CN205894715U - Light steel structure is semi -automatic under enclosed construction constructs from hoisting machine that climbs - Google Patents
Light steel structure is semi -automatic under enclosed construction constructs from hoisting machine that climbs Download PDFInfo
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- CN205894715U CN205894715U CN201620759850.4U CN201620759850U CN205894715U CN 205894715 U CN205894715 U CN 205894715U CN 201620759850 U CN201620759850 U CN 201620759850U CN 205894715 U CN205894715 U CN 205894715U
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- core walls
- load bearing
- enclosed construction
- primary load
- walls structure
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- 238000010276 construction Methods 0.000 title claims abstract description 64
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 35
- 239000010959 steel Substances 0.000 title claims abstract description 35
- 239000000463 material Substances 0.000 claims abstract description 34
- 230000009194 climbing Effects 0.000 claims abstract description 33
- 230000005484 gravity Effects 0.000 claims description 4
- 230000005611 electricity Effects 0.000 claims 1
- 230000008901 benefit Effects 0.000 abstract description 6
- 230000007613 environmental effect Effects 0.000 abstract description 2
- 235000017166 Bambusa arundinacea Nutrition 0.000 abstract 6
- 235000017491 Bambusa tulda Nutrition 0.000 abstract 6
- 241001330002 Bambuseae Species 0.000 abstract 6
- 235000015334 Phyllostachys viridis Nutrition 0.000 abstract 6
- 239000011425 bamboo Substances 0.000 abstract 6
- 238000005516 engineering process Methods 0.000 description 7
- 238000009415 formwork Methods 0.000 description 6
- 238000009434 installation Methods 0.000 description 4
- 239000004567 concrete Substances 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 238000006073 displacement reaction Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000002457 bidirectional effect Effects 0.000 description 1
- 230000001815 facial effect Effects 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
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- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model relates to a light steel structure is semi -automatic under enclosed construction constructs from hoisting machine that climbs, including setting up in inside primary load bearing truss support body and the hydraulic pressure climbing mechanism of a core section of thick bamboo, a core section of thick bamboo is inside still to be provided with along the guide rail that climbs of vertical extension, primary load bearing truss support body with the guide rail that climbs is mutually supported, hydraulic pressure climbing mechanism can drive primary load bearing truss support body is followed the guide rail that climbs removes, the article that to treat hoist and mount through material platform a core section of thick bamboo inside with core section of thick bamboo outside between transmit (especially will derive from the outside area hoist and mount article of a core section of thick bamboo transport a core section of thick bamboo inside), improved the efficiency of construction, shortened the time limit for a project interval of construction between the specialty, messenger construction period shortens greatly to practice thrift construction cost greatly, also effectively reduced the safe risk of construction simultaneously, gained good social, environmental benefit and economic benefits.
Description
Technical field
This utility model belongs to building engineering field, is a kind of Construction of Steel Structure hoisting mechanism, and particularly one kind can be
Carry out " certainly climb, semi-automatic " hoisting mechanism of steel structure hoisting operation under enclosed construction.
Background technology
In China, the overwhelming majority (surpassing) skyscraper employs Frame-Shear wall system (armored concrete core at present
Heart cylinder or steel reinforced concrete Core Walls Structure), for improving the efficiency of construction of Core Walls Structure xoncrete structure, reducing artificial formwork to timber
It is lost and advocates green construction, the Core Walls Structure concrete construction overwhelming majority employs large-scale steel form+creeping formwork or backform technology,
But, exactly because adopting creeping formwork or backform technology, and forming a totally enclosed big hat on Core Walls Structure top, making in Core Walls Structure
Facial planes structure construction cannot utilize the big machineries such as derrick crane, can only be set by manually having bad luck material, support body and construction
Apply, greatly reduce efficiency of construction；Or when Core Walls Structure creeping formwork or backform are constructed and reused derrick crane construction after terminating
Core Walls Structure inner plane structure, and so that construction period is significantly lengthened.
Traditional arrangement and method for construction safety coefficient is low, and labor strength is big, and low construction efficiency, for this reason, urgently design a set of
The Lift-on/Lift-off System of modernization, to meet the lifting operation of such formed steel construction.
Utility model content
The purpose of this utility model is: provides one kind in concrete core cylinder closed upper part, still is able to easily to material
Under the enclosed construction that material, support body and construction installation are lifted light section steel structure semi-automatic from climbing hoisting mechanism.
Under a kind of enclosed construction light section steel structure semi-automatic from climbing hoisting mechanism, including the master being arranged within Core Walls Structure
Load-bearing truss support body and hydraulic climbing mechanism, are additionally provided with vertically extending lifting rail, described master inside described Core Walls Structure
Load-bearing truss support body is cooperated with described lifting rail, and described hydraulic climbing mechanism can drive described primary load bearing truss body
Move along described lifting rail；
Also include material platform, outside described material platform connection Core Walls Structure inside and Core Walls Structure, described material platform energy
Enough object to be lifted is transmitted between Core Walls Structure inside and Core Walls Structure outside；
Also include hanging device, described hanging device is connected on described primary load bearing truss body, described hanging device energy
Enough the object to be lifted on described material platform is carried out handling in Core Walls Structure.
Preferably, the bottom of described primary load bearing truss body is provided with walking track, and described hanging device passes through described row
Walk track to be connected with described primary load bearing truss body, between described hanging device and described walking track, be additionally provided with electric walking
Mechanism, 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, institute
State electric walking mechanism and can also drive relative movement between walking track described in two groups.
Preferably, described material platform is provided with horizontal transport coaster, described horizontal transport coaster can load to be waited to hang
The object of dress simultaneously moves on described material platform, and object to be lifted is transported in the horizontal direction to hanging device
Side.
Preferably, it is provided with derrick crane outside described Core Walls Structure, described object to be lifted can pass through tower
Heavy-duty machine vertical transport is to the horizontal transport coaster of described material platform.
Preferably, described hanging device is provided with remote control module, described remote control module response user input
Control signal 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 to
On attached wall hanging seat, mechanism's gravity load and lifting load are reached Core Walls Structure by attached wall hanging seat by described primary load bearing truss body
On structure wall.
Preferably, the attached wall hanging seat in order to connect primary load bearing truss body is the hanging seat of Core Walls Structure top climbing form system.
Preferably, the top of described Core Walls Structure is enclosed construction.
Using such structure, by material platform by object to be lifted Core Walls Structure internal and Core Walls Structure outside between
Transmitted (especially transporting the band lifting object outside from Core Walls Structure inside Core Walls Structure), then passed through hanging device
It is lifted to desired position is installed, so that the light section steel structure under enclosed construction is constructed and be possibly realized using machinery, improve construction
Efficiency, shortens the duration interval of construction between specialty, so that the construction period is greatly shortened, and greatly save construction cost, simultaneously
Also effectively reduce construction safety risk, achieve good social benefit, environmental benefit and economic benefit.
Brief description
The utility model is described in more detail below in conjunction with the accompanying drawings.
Fig. 1 is hydraulic jacking system in this utility model, main load bearing system and electronic hoisting mechanism schematic diagram.
Fig. 2 is electronic hoisting mechanism and horizontal transporter schematic diagram in this utility model.
Fig. 3 is horizontal transporter operation principle schematic diagram in this utility model.
Specific embodiment
Below in conjunction with the accompanying drawing in this utility model embodiment, the technical scheme in this utility model embodiment is carried out
Clearly and completely description is it is clear that described embodiment is only a part of embodiment of this utility model rather than whole
Embodiment.Description only actually at least one exemplary embodiment is illustrative below, never as to this practicality
Any restriction that is new and its applying or use.Based on the embodiment in this utility model, those of ordinary skill in the art are not having
There is the every other embodiment being obtained under the premise of carrying out creative work, broadly fall into the scope of this utility model protection.
May be not discussed in detail for technology and equipment known to person of ordinary skill in the relevant, but in suitable situation
Under, technology and equipment should be considered to authorize a part for description.
It is to be understood that the noun of locality such as indications such as " laterally, vertical, vertical, levels " in description of the present utility model
The orientation showing or position relationship are normally based on orientation shown in the drawings or position relationship, are for only for ease of this practicality of description new
Type and simplification description, in the case of illustrating on the contrary, these nouns of locality do not indicate that and imply device or the element of indication
Must have specific orientation or with specific azimuth configuration and operation, therefore it is not intended that model is protected to this utility model
The restriction enclosed.
In description of the present utility model, " object to be lifted " refers to material needed for Core Walls Structure interior construction, support body
And construction installation, for example: steel beam column etc..
As 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 parts such as hydraulic climbing mechanism 3, primary load bearing truss body 4, electric chain hoist 8 and horizontal transport coasters 8, has
Body, it includes being arranged at the primary load bearing truss body 4 within Core Walls Structure and hydraulic climbing mechanism 3, and 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, primary load bearing purlin
The sidepiece of frame support body 4 is attached on attached wall hanging seat 1, and primary load bearing truss body 4 passes through attached wall hanging seat 1 and by mechanism's gravity load and hangs
Dress load reaches on the structure wall of Core Walls Structure, and primary load bearing truss body 4 is jointly attached with hydraulic climbing mechanism 3 and lifting rail 2
In attached wall hanging seat 1, mechanism's gravity load and lifting load are reached by core wall structure body of wall by attached wall hanging seat 1, most preferably
, the attached wall hanging seat 1 in order to connect primary load bearing truss body 4 is the hanging seat of Core Walls Structure top climbing form system.Inside Core Walls Structure also
It is provided with vertically extending lifting rail 2, primary load bearing truss body 4 is cooperated with lifting rail 2, hydraulic climbing mechanism 3
Primary load bearing truss body 4 can be driven to move along lifting rail 2, by hydraulic climbing mechanism 3 and lifting rail 2 phase interworking
Close, realize 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, material from climbing hoisting mechanism
Outside platform 9 connection Core Walls Structure inside and Core Walls Structure, material platform 9 can be by object to be lifted in Core Walls Structure inside and core
Cylinder is transmitted between outside；Also include hanging device, hanging device is connected on primary load bearing truss body 4, hanging device energy
Enough the object to be lifted on material platform 9 is carried out handling in Core Walls Structure, specifically in the present embodiment, hanging device is electronic
Ring-chain hoist 8, most preferably, hanging device is provided with remote control module, and remote control module responds the control of user input
Signal processed, with start and stop hanging device, so can be utilized remote control unit to carry out remotely control, realizes semi-automatic lifting operation.
In the present embodiment, the bottom of primary load bearing truss body 4 is provided with walking track 5, hanging device passes through rail of walking
Road 5 is connected with primary load bearing truss body 4, is additionally provided with electric walking mechanism 6, electric walking between hanging device and walking track 5
Walking mechanism 6 can drive hanging device mobile along walking track 5, and the walking track 5 employed in the present embodiment is bidirectional walking
Track 5, specifically, the quantity of walking track 5 is two groups, and the bearing of trend of two groups of walking tracks 5 is mutually perpendicular to it may be assumed that passing through two
Group walking track 5 cooperates, and realizes hanging device and carries out displacement in the bottom of primary load bearing truss body 4 along x-y direction, electronic
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, and one of driver element is in order to drive hanging device along one of walking track 5
Bearing of trend moves, and another driver element is in order to drive prolonging along another walking track 5 between two groups of walking tracks 5
Stretch direction and carry out relative movement, realize the steel beam column loading is pressed in x/y plane on hanging device and hanging device with final
Need displacement, the z direction being aided with primary load bearing truss body 4 is moved, and steel beam column can lift the optional position to Core Walls Structure.
In 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, material platform 9 is provided with horizontal transport coaster 8, horizontal transport coaster 8 energy
Enough load object to be lifted and move on material platform 9, object to be lifted is transported in the horizontal direction and sets to lifting
Standby lower section, meanwhile, is provided with derrick crane, object to be lifted can be hung down by derrick crane outside Core Walls Structure
Directly 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
In heart cylinder, even if on Core Walls Structure top because using creeping formwork or backform technology, Core Walls Structure top formed one totally enclosed big
In the case of medicated cap, still can be by said structure in the internal transport carrying out material and Core Walls Structure outside between of Core Walls Structure.
The specific implementation process of the present embodiment is as follows:
Step 1. utilizes hydraulic climbing mechanism 3, and hanging apparatus are risen to hoisting height needed for component, material；
Material platform 9 is attached to outside the Core Walls Structure of respective storey using derrick crane by step 2., specifically, will
It is installed on housing girder steel so as to against Core Walls Structure body of wall；
Step 3. using derrick crane, the component of required lifting is hoisted on material platform 9, is slided using horizontal transport
Car 8, modular level is transported to Core Walls Structure；
Step 4. utilizes remote control equipment, by mobile for electric chain hoist 8 to above required lifting components, starts to lift
Work.
It can be seen that, under the enclosed construction of the present embodiment light section steel structure semi-automatic from climbing hoisting mechanism, different from existing skill
Because using creeping formwork or backform technology in art, and form a totally enclosed big hat on Core Walls Structure top, make inside Core Walls Structure
Planar 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
Mode, the present embodiment utilizes electric walking structure and walking track 5, the remotely control of achievable equipment and by steel beam column relatively
Easily lift to optional position, so that the light section steel structure under enclosed construction is constructed and be possibly realized using machinery, under enclosed construction
Horizontal structure construction no longer stick to the conventional construction method of pickaback people lift, substantially increase efficiency of construction.
Secondly, construct on the Core Walls Structure body of wall finishing because the mechanism of the present embodiment is attached to, make Core Walls Structure horizontal structure
Construction can follow vertical structure construction closely, greatly shortens the integral construction cycle.
Again, the present embodiment makes steel beam column accurately in place using machinery, compared with traditional jack+slip rope construction method,
Substantially increase the safety of workmen, add and multinomial safety prevention measure is set using top truss principal support body, significantly
Reduce lower section operating personnel to be fallen by top debris and cause object to hit the risk injuring.
Finally, the convenience of this hoisting mechanism operation and the protection of workmen's safety are had benefited from, will be largely
The upper integrated steel-structure promoting Core Walls Structure horizontal structure.
In sum, under the present embodiment enclosed construction light section steel structure semi-automatic from climbing hoisting mechanism, with traditional envelope
Steel Structure Installation scheme under structure of closing is compared, and it has obvious advantage at safe construction, saving duration, cost-effective aspect,
Using 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；
Material relatively simply can be hung to desired location by convenient, flexible hoisting mechanism, can while increasing construction safety coefficient
To save the duration of about half.Meanwhile, although this device has disposably put into certain hardware and peace splits into this, due to convenient
Efficiently lifting mode, eliminates substantial amounts of human cost and construction period.
Claims (10)
1. under a kind of enclosed construction light section steel structure 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), go back inside described Core Walls Structure
It is provided with vertically extending lifting rail (2), described primary load bearing truss body (4) and described lifting rail (2) cooperate,
Described hydraulic climbing mechanism (3) can drive described primary load bearing truss body (4) to move along described lifting rail (2)；
Also include material platform (9), outside described material platform (9) connection Core Walls Structure inside and Core Walls Structure, described material platform
(9) object to be lifted can be transmitted between Core Walls Structure inside and Core Walls Structure outside；
Also include hanging device (7), described hanging device (7) is connected on described primary load bearing truss body (4), and described lifting sets
Object to be lifted on described material platform (9) can be carried out handling in Core Walls Structure by standby (7).
2. under enclosed construction according to claim 1 light section steel structure semi-automatic from climbing hoisting mechanism it is characterised in that:
The bottom of described primary load bearing truss body (4) is provided with walking track (5), and described hanging device (7) is by described walking track
(5) it is connected with described primary load bearing truss body (4), between described hanging device (7) and described walking track (5), be additionally provided with electricity
Dynamic walking mechanism (6), described electric walking mechanism (6) can drive described hanging device (7) to move along described walking track (5)
Dynamic.
3. under enclosed construction according to claim 2 light section steel structure semi-automatic from climbing hoisting mechanism it is characterised in that:
The quantity of described walking track (5) is two groups, and described in two groups, the bearing of trend of walking track (5) is mutually perpendicular to, described electric walking
Walk mechanism (6) and relative movement between walking track (5) described in two groups can also be driven.
4. under enclosed construction according to claim 1 light section steel structure semi-automatic from climbing hoisting mechanism it is characterised in that:
Horizontal transport coaster (8) is provided with described material platform (9), described horizontal transport coaster (8) can load thing to be lifted
Part simultaneously above moves in described material platform (9), and object to be lifted is transported in the horizontal direction to hanging device (7)
Side.
5. under enclosed construction according to claim 4 light section steel structure semi-automatic from climbing hoisting mechanism it is characterised in that:
It is provided with derrick crane, described object to be lifted can be by derrick crane vertical transport to institute outside described Core Walls Structure
State on the horizontal transport coaster (8) of material platform (9).
6. under enclosed construction according to claim 1 light section steel structure semi-automatic from climbing hoisting mechanism it is characterised in that:
Described hanging device (7) is provided with remote control module, described remote control module respond the control signal of user input with
Hanging device described in start and stop (7).
7. under enclosed construction according to claim 6 light section steel structure semi-automatic from climbing hoisting mechanism it is characterised in that:
Described hanging device (7) is electric chain hoist.
8. under enclosed construction according to claim 1 light section steel structure semi-automatic from climbing hoisting mechanism it is characterised in that:
The inwall of described Core Walls Structure is provided with attached wall hanging seat (1), and the sidepiece of described primary load bearing truss body (4) is attached to attached wall hanging seat
(1), on, mechanism's gravity load and lifting load are reached Core Walls Structure by attached wall hanging seat (1) by described primary load bearing truss body (4)
Structure wall on.
9. under enclosed construction according to claim 6 light section steel structure semi-automatic from climbing hoisting mechanism it is characterised in that:
Attached wall hanging seat (1) in order to connect primary load bearing truss body (4) is the hanging seat of Core Walls Structure top climbing form system.
10. according to light section steel structure under described enclosed construction arbitrary in claim 1 to 9 semi-automatic from climbing hoisting mechanism,
It is characterized in that: the top of described Core Walls Structure is enclosed construction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620759850.4U CN205894715U (en) | 2016-07-19 | 2016-07-19 | Light steel structure is semi -automatic under enclosed construction constructs from hoisting machine that climbs |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620759850.4U CN205894715U (en) | 2016-07-19 | 2016-07-19 | Light steel structure is semi -automatic under enclosed construction constructs from hoisting machine that climbs |
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| Publication Number | Publication Date |
|---|---|
| CN205894715U true CN205894715U (en) | 2017-01-18 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620759850.4U Expired - Fee Related CN205894715U (en) | 2016-07-19 | 2016-07-19 | Light steel structure is semi -automatic under enclosed construction constructs from hoisting machine that climbs |
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| Country | Link |
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| CN (1) | CN205894715U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106013818A (en) * | 2016-07-19 | 2016-10-12 | 中建局集团建设发展有限公司 | Semiautomatic self-climbing hoisting mechanism of light steel structure under closed structure |
| CN108373102A (en) * | 2018-02-02 | 2018-08-07 | 中建钢构有限公司 | Lift-on/Lift-off System in enclosure space |
-
2016
- 2016-07-19 CN CN201620759850.4U patent/CN205894715U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106013818A (en) * | 2016-07-19 | 2016-10-12 | 中建局集团建设发展有限公司 | Semiautomatic self-climbing hoisting mechanism of light steel structure under closed structure |
| CN108373102A (en) * | 2018-02-02 | 2018-08-07 | 中建钢构有限公司 | Lift-on/Lift-off System in enclosure space |
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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: 20170118 |