CN106013818A - Semiautomatic self-climbing hoisting mechanism of light steel structure under closed structure - Google Patents
Semiautomatic self-climbing hoisting mechanism of light steel structure under closed structure Download PDFInfo
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- CN106013818A CN106013818A CN201610568323.XA CN201610568323A CN106013818A CN 106013818 A CN106013818 A CN 106013818A CN 201610568323 A CN201610568323 A CN 201610568323A CN 106013818 A CN106013818 A CN 106013818A
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- core walls
- climbing
- hoisting mechanism
- walls structure
- truss body
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
- E04G21/16—Tools or apparatus
- E04G21/162—Handles to carry construction blocks
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
- E04G21/16—Tools or apparatus
- E04G21/166—Landings, receiving platforms
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention relates to a semiautomatic self-climbing hoisting mechanism of a light steel structure under a closed structure. The semiautomatic self-climbing hoisting mechanism comprises a main load-bearing truss body and a hydraulic jacking mechanism, which are arranged in a core drum, wherein a climbing guide rail which extends along the vertical direction is also arranged inside the core drum, the main load-bearing truss body is matched with the climbing guide rail, and the hydraulic jacking mechanism can drive the main load-bearing truss body to move along the climbing guide rail; and a material to be hoisted is driven to transfer between the interior and the exterior of the core drum by virtue of a material platform (particularly an article to be hoisted from the exterior of the core drum is transported into the core drum). The construction efficiency is improved, the interval of the construction period is shortened, the construction period is greatly shortened, the construction cost is greatly saved, the construction safety risk is effectively reduced, and good social benefit, environmental benefit and economic benefit can be achieved.
Description
Technical field
The invention belongs to building engineering field, be a kind of Construction of Steel Structure hoisting mechanism, a kind of " certainly climb, semi-automatic " hoisting mechanism that can carry out steel structure hoisting operation under enclosed construction.
Background technology
Frame-Shear wall system (Reinforced Concrete Core Walls Structure or steel reinforced concrete Core Walls Structure) is have employed at present at China's overwhelming majority (surpassing) skyscraper, for improving the efficiency of construction of Core Walls Structure xoncrete structure, reduce artificial formwork and to the loss of timber and advocate green construction, the Core Walls Structure concrete construction overwhelming majority have employed large-scale steel form+creeping formwork or backform technology, but, exactly because using creeping formwork or backform technology, and a totally enclosed big hat is formed on Core Walls Structure top, make Core Walls Structure inner plane structure construction cannot utilize the big machineries such as derrick crane, can only be by manually having bad luck material, support body and construction installation, greatly reduce efficiency of construction；Or Core Walls Structure creeping formwork or backform construction by the time re-uses derrick crane construction Core Walls Structure inner plane structure after terminating, and makes construction period significantly lengthen.
Traditional arrangement and method for construction safety coefficient is low, and labor strength is big, and efficiency of construction is low, to this end, urgently design the Lift-on/Lift-off System of a set of modernization, to meet the lifting operation of the type steel construction.
Summary of the invention
It is an object of the invention to: provide a kind of when concrete core cylinder closed upper part, still be able to light section steel structure under the enclosed construction easily material, support body and construction installation lifted semi-automatic from climbing hoisting mechanism.
Under a kind of enclosed construction, light section steel structure is semi-automatic from climbing hoisting mechanism, including the primary load bearing truss body being arranged within Core Walls Structure and hydraulic climbing mechanism, vertically extending lifting rail it is additionally provided with inside described Core Walls Structure, described primary load bearing truss body cooperates with described lifting rail, and described hydraulic climbing mechanism can drive described primary load bearing truss body to move along described lifting rail；
Also including material platform, outside described material platform connection Core Walls Structure inside and Core Walls Structure, object to be lifted can be transmitted between Core Walls Structure inside and Core Walls Structure outside by described material platform；
Also including that hanging device, described hanging device are connected on described primary load bearing truss body, the object to be lifted on described material platform can be carried out handling in Core Walls Structure by described hanging device.
Preferably, the bottom of described primary load bearing truss body is provided with walking track, described hanging device is connected with described primary load bearing truss body by described walking track, being additionally provided with electric walking mechanism between described hanging device and described walking track, described electric walking mechanism can drive described hanging device to move along described walking track.
Preferably, the quantity of described walking track is two groups, and the bearing of trend of track of walking described in two groups is mutually perpendicular to, and described electric walking mechanism can also drive relative movement between track of walking described in two groups.
Preferably, described material platform being provided with horizontal transport coaster, described horizontal transport coaster can load object to be lifted and move on described material platform, so that object to be lifted is transported lower section to hanging device in the horizontal direction.
Preferably, outside described Core Walls Structure, be provided with derrick crane, described in object to be lifted can be by the horizontal transport coaster of derrick crane vertical transport to described material platform.
Preferably, described hanging device is provided with remote control module, and the control signal of described remote control module response user input is with hanging device described in start and stop.
Preferably, described hanging device is electric chain hoist.
Preferably, the inwall of described Core Walls Structure is provided with attached wall hanging seat, and the sidepiece of described primary load bearing truss body is attached on attached wall hanging seat, and mechanism's gravity load and lifting load are reached on the structure wall of Core Walls Structure by described primary load bearing truss body by attached wall hanging seat.
Preferably, in order to connect the hanging seat that attached wall hanging seat is Core Walls Structure top climbing form system of primary load bearing truss body.
Preferably, the top of described Core Walls Structure is enclosed construction.
Use such structure, (especially transporting deriving from the band lifting object outside Core Walls Structure inside Core Walls Structure) is transmitted by carrying out between internal at Core Walls Structure for object to be lifted and Core Walls Structure outside by material platform, it is lifted to desired position is installed by hanging device again, the construction of the light section steel structure under enclosed construction is made to utilize machinery to be possibly realized, improve efficiency of construction, shorten the duration interval of construction between specialty, the construction period is made to be greatly shortened, and it is greatly saved construction cost, also effectively reduce construction safety risk simultaneously, achieve good social benefit, environmental benefit and economic benefit.
Accompanying drawing explanation
The present invention will be further described in detail below in conjunction with the accompanying drawings.
Fig. 1 is the hydraulic jacking system in the present invention, main load bearing system and electric crane mounting mechanism schematic diagram.
Fig. 2 is electric crane mounting mechanism and horizontal transporter schematic diagram in the present invention.
Fig. 3 is horizontal transporter operation principle schematic diagram in the present invention.
Detailed description of the invention
Below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is clearly and completely described, it is clear that described embodiment is only a part of embodiment of the present invention rather than whole embodiments.Description only actually at least one exemplary embodiment is illustrative below, never as to the present invention and application thereof or any restriction of use.Based on the embodiment in the present invention, the every other embodiment that those of ordinary skill in the art are obtained under not carrying out creative work premise, broadly fall into the scope of protection of the invention.
May be not discussed in detail for technology and equipment known to person of ordinary skill in the relevant, but in the appropriate case, technology and equipment should be considered to authorize a part for description.
In describing the invention; it will be appreciated that; the noun of locality is normally based on orientation shown in the drawings or position relationship such as indicated orientation such as " laterally, vertical, vertical, levels " or position relationship; it is for only for ease of the description present invention and simplifies description; in the case of illustrating on the contrary; these nouns of locality do not indicate that and imply that the device of indication or element must have specific orientation or with specific azimuth configuration and operation, therefore it is not intended that limiting the scope of the invention.
In describing the invention, " object to be lifted " refers to the material needed for Core Walls Structure interior construction, support body and construction installation, such as: steel beam column etc..
nullAs shown in Figure 1 to Figure 3，Present embodiments provide light section steel structure under a kind of enclosed construction semi-automatic from climbing hoisting mechanism，Including hydraulic climbing mechanism 3、Primary load bearing truss body 4、The parts such as electric chain hoist 8 and horizontal transport coaster 8，Concrete，It includes being arranged at the primary load bearing truss body 4 within Core Walls Structure and hydraulic climbing mechanism 3，Primary load bearing truss body 4 is the main bearing system of mechanism，As preferred embodiment，The inwall of Core Walls Structure is provided with attached wall hanging seat 1，The sidepiece of primary load bearing truss body 4 is attached on attached wall hanging seat 1，Mechanism's gravity load and lifting load are reached on the structure wall of Core Walls Structure by primary load bearing truss body 4 by attached wall hanging seat 1，Primary load bearing truss body 4 is attached to attached wall hanging seat 1 jointly with hydraulic climbing mechanism 3 and lifting rail 2，By attached wall hanging seat 1, mechanism's gravity load and lifting load are reached core wall structure body of wall，Most preferably，In order to connect the hanging seat that attached wall hanging seat 1 is Core Walls Structure top climbing form system of primary load bearing truss body 4.Vertically extending lifting rail 2 it is additionally provided with inside Core Walls Structure, primary load bearing truss body 4 cooperates with lifting rail 2, hydraulic climbing mechanism 3 can drive primary load bearing truss body 4 to move along lifting rail 2, cooperated by hydraulic climbing mechanism 3 and lifting rail 2, it is achieved the automatic climbing of whole hoisting mechanism.
Under the present embodiment enclosed construction, light section steel structure is semi-automatic also includes material platform 9 from climbing hoisting mechanism, material platform 9 connects outside Core Walls Structure inside and Core Walls Structure, and object to be lifted can be transmitted between Core Walls Structure inside and Core Walls Structure outside by material platform 9；Also include hanging device, hanging device is connected on primary load bearing truss body 4, object to be lifted on material platform 9 can be carried out handling in Core Walls Structure by hanging device, the most in the present embodiment, hanging device is electric chain hoist 8, most preferably, hanging device is provided with remote control module, the control signal of remote control module response user input is with start and stop hanging device, and so available remote control unit remotely controls, it is achieved semi-automatic lifting operates.
nullIn the present embodiment，Walking track 5 it is provided with in the bottom of primary load bearing truss body 4，Hanging device is connected with primary load bearing truss body 4 by walking track 5，It is additionally provided with electric walking mechanism 6 between hanging device and walking track 5，Electric walking mechanism 6 can drive hanging device to move along walking track 5，Walking track 5 employed in the present embodiment is bidirectional walking track 5，Concrete，The quantity of walking track 5 is two groups，The bearing of trend of two groups of walking tracks 5 is mutually perpendicular to，That is: cooperated by two groups of walking tracks 5，Realize hanging device and carry out displacement in the bottom of primary load bearing truss body 4 along X-Y direction，Electric walking mechanism 6 can also drive relative movement between two groups of walking tracks 5，As a kind of feasible embodiment，Electric walking mechanism 6 is made up of two driver elements，One of them driver element moves along the bearing of trend of one of them walking track 5 in order to drive hanging device，Another driver element carries out relative movement along another bearing of trend walking track 5 in order to drive between two groups of walking tracks 5，Finally to realize hanging device、And the steel beam column loaded on hanging device is in the on-demand displacement of X/Y plane，The Z-direction being aided with primary load bearing truss body 4 moves，Can be by the optional position in steel beam column lifting to Core Walls Structure.
nullIn the present embodiment，In order to easily object to be lifted is transported to inside Core Walls Structure outside Core Walls Structure，Especially when Core Walls Structure top is enclosed construction，Horizontal transport coaster 8 it is provided with on material platform 9，Horizontal transport coaster 8 can load object to be lifted and move on material platform 9，So that object to be lifted is transported the lower section to hanging device in the horizontal direction，Meanwhile，Derrick crane it is provided with outside Core Walls Structure，Object to be lifted can be by derrick crane vertical transport to the horizontal transport coaster 8 of material platform 9，By such mode，Object to be lifted utilizes derrick crane vertical transport to the material platform 9 being attached on housing steel construction，By horizontal transport coaster 8 by steel beam column horizontal transport to Core Walls Structure，Even if on Core Walls Structure top because using creeping formwork or backform technology、In the case of a totally enclosed big hat is formed at Core Walls Structure top，Still the transport of material can be carried out between Core Walls Structure inside and Core Walls Structure outside by said structure.
The specific implementation process of the present embodiment is as follows:
Step 1. utilizes hydraulic climbing mechanism 3, and hanging apparatus rises to hoisting height needed for component, material；
Step 2. utilizes outside the Core Walls Structure that material platform 9 is installed to respective storey by derrick crane, concrete, is installed on housing girder steel so that it is against Core Walls Structure body of wall；
Step 3. utilizes derrick crane to be hoisted on material platform 9 by the component of required lifting, utilizes horizontal transport coaster 8, by modular level transport to Core Walls Structure；
Step 4. utilizes remote control equipment, is moved above required lifting components by electric chain hoist 8, starts to lift work.
Visible, under the enclosed construction of the present embodiment, light section steel structure is semi-automatic from climbing hoisting mechanism, it is different from prior art because using creeping formwork or backform technology, and a totally enclosed big hat is formed on Core Walls Structure top, make Core Walls Structure inner plane structure construction cannot utilize the big machineries such as derrick crane, can only be by manually having bad luck material, support body and the mode of construction installation, the present embodiment utilizes electric walking structure and walking track 5, remotely controlling and lifting steel beam column to optional position relatively easily of equipment can be realized, the construction of the light section steel structure under enclosed construction is made to utilize machinery to be possibly realized, horizontal structure construction under enclosed construction no longer sticks to the conventional construction method that people lifts pickaback, substantially increase efficiency of construction.
Secondly, because, on the Core Walls Structure body of wall that the mechanism of the present embodiment is attached to construct complete, making the construction of Core Walls Structure horizontal structure can follow vertical structure construction closely, be greatly shortened the integral construction cycle.
Again, the present embodiment utilizes machinery to make steel beam column the most in place, compared with traditional jack+slip rope construction method, substantially increase the safety of workmen, plus utilizing top truss principal support body to arrange multinomial safety prevention measure, substantially reduce lower section operating personnel and fallen by top foreign material and cause object to hit the risk injured.
Finally, have benefited from convenience and the protection of workmen's safety of this hoisting mechanism operation, the integrated steel-structure of Core Walls Structure horizontal structure will be promoted largely.
In sum, under the present embodiment enclosed construction, light section steel structure is semi-automatic from climbing hoisting mechanism, compared with Steel Structure Installation scheme under traditional enclosed construction, it has obvious advantage at safe construction, saving duration, cost-effective aspect, utilize the present embodiment structure, by feat of multiple tracks horizontal hard protection, workmen can reduce the misgivings to falling object from high altitude casualty accident；Convenient, flexible hoisting mechanism, relatively simply can winch to desired location by material, can save the duration of about half while strengthening construction safety coefficient.Meanwhile, although this device has disposably put into certain hardware and peace splits into this, but due to conveniently lifting mode, eliminate substantial amounts of human cost and construction period.
Claims (10)
1. under an enclosed construction, light section steel structure is semi-automatic from climbing hoisting mechanism, it is characterised in that:
Including the primary load bearing truss body (4) being arranged within Core Walls Structure and hydraulic climbing mechanism (3), vertically extending lifting rail (2) it is additionally provided with inside described Core Walls Structure, described primary load bearing truss body (4) cooperates with described lifting rail (2), and described hydraulic climbing mechanism (3) can drive described primary load bearing truss body (4) to move along described lifting rail (2)；
Also including material platform (9), outside described material platform (9) connection Core Walls Structure inside and Core Walls Structure, object to be lifted can be transmitted between Core Walls Structure inside and Core Walls Structure outside by described material platform (9)；
Also including that hanging device (7), described hanging device (7) are connected on described primary load bearing truss body (4), the object to be lifted on described material platform (9) can be carried out handling in Core Walls Structure by described hanging device (7).
Under enclosed construction the most according to claim 1, light section steel structure is semi-automatic from climbing hoisting mechanism, it is characterized in that: the bottom of described primary load bearing truss body (4) is provided with walking track (5), described hanging device (7) is connected with described primary load bearing truss body (4) by described walking track (5), being additionally provided with electric walking mechanism (6) between described hanging device (7) and described walking track (5), described electric walking mechanism (6) can drive described hanging device (7) mobile along described walking track (5).
Under enclosed construction the most according to claim 2, light section steel structure is semi-automatic from climbing hoisting mechanism, it is characterized in that: the quantity of described walking track (5) is two groups, described in two groups, the bearing of trend of walking track (5) is mutually perpendicular to, and described electric walking mechanism (6) can also drive relative movement between track (5) of walking described in two groups.
Under enclosed construction the most according to claim 1, light section steel structure is semi-automatic from climbing hoisting mechanism, it is characterized in that: on described material platform (9), be provided with horizontal transport coaster (8), described horizontal transport coaster (8) can load object to be lifted and above move, with the lower section transporting object to be lifted to hanging device (7) in the horizontal direction at described material platform (9).
Under enclosed construction the most according to claim 4, light section steel structure is semi-automatic from climbing hoisting mechanism, it is characterized in that: outside described Core Walls Structure, be provided with derrick crane, described in object to be lifted can be by the horizontal transport coaster (8) of derrick crane vertical transport to described material platform (9).
Under enclosed construction the most according to claim 1, light section steel structure is semi-automatic from climbing hoisting mechanism, it is characterized in that: described hanging device (7) is provided with remote control module, and the control signal of described remote control module response user input is with hanging device described in start and stop (7).
Under enclosed construction the most according to claim 6, light section steel structure is semi-automatic from climbing hoisting mechanism, it is characterised in that: described hanging device (7) is electric chain hoist.
Under enclosed construction the most according to claim 1, light section steel structure is semi-automatic from climbing hoisting mechanism, it is characterized in that: the inwall of described Core Walls Structure is provided with attached wall hanging seat (1), the sidepiece of described primary load bearing truss body (4) is attached on attached wall hanging seat (1), and mechanism's gravity load and lifting load are reached on the structure wall of Core Walls Structure by described primary load bearing truss body (4) by attached wall hanging seat (1).
Under enclosed construction the most according to claim 6, light section steel structure is semi-automatic from climbing hoisting mechanism, it is characterised in that: in order to connect the hanging seat that attached wall hanging seat (1) is Core Walls Structure top climbing form system of primary load bearing truss body (4).
10. semi-automatic from climbing hoisting mechanism according to light section steel structure under described enclosed construction arbitrary in claim 1 to 9, it is characterised in that: the top of described Core Walls Structure is enclosed construction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610568323.XA CN106013818A (en) | 2016-07-19 | 2016-07-19 | Semiautomatic self-climbing hoisting mechanism of light steel structure under closed structure |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201610568323.XA CN106013818A (en) | 2016-07-19 | 2016-07-19 | Semiautomatic self-climbing hoisting mechanism of light steel structure under closed structure |
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| CN201610568323.XA Pending CN106013818A (en) | 2016-07-19 | 2016-07-19 | Semiautomatic self-climbing hoisting mechanism of light steel structure under closed structure |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108316657A (en) * | 2018-05-08 | 2018-07-24 | 许明达 | One kind is from hoisting type high building construction device and its method for improving |
| CN110921581A (en) * | 2019-10-30 | 2020-03-27 | 中国化学工程第六建设有限公司 | Modular hoisting equipment for high-rise steel structure and construction method |
| CN112681144A (en) * | 2020-12-21 | 2021-04-20 | 中交路桥华南工程有限公司 | Self-climbing type installation method of steel cable tower |
| CN115492387A (en) * | 2022-09-15 | 2022-12-20 | 中建八局第一建设有限公司 | Creeping formwork integrated material hoisting system and construction method thereof |
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| CN105649347A (en) * | 2016-01-15 | 2016-06-08 | 北京市建筑工程研究院有限责任公司 | Multistage mobile-type construction material transporting platform |
| CN205894715U (en) * | 2016-07-19 | 2017-01-18 | 中建一局集团建设发展有限公司 | Light steel structure is semi -automatic under enclosed construction constructs from hoisting machine that climbs |
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| GB1386261A (en) * | 1971-08-05 | 1975-03-05 | Modulbau Ag | Shuttering systems for the production and handling of monolithic structure of reinforced concrete |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108316657A (en) * | 2018-05-08 | 2018-07-24 | 许明达 | One kind is from hoisting type high building construction device and its method for improving |
| CN108316657B (en) * | 2018-05-08 | 2024-02-02 | 许明达 | Self-lifting type high-rise building construction device and lifting method thereof |
| CN110921581A (en) * | 2019-10-30 | 2020-03-27 | 中国化学工程第六建设有限公司 | Modular hoisting equipment for high-rise steel structure and construction method |
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| CN112681144A (en) * | 2020-12-21 | 2021-04-20 | 中交路桥华南工程有限公司 | Self-climbing type installation method of steel cable tower |
| CN112681144B (en) * | 2020-12-21 | 2023-08-18 | 中交路桥华南工程有限公司 | Self-climbing installation method of steel cable tower |
| CN115492387A (en) * | 2022-09-15 | 2022-12-20 | 中建八局第一建设有限公司 | Creeping formwork integrated material hoisting system and construction method thereof |
| CN115492387B (en) * | 2022-09-15 | 2023-08-11 | 中建八局第一建设有限公司 | Climbing form integrated material hoisting system and construction method thereof |
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