CN206971767U - A kind of steel plate wall sliding erecting device of Super High Core Walls Structure - Google Patents
A kind of steel plate wall sliding erecting device of Super High Core Walls Structure Download PDFInfo
- Publication number
- CN206971767U CN206971767U CN201720808161.2U CN201720808161U CN206971767U CN 206971767 U CN206971767 U CN 206971767U CN 201720808161 U CN201720808161 U CN 201720808161U CN 206971767 U CN206971767 U CN 206971767U
- Authority
- CN
- China
- Prior art keywords
- steel plate
- plate wall
- bearing
- sliding
- core walls
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The steel plate wall sliding erecting device that the utility model provides a kind of Super High Core Walls Structure includes：Enclose the first steel plate wall to form Core Walls Structure space；Truss is jacked, by lifting-up support on ground, the jacking truss is located at the top of first steel plate wall；Mechanism is hung, is connected on the jacking truss；Second steel plate wall, be removably attachable to it is described hang mechanism, be detachably connected with sliding component on second steel plate wall；And sliding rail, it is removably installed on first steel plate wall, the sliding component is slid on the sliding rail by described hang after mechanism is hung to second steel plate wall.First steel plate wall is installed by ground construction, then by jacking truss and hanging mechanism to transfer the second steel plate wall, designated mounting position is slid onto on sliding rail and is installed, scaffold is set up to install compared to traditional, efficiency of construction is improved, reduces cost.
Description
Technical field
It the utility model is related to the realm of building construction, more particularly to a kind of steel plate wall sliding installation dress of Super High Core Walls Structure
Put.
Background technology
For under Core Walls Structure adhesion type integral jacking platform construction operating mode, part steel plate wall directly can not lift hole from platform
Mouth is fallen in place, now needs to fall steel plate wall from hole is closed on.But it is flat to the jacking of steel plate wall installation site that this closes on hole
Platform lower boom is discontinuous, and the steel plate wall for causing to fall from hole can not be installed to the installation site specified, therefore, we need
During the steel plate wall installation of Core Walls Structure, the installation steel plate of the preliminary base specification of Core Walls Structure is being arranged in foundation structure, had
Steel plate wall to be installed is further installed on wall.Therefore, the utility model arises at the historic moment.
Utility model content
In view of the foregoing, the utility model is intended to pacify the steel plate wall to be installed of Core Walls Structure to provide a kind of convenience
The specified location of installation needed for being attached to.
To achieve the above object, the utility model provides a kind of steel plate wall sliding erecting device of Super High Core Walls Structure,
Including：
Enclose the first steel plate wall to form Core Walls Structure space；
Truss is jacked, by lifting-up support on ground, the jacking truss is located at the top of first steel plate wall；
Mechanism is hung, is connected on the jacking truss；
Second steel plate wall, be removably attachable to it is described hang mechanism, be detachably connected with second steel plate wall
Sliding component；And
Sliding rail, it is removably installed on first steel plate wall, the sliding component is hung by the mechanism that hangs
Slid after putting to second steel plate wall on the sliding rail.
Take above technical scheme so that the utility model has following technique effect：
The utility model installs the first steel plate wall by ground construction, then by jacking truss and hanging mechanism come under
The second steel plate wall is put, designated mounting position is slid onto on sliding rail and is installed, scaffold is set up compared to traditional
To install, efficiency of construction is improved, reduces cost.
Further, the sliding component is removably attachable to the bottom of second steel plate wall by the first attachment structure
Portion；First attachment structure includes：First connector, it is fixedly arranged on second steel plate wall；First bearing, described first
Seat is located at the bottom of second steel plate wall, and first bearing is provided with the first bearing connecting portion, the first bearing connection
Portion is removably attachable to first connector by bolt；Two installed parts, first bearing is respectively arranged at side by side
Towards the installing space formed on the side of the sliding rail, between two installed parts for sliding component installation.
Further, the sliding component includes being connected to the rotating shaft between two installed parts and being socketed in the rotating shaft
Roller.
Further, first connector includes 2 first connecting plates, and 2 first connecting plates are connected to institute
State on the both sides metope of the second steel plate wall；The first bearing connecting portion includes 2 first bearing connecting plates, two described first
Seat connecting plate is correspondingly connected to 2 first connecting plates.
Further, the sliding rail is connected on second steel plate wall by the second attachment structure；Described second
Attachment structure includes：Second connector, it is fixedly arranged on first steel plate wall；Second bearing, second bearing is positioned at described
The top of first steel plate wall, second bearing are provided with the second bearing connecting portion, and the second bearing connecting portion passes through bolt
It is removably attachable to second connector；And track body, located at second bearing towards the sliding component
Side.
Further, second connector includes 2 second connecting plates, and 2 second connecting plates are connected to institute
State on the both sides metope of the first steel plate wall；The second bearing connecting portion includes 2 second bearing connecting plates, two described second
Seat connecting plate is correspondingly connected to 2 second connecting plates.
Further, the track body is channel-section steel.
Further, the mechanism that hangs includes the hoist engine on the jacking truss and is connected to the hoist engine
Hoist cable；Second steel plate wall is provided with the suspension ring for hoist cable connection.
The utility model additionally provides a kind of steel plate wall slide installation method of Super High Core Walls Structure, it is characterised in that bag
Include following steps：
In enclosing the first steel plate wall of installation on ground, Core Walls Structure space is formed；
In installing lifting-up support on the ground, in setting jacking truss on the lifting-up support, make the jacking truss
Positioned at the top of first steel plate wall；
Mechanism is hung in being set on the jacking truss；
In removably mounting slip track on first steel plate wall；
In being detachably connected with sliding component on second steel plate wall, the second steel plate wall of the sliding component will be installed
It is hung at described hang in mechanism；And
Mechanism is hung described in operation, hangs second steel plate wall, until the sliding component is hung to second steel plate
Untill the sliding rail of wall, second steel plate wall is slid to specified installation site in the sliding rail, carries out the
The installation of two steel plate walls.
Further, when carrying out the installation of second steel plate wall, sliding component and sliding rail is first disassembled, is then entered again
The installation of the steel plate wall of row second.
Further, when carrying out the installation of second steel plate wall, sliding component and sliding rail is first disassembled, is then entered again
The installation of the steel plate wall of row second.
Brief description of the drawings
Fig. 1 is the first implementation state diagram of the present utility model.
Fig. 2 is the second implementation state diagram of the present utility model.
Fig. 3 is the 3rd implementation state diagram of the present utility model.
Fig. 4 is the slip state figure of the first steel plate wall and the second steel plate wall in the utility model.
Embodiment
Illustrate embodiment of the present utility model below by way of specific instantiation, those skilled in the art can be by this theory
Content disclosed by bright book understands other advantages and effect of the present utility model easily.The utility model can also be by addition
Different embodiments are embodied or practiced, and the various details in this specification can also be based on different viewpoints with answering
With, without departing from it is of the present utility model spirit under carry out various modifications or alterations.
In the present embodiment, for Super High Core Walls Structure steel plate wall installation, its steel plate wall is pouring as Core Walls Structure
Building mould, due to being directed to high-rise building, the height of its Core Walls Structure is typically all tens meters even hundreds of meters.Steel plate
Wall is also that segmentation installation is carried out, and the first steel plate wall 4 is to determine that the engineering of Core Walls Structure is advised by construction tool in the present embodiment
After mould, install in foundation structure (ground), directly pacify because the second steel plate wall 5 of, the first steel plate wall 4 is bad from ground
Dress, therefore, the present embodiment are intended to carry out location and installation to the second steel plate wall 5 on the first steel plate wall 4.As background carry out with
Lower detailed description.
Fig. 1, Fig. 2, Fig. 3 and Fig. 4 are referred to, wherein, Fig. 1 is located at for the second steel plate wall 5 and hangs what is do not hung in mechanism
Implement state diagram；Fig. 2 is that the second steel plate wall 5 is hung to implementation state diagram during sliding rail 6；Fig. 3 is the second steel plate wall 5 in cunning
Move on track 6 and slide onto the implementation state diagram of specified location.
In order to solve the above technical problems, the utility model provides a kind of steel plate wall sliding installation dress of Super High Core Walls Structure
Put, including：First steel plate wall 4, jacking truss 1, the second steel plate wall 5, sliding rail 6；Wherein, the first steel plate wall 4 is located at ground
Go up and enclose to form Core Walls Structure space；Truss 1 is jacked by lifting-up support 2 on ground, the jacking truss 1 is located at the first steel
The top of board wall 4；Mechanism is hung to be connected on jacking truss 1；Second steel plate wall 5 is removably attachable to hang mechanism, and second
Sliding component 55 is detachably connected with steel plate wall 5；Sliding rail 6 is releasably installed on the first steel plate wall 4, and sliding component 55 exists
Slid by hanging after mechanism is hung to the second steel plate wall 5 on sliding rail 6.The utility model is by by the first steel plate wall 4
On ground, set to form the Core Walls Structure space of Core Walls Structure according to construction demand, then by jacking hanging on truss 1
Mechanism hangs the sliding rail 6 on the steel plate wall 4 of the second steel plate wall 5 to the first, and multiple second steel plate walls 5 are slided by docking slide rail
Required installed position is moved to, sliding component 55 is then removed and sliding rail 6 completes the installation of the second steel plate wall 5 with this.Building
Build in field, boundary of works area is bigger, then large-scale installation is heavier, cumbersome, and the utility model avoids to jack truss 1 not
Can directly hang the blind area that the second steel plate wall 5 is installed, and overall structure it is simple, conveniently, it is removable；Equally avoid and set up
Scaffold installs the drawbacks of cumbersome and working security of the second steel plate wall 5 is low.
For the benefit of to the understanding of structure of the present utility model, illustrated below in conjunction with drawings and Examples:
As a better embodiment of the present embodiment, to reach the detachable installation of the steel plate wall 5 of sliding component 55 and second.
On the one hand, in Large Construction, dismountable efficiency should be improved；On the other hand, the structure shadow to the second steel plate wall 5 is reduced
Ring, it is impossible to occupy excessive space.Therefore, the conceptual foundation simplified in line with structure, sliding component 55 are removable by the first attachment structure
It is connected to the bottom of the second steel plate wall 5 with unloading；First attachment structure includes：First be fixedly arranged on second steel plate wall 5 connects
Fitting 51；The first bearing 53 positioned at the bottom of the second steel plate wall 5, first bearing 53 are provided with the first bearing connecting portion 52,
First bearing connecting portion 52 is removably attachable to the first connector 51 by bolt；And described is respectively arranged at side by side
Being formed towards two installed parts 54 on the side of the sliding rail 6, between two installed parts 54 for one bearing 53 supplies sliding component 55
The installing space of installation.
As a better embodiment of the present embodiment, sliding component 55 include being connected to rotating shaft between two installed parts 54 and
The roller being socketed in rotating shaft.Preferably, roller is bearing.
Incorporated by reference to Fig. 4, the first connector 51 includes 2 first connecting plates, and 2 first connecting plates are connected to the second steel plate
On the both sides metope of wall 5；First bearing connecting portion 52 includes 2 first bearing connecting plates, and 2 first bearing connecting plates are corresponding to be connected
In 2 first connecting plates.Being detachably connected for sliding component 55 and the second steel plate wall 5 is realized in this way.Need to show,
First connector 51 be arranged at intervals on the length direction along the second steel plate wall 5 it is multiple, with this come improve sliding component 55 slide when
Stability.In the present embodiment the quantity of the first connector 51 be two, located at the second steel plate wall 5 along its length on both sides,
It is the description of the technical scheme of the present embodiment for convenience, should not be used as unique restriction in the utility model structure.Preferably,
First connecting plate, the first bearing connecting plate and the first bearing 53 are the steel plate that materials are simple, structural strength is big.
As a better embodiment of the present embodiment, connect to reach docking slide rail with the detachable of the first steel plate wall 4
Connect, and reduce process and the time of detachable process, improve efficiency.Therefore, sliding rail 6 is connected by the second attachment structure
In on the second steel plate wall 5；Second attachment structure includes：The second connector 61 being fixedly arranged on the first steel plate wall 4；Positioned at the first steel
Second bearing 63 on the top of board wall 4, the second bearing 63 are provided with the second bearing connecting portion 62, and the second bearing connecting portion 62 passes through
Bolt is removably attachable to the second connector 61；And the track sheet located at the side towards sliding component 55 of the second bearing 63
Body 64.
As a better embodiment of the present embodiment, the second connector 61 includes 2 second connecting plates, 2 second connections
Plate is connected on the both sides metope of the first steel plate wall 4；Second bearing connecting portion 62 includes 2 second bearing connecting plates, and 2
Two bearing connecting plates are correspondingly connected to 2 second connecting plates.
As a better embodiment of the present embodiment, track body 64 is channel-section steel.
Further, the second connecting plate, the second bearing connecting plate, the second bearing 63 are steel plate.
As a better embodiment of the present embodiment, hang for convenience, hanging mechanism is included on jacking truss 1
Hoist engine and be connected to the hoist cable 71 of hoist engine；Second steel plate wall 5 is provided with the suspension ring 31 connected for hoist cable 71.
For a better embodiment as the present embodiment, it is necessary to show, the lifting-up support 2 in the present embodiment is tower crane
Support or other classes have the effect installed for jacking truss 1 all can, as long as can meet that jacking truss 1 is located at the first steel plate wall
4 tops.
It is of the present utility model that there is following technique effect by above technical scheme：
First, the utility model it is removable, can group, repeat and utilize, it is revolving strong, it is green；
2nd, the utility model installs the first steel plate wall 4 by calculating, ground construction, then by jacking truss 1 come under
The second steel plate wall 5 is put, and in specified location, improves efficiency of construction.
The utility model additionally provides a kind of steel plate wall slide installation method of Super High Core Walls Structure, comprises the following steps：
S1：In enclosing the first steel plate wall 4 of installation on ground, Core Walls Structure space is formed；
Specifically, after according to the specification of construction requirement calculating Core Walls Structure, set up the first steel plate wall 4 and enclose to form Core Walls Structure
Space.First steel plate wall 4 is the installation foundation structure as the second steel plate wall 5, and the Core Walls Structure space of the first steel plate wall 4 determines it
Afterwards, you can carry out the installation of the second steel plate wall 5.
Preferably, the first steel plate wall 4 encloses the enclosed space to be formed, its section is the cross-sectional sizes of integral core cylinder,
It is subsequently that the second steel plate wall 5 is installed on the first steel plate wall 4 to lift the height of Core Walls Structure.
Preferably, install jacking truss 1 so that jacking truss 1 is located at the top of the first steel plate wall 4.
Preferably, in the present embodiment, jacking truss 1 is installed by lifting-up support 2 (such as tower crane), can be with tower crane mark section
Increase and increase, therefore not to jack truss 1 structure be further limited.
S2：Jacking truss 1 is set.
Specifically, in installing lifting-up support 2 on ground, in setting jacking truss 1 on lifting-up support 2, make jacking truss 1
In the top of the first steel plate wall 4.Need to show, the lifting-up support 2 in the present embodiment is that tower crane support or other classes have
Have the effect installed for jacking truss 1 all can, as long as can meet that jacking truss 1 is located above the first steel plate wall 4.
S3：Mechanism is hung in being set on jacking truss 1.
Preferably, the second steel plate wall 5 is to be detachably connected with hanging mechanism, specifically, hanging for convenience, mechanism is hung
Including located at the hoist engine jacked on truss 1 and the hoist cable for being connected to hoist engine；Second steel plate wall 5 is provided with for hoist cable connection
Suspension ring 31.
S4：In removably mounting slip track 6 on the first steel plate wall 4.
Preferably, in order to reach being detachably connected for docking slide rail and the first steel plate wall 4, and reduce detachable process
Process and time, improve efficiency.Therefore, sliding rail 6 is connected on the second steel plate wall 5 by the second attachment structure；Second connects
Binding structure includes：The second connector 61 being fixedly arranged on the first steel plate wall 4；The second bearing positioned at the top of the first steel plate wall 4
63, the second bearing 63 is provided with the second bearing connecting portion 62, and the second bearing connecting portion 62 is removably attachable to by bolt
Two connectors 61；And the track body 64 located at the side towards sliding component 55 of the second bearing 63.
Preferably, the second connector 61 includes 2 second connecting plates, 2 second connecting plates are connected to the first steel plate wall 4
Both sides metope on；Second bearing connecting portion 62 includes 2 second bearing connecting plates, and 2 second bearing connecting plates are correspondingly connected to
2 second connecting plates.
Preferably, track body 64 is channel-section steel.
Further, the second connecting plate, the second bearing connecting plate, the second bearing 63 are steel plate.
S5：In being detachably connected with sliding component 55 on the second steel plate wall 5, the second steel plate wall of sliding component 55 will be installed
5 are hung at and hang in mechanism.
Preferably, to reach the detachable installation of the steel plate wall 5 of sliding component 55 and second.On the one hand, should in Large Construction
Improve dismountable efficiency；On the other hand, the structure influence on the second steel plate wall 5 is reduced, it is impossible to occupy excessive space.For
This, the conceptual foundation simplified in line with structure, sliding component 55 is removably attachable to the second steel plate wall 5 by the first attachment structure
Bottom；First attachment structure includes：The first connector 51 being fixedly arranged on second steel plate wall 5；Positioned at the second steel plate wall 5
First bearing 53 of bottom, first bearing 53 are provided with the first bearing connecting portion 52, and the first bearing connecting portion 52 passes through bolt
It is removably attachable to the first connector 51；And be respectively arranged at side by side first bearing 53 towards the sliding rail
Two installed parts 54 on the side in road 6, the installing space installed for sliding component 55 is formed between two installed parts 54.
Preferably, sliding component 55 includes being connected to the rotating shaft between two installed parts 54 and the roller being socketed in rotating shaft.It is excellent
Choosing, roller is bearing.
Incorporated by reference to Fig. 4, the first connector 51 includes 2 first connecting plates, and 2 first connecting plates are connected to the second steel plate
On the both sides metope of wall 5；First bearing connecting portion 52 includes 2 first bearing connecting plates, and 2 first bearing connecting plates are corresponding to be connected
In 2 first connecting plates.Being detachably connected for sliding component 55 and the second steel plate wall 5 is realized in this way.Need to show,
First connector 51 be arranged at intervals on the length direction along the second steel plate wall 5 it is multiple, with this come improve sliding component 55 slide when
Stability.In the present embodiment the quantity of the first connector 51 be two, located at the second steel plate wall 5 along its length on both sides,
It is the description of the technical scheme of the present embodiment for convenience, should not be used as unique restriction in the utility model structure.Preferably,
First connecting plate, the first bearing connecting plate and the first bearing 53 are the steel plate that materials are simple, structural strength is big.
S5：Slide and the second steel plate wall 5 is installed.
Specifically, operation hangs mechanism, the second steel plate wall 5 is hung, until sliding component 55 is hung to the cunning of the second steel plate wall 5
Untill moving track 6, the second steel plate wall 5 is slid to specified installation site in sliding rail 6, carries out the installation of the second steel plate wall 5.
Further, when carrying out the installation of second steel plate wall 5, sliding component 55 and sliding rail 6 are first disassembled, i.e.,
The bolt on the first connecting plate and the second connecting plate is disassembled, then carries out the installation of the second steel plate wall 5 again.
Using above technical scheme, have the advantages that：
This method step is simple, and materials are also convenient for, and reasonably solves the installation question of the steel plate wall of Core Walls Structure, and can be with
Recycling, meets green construction concept.
It should be noted that structure, ratio, size depicted in this specification institute accompanying drawings etc., only coordinating
Content disclosed in bright book, so that those skilled in the art understands and reads, being not limited to the utility model can implement
Qualifications, therefore do not have technical essential meaning, the modification of any structure, the change of proportionate relationship or the adjustment of size,
In the case where not influenceing the effect of the utility model can be generated and the purpose that can reach, all should still fall disclosed in the utility model
Technology contents obtain and can cover in the range of.Meanwhile in this specification it is cited as " on ", " under ", "left", "right", " in
Between " and " one " etc. term, be merely convenient to understanding for narration, and be not used to limit the enforceable scope of the utility model, its
Relativeness is altered or modified, in the case where changing technology contents without essence, when being also considered as the enforceable category of the utility model.
Those skilled in the art can make a variety of changes to the utility model according to the above description.Thus, not
On the premise of violating claim objective of the present utility model, some details in embodiment should not be formed to of the present utility model
Limit, the utility model will be used as protection domain using the scope that appended claims define.
Claims (8)
- A kind of 1. steel plate wall sliding erecting device of Super High Core Walls Structure, it is characterised in that including：Enclose the first steel plate wall to form Core Walls Structure space；Truss is jacked, by lifting-up support on ground, the jacking truss is located at the top of first steel plate wall；Mechanism is hung, is connected on the jacking truss；Second steel plate wall, be removably attachable to it is described hang mechanism, be detachably connected with sliding on second steel plate wall Part；AndSliding rail, be removably installed on first steel plate wall, the sliding component by it is described hang mechanism hang to Slid after second steel plate wall on the sliding rail.
- 2. the steel plate wall sliding erecting device of Super High Core Walls Structure according to claim 1, it is characterised in that：The sliding Part is removably attachable to the bottom of second steel plate wall by the first attachment structure；First attachment structure includes：First connector, it is fixedly arranged on second steel plate wall；First bearing, first bearing are located at the bottom of second steel plate wall, and first bearing is provided with the first bearing Connecting portion, the first bearing connecting portion are removably attachable to first connector by bolt；Two installed parts, be respectively arranged at side by side first bearing towards on the side of the sliding rail, two peaces The installing space for sliding component installation is formed between piece installing.
- 3. the steel plate wall sliding erecting device of Super High Core Walls Structure according to claim 2, it is characterised in that：The sliding Part includes being connected to the rotating shaft between two installed parts and the roller being socketed in the rotating shaft.
- 4. the steel plate wall sliding erecting device of Super High Core Walls Structure according to claim 2, it is characterised in that：Described first Connector includes 2 first connecting plates, and 2 first connecting plates are connected on the both sides metope of second steel plate wall； The first bearing connecting portion includes 2 first bearing connecting plates, and the 2 first bearing connecting plates are correspondingly connected to two described One connecting plate.
- 5. the steel plate wall sliding erecting device of Super High Core Walls Structure according to claim 1, it is characterised in that：The sliding Track is connected on second steel plate wall by the second attachment structure；Second attachment structure includes：Second connector, it is fixedly arranged on first steel plate wall；Second bearing, second bearing are located at the top of first steel plate wall, and second bearing is provided with the second bearing Connecting portion, the second bearing connecting portion are removably attachable to second connector by bolt；AndTrack body, located at the side towards the sliding component of second bearing.
- 6. the steel plate wall sliding erecting device of Super High Core Walls Structure according to claim 5, it is characterised in that：Described second Connector includes 2 second connecting plates, and 2 second connecting plates are connected on the both sides metope of first steel plate wall； The second bearing connecting portion includes 2 second bearing connecting plates, and the 2 second bearing connecting plates are correspondingly connected to two described Two connecting plates.
- 7. the steel plate wall sliding erecting device of Super High Core Walls Structure according to claim 5, it is characterised in that：The track Body is channel-section steel.
- 8. the steel plate wall sliding erecting device of Super High Core Walls Structure according to claim 1, it is characterised in that：It is described to hang Mechanism includes the hoist engine on the jacking truss and is connected to the hoist cable of the hoist engine；Set on second steel plate wall There are the suspension ring for hoist cable connection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720808161.2U CN206971767U (en) | 2017-07-05 | 2017-07-05 | A kind of steel plate wall sliding erecting device of Super High Core Walls Structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720808161.2U CN206971767U (en) | 2017-07-05 | 2017-07-05 | A kind of steel plate wall sliding erecting device of Super High Core Walls Structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206971767U true CN206971767U (en) | 2018-02-06 |
Family
ID=61407710
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720808161.2U Expired - Fee Related CN206971767U (en) | 2017-07-05 | 2017-07-05 | A kind of steel plate wall sliding erecting device of Super High Core Walls Structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206971767U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107700854A (en) * | 2017-07-05 | 2018-02-16 | 中国建筑第八工程局有限公司 | The steel plate wall sliding erecting device and installation method of a kind of Super High Core Walls Structure |
-
2017
- 2017-07-05 CN CN201720808161.2U patent/CN206971767U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107700854A (en) * | 2017-07-05 | 2018-02-16 | 中国建筑第八工程局有限公司 | The steel plate wall sliding erecting device and installation method of a kind of Super High Core Walls Structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN114575589B (en) | Construction method for electric hoist lifting formwork of steel reinforced concrete structural column | |
| CN206971767U (en) | A kind of steel plate wall sliding erecting device of Super High Core Walls Structure | |
| CN106121040A (en) | A kind of welding lattice column device and welding method | |
| CN205224050U (en) | Steel reinforcement cage is hung and is put device | |
| CN202064281U (en) | Slip form frame | |
| CN206692230U (en) | A kind of skyscraper row is hung | |
| CN202882376U (en) | Elevator shaft template support platform | |
| CN107700854A (en) | The steel plate wall sliding erecting device and installation method of a kind of Super High Core Walls Structure | |
| CN205953378U (en) | Tower crane counter weight is put from dismouting | |
| CN207312995U (en) | One kind self-control bridge-collision-avoidance wall form hanging device | |
| CN1048065C (en) | Method and equipment for construction of concrete cylinder | |
| CN205275016U (en) | 2 centering hoist device of glomeration mode brickwork wall piece | |
| CN107416685A (en) | Installation of gas pipeline construction method and its supporting structure on the downside of a kind of bridge | |
| CN207511723U (en) | A kind of flat arm tower crane supporting beam transporting device of new construction inner climbing type | |
| CN207030735U (en) | Prefabricated balcony lifts servicing unit | |
| CN208135764U (en) | A kind of pipeline hanging device without spin | |
| CN111058609A (en) | Construction and protection integrated portable operation platform and method | |
| CN205936647U (en) | Be applied to all -hydraulic steel mould trolley in big section step arch of colliery | |
| CN204825655U (en) | Arc case roof beam lifts by crane focus off -centre and installation leveling system that takes one's place | |
| CN204643543U (en) | The lifting tool of marine low speed diesel engine support assembly | |
| CN210620081U (en) | Cantilever crane device suitable for dismantling external scaffold of assembled high-rise residence | |
| CN210763910U (en) | Auxiliary force application structure for hoisting steel structure | |
| CN210457249U (en) | Electric pole holding structure with self-jacking machine body | |
| CN207792466U (en) | A kind of tool-type cage | |
| CN206827963U (en) | The Construction crane of water filling weightening counter-jib is set |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| 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: 20180206 |