according to claim 2 climbs operation scaffold, it is characterized in that: described hydraulic climbing platform also comprises the suspension bracket (7) be connected with platform support body (5) being positioned at platform support body (5) below.
4. building Core Walls Structure hoistway hydraulic intelligent according to claim 2 climbs operation scaffold, it is characterized in that: described hydraulic system (6) includes anti-fall climbing device (6.1), lower anti-fall climbing device (6.2) and hydraulic jack (6.3), wherein the upper end of hydraulic jack (6.3) is connected with platform support body (5) by upper anti-fall climbing device (6.1), and the lower end of hydraulic jack (6.3) is connected with guide rail (4) by lower anti-fall climbing device (6.2).
5. building Core Walls Structure hoistway hydraulic intelligent according to claim 2 climbs operation scaffold, it is characterized in that: described platform support body (5) is provided with the crossbeam gib head (11) coordinated with embedded part hanging seat (3) and the attached wall coordinated with Core Walls Structure barrel (8) supports (10).
6. building Core Walls Structure hoistway hydraulic intelligent according to claim 2 climbs operation scaffold, it is characterized in that: described platform support body (5) comprises triangular supports (5.1) and is connected to the steel truss (5.2) in triangular supports.
7. building Core Walls Structure hoistway hydraulic intelligent according to claim 6 climbs operation scaffold, it is characterized in that: described hydraulic system (6) includes anti-fall climbing device (6.1), lower anti-fall climbing device (6.2) and hydraulic jack (6.3), wherein the upper end of hydraulic jack (6.3) is connected with triangular supports (5.1) by upper anti-fall climbing device (6.1), and the lower end of hydraulic jack (6.3) is connected with guide rail (4) by lower anti-fall climbing device (6.2).
CN201520689347.1U 2015-09-08 2015-09-08 Building core section of thick bamboo well hydraulic pressure intelligence operation scaffold that climbs Expired - Fee Related CN205077845U (en)

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Application Number Priority Date Filing Date Title
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Application Number Priority Date Filing Date Title
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Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106193316A (en) * 2016-07-14 2016-12-07 中国建筑第八工程局有限公司 Integral jacking platform box beam assembled protection system
CN106401210A (en) * 2016-11-21 2017-02-15 成都建筑工程集团总公司 Tool type vertical traffic stair for assembled building elevator shaft
CN106437128A (en) * 2016-08-30 2017-02-22 泰昌建设有限公司 Attached arm lifting platform for high-rise building construction
CN106437126A (en) * 2016-08-24 2017-02-22 江苏乐创建筑科技有限公司 Guiding and force bearing device of floor type hydraulic lifting scaffold and detaching method
CN106639322A (en) * 2017-01-19 2017-05-10 荆门创佳机械科技有限公司 Self-elevating concrete material distributing tower utilizing elevator guide rails and installing method
CN107476346A (en) * 2017-09-19 2017-12-15 黄淮学院 A kind of town road overhauls inspection of construction well well inner support system
CN109095318A (en) * 2018-07-25 2018-12-28 中国建筑第四工程局有限公司 A kind of high-order attached wall method and device of the movable connection of construction elevator
CN109399432A (en) * 2018-11-23 2019-03-01 燕山大学 A kind of hoistway job platform that climbs certainly
CN109797967A (en) * 2019-03-20 2019-05-24 杭州昂创科技有限公司 High and big die plate symmetrically hangs the construction method of climbing type English truss support system
CN111877725A (en) * 2020-07-02 2020-11-03 上海建工集团股份有限公司 Horizontal limiting system of integral steel platform formwork and installation method thereof
WO2021036026A1 (en) * 2019-08-31 2021-03-04 上海宝冶集团有限公司 Pre-assembled temporary operating platform in core tube and construction method therefor

Cited By (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106193316A (en) * 2016-07-14 2016-12-07 中国建筑第八工程局有限公司 Integral jacking platform box beam assembled protection system
CN106437126A (en) * 2016-08-24 2017-02-22 江苏乐创建筑科技有限公司 Guiding and force bearing device of floor type hydraulic lifting scaffold and detaching method
CN106437126B (en) * 2016-08-24 2019-02-05 江苏乐创建筑科技有限公司 A kind of console mode hydraulic lifting scaffold guiding bearing and method for dismounting
CN106437128A (en) * 2016-08-30 2017-02-22 泰昌建设有限公司 Attached arm lifting platform for high-rise building construction
CN106401210A (en) * 2016-11-21 2017-02-15 成都建筑工程集团总公司 Tool type vertical traffic stair for assembled building elevator shaft
CN106639322A (en) * 2017-01-19 2017-05-10 荆门创佳机械科技有限公司 Self-elevating concrete material distributing tower utilizing elevator guide rails and installing method
CN107476346A (en) * 2017-09-19 2017-12-15 黄淮学院 A kind of town road overhauls inspection of construction well well inner support system
CN109095318A (en) * 2018-07-25 2018-12-28 中国建筑第四工程局有限公司 A kind of high-order attached wall method and device of the movable connection of construction elevator
CN109399432A (en) * 2018-11-23 2019-03-01 燕山大学 A kind of hoistway job platform that climbs certainly
CN109399432B (en) * 2018-11-23 2019-12-03 燕山大学 A kind of hoistway job platform that climbs certainly
CN109797967A (en) * 2019-03-20 2019-05-24 杭州昂创科技有限公司 High and big die plate symmetrically hangs the construction method of climbing type English truss support system
WO2021036026A1 (en) * 2019-08-31 2021-03-04 上海宝冶集团有限公司 Pre-assembled temporary operating platform in core tube and construction method therefor
CN111877725A (en) * 2020-07-02 2020-11-03 上海建工集团股份有限公司 Horizontal limiting system of integral steel platform formwork and installation method thereof

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CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20160309

Termination date: 20170908

CF01 Termination of patent right due to non-payment of annual fee