CN107355067A - The automatic lifting purlin crane system construction operation platform of Steel Structure Installation - Google Patents
The automatic lifting purlin crane system construction operation platform of Steel Structure Installation Download PDFInfo
- Publication number
- CN107355067A CN107355067A CN201710414834.0A CN201710414834A CN107355067A CN 107355067 A CN107355067 A CN 107355067A CN 201710414834 A CN201710414834 A CN 201710414834A CN 107355067 A CN107355067 A CN 107355067A
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- Prior art keywords
- track
- climbing
- steel
- construction
- purlin
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Classifications
-
- 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
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/28—Mobile scaffolds; Scaffolds with mobile platforms
-
- 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
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/28—Mobile scaffolds; Scaffolds with mobile platforms
- E04G3/30—Mobile scaffolds; Scaffolds with mobile platforms suspended by flexible supporting elements, e.g. cables
- E04G3/32—Hoisting devices; Safety devices
-
- 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
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/28—Mobile scaffolds; Scaffolds with mobile platforms
- E04G2003/283—Mobile scaffolds; Scaffolds with mobile platforms mobile horizontally
-
- 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
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/28—Mobile scaffolds; Scaffolds with mobile platforms
- E04G2003/286—Mobile scaffolds; Scaffolds with mobile platforms mobile vertically
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Jib Cranes (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The present invention relates to a kind of automatic lifting purlin crane system construction operation platform of Steel Structure Installation, including：It is attached to the system of climbing of steel construction, including frame climbing structure and the hydraulic climbing mechanism for being articulated with the frame climbing structure bottom, the bottom of hydraulic climbing mechanism is articulated with the corresponding steel construction, jacks the frame climbing structure by hydraulic climbing mechanism it is achieved thereby that frame climbing structure climbs along steel construction；And be installed on the purlin of the system of climbing and hang system, including a pair of slide rails, the track support body being set up on a pair of slide rails and the hanging basket being slidedly arranged on the track support body at the top of the frame climbing structure, the track support body be slidedly arranged on corresponding on slide rail.Automatic climbing construction operation platform system provided by the invention can with the construction of steel construction automatic climbing, job platform can be not only provided for workmen, additionally it is possible to direct handling steel member, automaticity is high, labour demand is reduced, greatly improves efficiency of construction and quality, it is cost-effective.
Description
Technical field
The present invention relates to field of steel structure construction, the automatic lifting purlin crane system construction for refering in particular to a kind of Steel Structure Installation is made
Industry platform.
Background technology
As social senilization's degree is constantly deepened, China's labour market supplies gradual atrophy in recent years, labour into
This is rapid soaring, makes a general survey of each developed country's development course in the world, China future architecture market must be from labor-intensive to technology
Intensity transformation, China are currently carrying forward vigorously building industrialization reform, and this is also uniquely going out for future architecture industry development
Road.
Rapid with labour market price rises, and construction material cost proportion shared in project construction will be more next
Lower, especially steel production capacity in China's is seriously superfluous in recent years, and low level is kept relatively steady by price of steel product within following a period of time
Fixed, steel building will be further developed, and compared with traditional construction installation method, technological innovation can be improved further
Steel Structure Installation speed of application, safety and quality, the economic benefit and social benefit of steel building will highlight significantly.
The construction of existing steel building is used factory is pre-splicing or on-site consolidation, recycles tower crane lifting then to exist
High-altitude is spliced to form, and needs to set operating platform on completed steel construction when high-altitude is spliced, operation is provided for workmen
Space, complete to be further continued for concatenation construction on the Rotating fields, it is necessary to which operating platform is moved to after a Rotating fields are completed in construction,
Such construction method is less efficient, and labour demand is higher, and cost is also higher.If " workshop " can be moved to " room
Top ", " production line balance " is realized in the top of Construction of Steel Structure, liberates tower crane, it will greatly improve the construction of steel building
Efficiency and quality, and it is cost-effective.
The content of the invention
The defects of it is an object of the invention to overcome prior art, there is provided hang a kind of automatic lifting purlin of Steel Structure Installation
System construction job platform, solves in conventional construction method that efficiency existing for assembled, tower crane lifting and high-altitude splicing is low, work
Power demand height and the high problem of cost, automatic climbing construction operation platform provided by the invention, which realizes, moves workshop to room
Top, live steel structure assembling realize production line balance, liberate tower crane, improve system automation degree, reduce labour demand, greatly
Big raising efficiency of construction and quality, it is cost-effective.
Realizing the technical scheme of above-mentioned purpose is：
The invention provides a kind of automatic lifting purlin crane system construction operation platform of Steel Structure Installation, including：
It is attached to the system of climbing of steel construction, including frame climbing structure and the hydraulic lifting for being articulated with the frame climbing structure bottom
Mechanism, the bottom of the hydraulic climbing mechanism are articulated with the corresponding steel construction, jacked by the hydraulic climbing mechanism
The frame climbing structure is it is achieved thereby that the frame climbing structure climbs along the steel construction；And
System is hung in the purlin for being installed on the system of climbing, including a pair of slide rails at the top of the frame climbing structure, sets up
Track support body and the hanging basket being slidedly arranged on the track support body on a pair of slide rails, the track support body is slidedly arranged on corresponding
On slide rail.
The invention provides the automatic climbing construction operation platform system for Construction of Steel Structure, with the construction of steel construction
And automatic climbing, construction operation platform is provided for Construction of Steel Structure, realizes and " workshop " is moved into " roof ", live steel
Structure is assembled to realize " production line balance ", has liberated tower crane, hang system using purlin not only can provide operation horizontal for workmen
Platform, additionally it is possible to which direct handling steel member, the automaticity of construction operation platform system of the invention is high, and reducing labour needs
Ask, greatly improve efficiency of construction and quality, it is cost-effective.In addition, the top and bottom of the hydraulic climbing mechanism of the present invention use
It is be hinged so that hydraulic climbing mechanism meets two power bar mechanical characteristics, it is ensured that hydraulic climbing mechanism is constantly in axial compression state,
Avoid the resistance to overturning and security reliability for by curved unfavorable operating mode, improving system.
Steel Structure Installation of the present invention automatic lifting purlin crane system construction operation platform further improvement is that, it is described
The bottom of hydraulic climbing mechanism is provided with the weighted base of globular hinge, and the weighted base is placed on the steel construction corresponding peace
On the supporting parts of dress.
Steel Structure Installation of the present invention automatic lifting purlin crane system construction operation platform further improvement is that, it is described
Frame climbing structure includes multiple support posts, and the support post branch is located at the bottom of the slide rail, and the support post and institute
Slide rail is stated to be hinged.
Steel Structure Installation of the present invention automatic lifting purlin crane system construction operation platform further improvement is that, also wrap
Include and be fixedly arranged on the support post close to the limit track of the side of the steel construction, the top and bottom of the limit track
It is equipped with chamfering structure；
The limit track installing finite place piece is corresponded on the steel construction, the locating part is provided with limiting plate, and institute
The T-shaped stopper slot for offering on limiting plate and being passed through for the limit track is stated, so as to pass through the spacing drawknot institute of the T-shaped stopper slot
Limit track is stated, and then realizes support post described in spacing drawknot.
Steel Structure Installation of the present invention automatic lifting purlin crane system construction operation platform further improvement is that, it is described
Slide rail includes multiple slide rail beams being detachably connected, and is fitted by the length for adjusting the quantity of the slide rail beam and the slide rail
The length of construction area assigned in the steel construction.
Steel Structure Installation of the present invention automatic lifting purlin crane system construction operation platform further improvement is that, it is described
Purlin crane system also includes reinforcement of the branch at the both ends of a pair of slide rails；
The end of each slide rail beam is equipped with the reserved connecting plate for being connected with the reinforcement；
The end of the reinforcement is resisted against the slide rail beam at extreme, and is fixed with corresponding reserved connecting plate
Connection.
Steel Structure Installation of the present invention automatic lifting purlin crane system construction operation platform further improvement is that, it is described
Frame climbing structure also includes the oblique annular girder for being connected to hound between the support post and being fixedly arranged on the support post.
Steel Structure Installation of the present invention automatic lifting purlin crane system construction operation platform further improvement is that, it is described
Track support body includes a pair of guide rails being oppositely arranged and the spacing bearing for being installed on the rail end, the bottom shape of the guide rail
Into there is the first track, slided on first track and set the hanging basket.
Steel Structure Installation of the present invention automatic lifting purlin crane system construction operation platform further improvement is that, it is described
A pair of guide rails on be provided with the second track above first track；
System is hung in the purlin also includes crane, and the crane is hung between a pair of guide rails and described corresponding to being slidedly arranged on led
On second track of rail.
Steel Structure Installation of the present invention automatic lifting purlin crane system construction operation platform further improvement is that, also wrap
Enclosing is included in the safety protective screen system of the steel construction periphery, system and described is hung in the safety protective screen system and the purlin
The system of climbing is fixedly connected and as the system of climbing together is climbed.
Steel Structure Installation of the present invention automatic lifting purlin crane system construction operation platform further improvement is that, it is described
Safety protective screen system includes mounting framework and protection screen,
The mounting framework includes longitudinal keel and lateral keel, and the top and bottom of the longitudinal keel wear connection
There is a hanging plate, the purlin, which is hung, to be corresponded to the opening position of the hanging plate and be installed with the first support ear in system and the system of climbing
Plate, the longitudinal keel on the first support otic placode is placed in by the hanging plate it is connected to the purlin and hang system and institute
State the system of climbing；The opening position that the lateral keel is corresponded in the longitudinal keel is installed with the placed for the lateral keel
Two support otic placodes；
The protection screen is covered in the outside of the lateral keel.
Steel Structure Installation of the present invention automatic lifting purlin crane system construction operation platform further improvement is that, it is described
Safety protective screen system also includes climbing track and covers the protecting screen on the outside of the track that climbs,
The track that climbed described in being corresponded on the steel construction is equiped with wall-attached supporting seat, and the wall-attached supporting seat is provided with rotatable
Automatic locking mechanism；
The lock groove being adapted with the automatic locking mechanism, the automatic locking mechanism are offered on the track that climbs
It is interior so as to which the track that climbed described in support limit, the track that climbs climb upwards to stretch into corresponding lock groove on the track that climbs
When, promote the automatic locking mechanism to be turned out and produced out of described lock groove and then release the branch to the track that climbs
Support spacing.
Brief description of the drawings
Fig. 1 is that Steel Structure Installation of the present invention is attached to steel building with automatic lifting purlin crane system construction operation platform
Structural representation.
Fig. 2 is the structural representation of Steel Structure Installation automatic lifting purlin crane system construction operation platform of the present invention.
Fig. 3 is that Steel Structure Installation of the present invention is shown with the structure for system of being climbed in the crane system construction operation platform of automatic lifting purlin
It is intended to.
Fig. 4 is that Steel Structure Installation of the present invention is vertical with being supported in system of being climbed in the crane system construction operation platform of automatic lifting purlin
The structure enlargement diagram of post junction.
Fig. 5 is that Steel Structure Installation of the present invention is vertical with being supported in system of being climbed in the crane system construction operation platform of automatic lifting purlin
The structural representation of post and hydraulic climbing mechanism.
Fig. 6 is that Steel Structure Installation of the present invention is vertical with being supported in system of being climbed in the crane system construction operation platform of automatic lifting purlin
The structural representation that limit track on post is connected with locating part.
Fig. 7 is that Steel Structure Installation of the present invention is vertical with being supported in system of being climbed in the crane system construction operation platform of automatic lifting purlin
The top view that limit track on post is connected with locating part.
Fig. 8 is that Steel Structure Installation of the present invention is vertical with being supported in system of being climbed in the crane system construction operation platform of automatic lifting purlin
Limit track bottom and the enlarged diagram of locating part support attachment structure on post.
Fig. 9 is Steel Structure Installation of the present invention with the stress in system of being climbed in the crane system construction operation platform of automatic lifting purlin
Analysis chart.
Figure 10 is that Steel Structure Installation of the present invention hangs what system was overlooked with purlin in the crane system construction operation platform of automatic lifting purlin
Structural representation.
Figure 11 is that Steel Structure Installation of the present invention hangs system side view with purlin in the crane system construction operation platform of automatic lifting purlin
Structural representation.
Figure 12 is that Steel Structure Installation of the present invention hangs system middle guide with purlin in the crane system construction operation platform of automatic lifting purlin
The top view at place.
Figure 13 is that Steel Structure Installation of the present invention hangs slide rail in system with purlin in the crane system construction operation platform of automatic lifting purlin
With the structural representation of track support body junction.
Figure 14 a to Figure 14 c are that Steel Structure Installation of the present invention hangs body with purlin in the crane system construction operation platform of automatic lifting purlin
The decomposition texture schematic diagram of slide rail unloading process in system.
Figure 15 hangs the cunning in system for Steel Structure Installation of the present invention with purlin in the crane system construction operation platform of automatic lifting purlin
The attachment structure schematic diagram of support post in rail and frame climbing structure.
Figure 16 is that Steel Structure Installation automatic lifting purlin crane system construction operation platform of the present invention carries safety protective screen body
It is and is attached to the structural representation of steel building.
Figure 17 is that protection screen is installed on the structural representation of steel building in safety protective screen system in the present invention.
Figure 18 is that protecting screen is installed on the structural representation of steel building in safety protective screen system in the present invention.
Figure 19 is that the mounting framework in safety protective screen system of the present invention is installed on the system of climbing and the structure of system is hung in purlin
Schematic diagram.
Figure 20 is the longitudinal keel top attachment structure schematic diagram in the mounting framework of safety protective screen system in the present invention.
Figure 21 is the longitudinal keel floor structure schematic diagram in the mounting framework of safety protective screen system in the present invention.
Figure 22 is the track installation that climbs of safety protective screen system in the present invention in the structural representation of steel construction.
Figure 23 is the attachment structure schematic diagram of climb track and the automatic locking mechanism of safety protective screen system in the present invention.
Figure 24 is the front view that track connects with automatic locking mechanism that climbs of safety protective screen system in the present invention.
Figure 25 is the top view that track connects with automatic locking mechanism that climbs of safety protective screen system in the present invention.
Figure 26 is the structural representation for the installation frame body installed in the present invention on the track that climbs of safety protective screen system.
Figure 27 is the side view for the installation frame body installed in the present invention on the track that climbs of safety protective screen system.
Embodiment
The invention will be further described with specific embodiment below in conjunction with the accompanying drawings.
Refering to Fig. 1, the invention provides a kind of automatic lifting purlin crane system construction operation platform of Steel Structure Installation, uses
In the assembling construction of the construction of steel construction, including steel building, the also fabricated construction including steel member.The present invention's is automatic
Construction operation platform system of climbing is attached on steel construction, and with steel construction construction and automatic climbing, be steel construction
The construction operation platform that construction is provided convenience, and the lifting component of steel construction passes through the automatic of the present invention without using tower crane
The lifting that component can be achieved in system is hung in purlin in construction operation platform system of climbing, and the purlin hangs system and also provides work for construction
Industry platform, realize and move " workshop " " roof " to, live steel structure assembling realizes " production line balance ", has liberated tower
Hang, improve system automation degree, reduce labour demand, greatly improve efficiency of construction and quality, it is cost-effective.Tie below
Accompanying drawing is closed to illustrate the automatic lifting purlin crane system construction operation platform of Steel Structure Installation of the present invention.
As depicted in figs. 1 and 2, the automatic lifting purlin crane system construction operation platform of Steel Structure Installation of the invention includes
System 30 is hung in system of climbing 20 and purlin, and system of climbing 20 is attached on steel construction 10, and the steel construction 10 includes multiple steel members, by
Steel member is assembled to be formed, and system of climbing 20 is attached on the steel column of steel construction 10, and system of climbing 20 includes the He of frame climbing structure 21
The hydraulic climbing mechanism 22 of the bottom of frame climbing structure 21 is articulated with, the bottom of hydraulic climbing mechanism 22 is articulated with corresponding steel construction 10
On, frame climbing structure 21 is jacked it is achieved thereby that frame climbing structure 21 climbs along steel construction 10 by hydraulic climbing mechanism 22；Hang body in purlin
Be 30 be arranged on climb in system 20, as climbing for the system of climbing 20 is together climbed, purlin hang system 30 include be located at climbing frame knot
A pair of slide rails 31 at the top of structure 21, the track support body 32 being set up on a pair of slide rails 31 and it is slidably installed in hanging on track support body 32
Basket 33, track support body 32 are slidedly arranged on corresponding slide rail 31.
The top and bottom of the hydraulic climbing mechanism 22 of the present invention are connected by the way of be hinged, and such design causes
Hydraulic climbing mechanism meets the mechanical characteristic of two power bars, two power bars refer to disregard deadweight rigid member its acted on and located by two power
In balance.That is the steel construction 10 that the pressure for the frame climbing structure 21 that the top of hydraulic climbing mechanism 22 is subject to and bottom are subject to
Support force balance between two forces, and pressure and support force ensure that hydraulic lifting machine by the geometric center of hydraulic climbing mechanism 22
Structure 22 is constantly in axial compression state in jacking process, avoids hydraulic climbing mechanism 22 by curved unfavorable operating mode, improves
The resistance to overturning and security reliability of system.
The track support body 32 that the purlin of the present invention is hung in system 30 can move along slide rail 31, realize the horizontal position of hanging basket 33
Transposition section, and track support body 32 is erected at the direction and the setting direction phase of slide rail 31 for causing that track support body 32 is set on slide rail 31
Vertically, hanging basket 33 can move along track support body 32, realize the length travel regulation of hanging basket 33, and hanging basket 33 carries for workmen
Working space is supplied, formed with job platform in hanging basket 33, the hanging basket 33 that purlin is hung in system 30 itself has liftable height
Regulatory function is spent, the height that hanging basket 33 can be carried out according to the construction height of reality is adjusted, then by track support body 32 along slide rail
The regulation of the lateral attitude of hanging basket 33 is realized in 31 movement, and hanging basket 33 is realized by movement of the hanging basket 33 along track support body 32
The regulation of lengthwise position, so that hanging basket 33 can cover any construction location of steel construction 10, meet applying for aerial work
Work requirement.
Below to the system of climbing in the automatic lifting purlin crane system construction operation platform of Steel Structure Installation of the present invention
Structure illustrates.
As a better embodiment of system of being climbed in the present invention, as shown in Figures 3 to 6, hydraulic climbing mechanism 22
Bottom is provided with the weighted base 221 of globular hinge, and supporting parts 11 are correspondingly provided with steel construction 10, and weighted base 221 is placed in
On the corresponding supporting parts 11.Specifically, the bottom of hydraulic climbing mechanism 22 is installed with spherical structure, the top of weighted base 221
Face is provided with the groove being adapted with the spherical structure, and the spherical structure is inserted in the groove, and the spherical structure can
Rotated in the groove.The supporting parts 11 are bracket structure, and the bracket structure is fixedly arranged on the steel column of steel construction 10, the ox
The top of leg structure is placed on the supporting table formed with supporting table, weighted base 221, is supported by the supporting table of bracket structure
Weighted base 221, and hydraulic climbing mechanism 22.Also include floor of putting more energy into the bracket structure, the floor of putting more energy into is located at steel knot
The both sides of the steel column of structure 10 are simultaneously fixedly connected with steel column, so as to strengthen the bonding strength of steel column.It is preferred that in climbing frame knot
Movable draw and insert-type supporting plate 214 is connected with by cable wire hanging on structure 21, is provided with bracket structure above supporting table
Grip block, gap is installed between the grip block and supporting table, the weighted base 221 of hydraulic climbing mechanism 22 is being positioned over ox
Before on supporting table in leg structure, first movable draw and insert-type supporting plate 214 is positioned on supporting table and pulls and pushes the activity
Formula supporting plate 214 is plugged between supporting table and grip block, is taken out so as to clamp the spacing activity by supporting table and grip block
The formula of inserting supporting plate 214, then weighted base 221 is placed in the movable draw and insert-type supporting plate 214, pass through movable draw and insert-type supporting plate
214 support weighted base 221.Further, with reference to shown in Fig. 6, the structure and supporting parts of shown locating part 12 in Fig. 6
11 structure is compared to only more limiting plates 121, and both are bracket structure, the concrete structure with reference to Fig. 6 to bracket structure
Illustrate：Bracket structure includes reinforcing plate 141, trapezoidal plate 142, grip block 143 and floor 144 of putting more energy into, trapezoidal plate 142
Multiple and interval setting, the right-angle side of trapezoidal plate 142 is fixedly connected on the steel column of steel construction 10, and the top of trapezoidal plate 142
Gap is installed between portion and grip block 143, supporting table is formed on the top of trapezoidal plate, will when installing bracket structure on steel column
Multiple trapezoidal plates 142 side by side and interval the top flange plate for being fixed on steel column outer surface, grip block 143 is also secured at steel
The outer surface of the top flange plate of column, and gap is installed between the top surface of grip block 143 and trapezoidal plate 142, by reinforcing plate 141
It is sticked in the outer surface of top flange plate, is reinforced with the top flange plate to steel column, then multiple floors 144 of putting more energy into is folded in
The both sides of web, and web, top flange plate and the bottom wing listrium with steel column are fixedly connected with, and by putting more energy into, floor 144 is right
Reinforced at installation of steel columns bracket structure.With reference to shown in Fig. 5, the top of hydraulic climbing mechanism 22 is provided with mounting seat 251,
A pair of installing plates 2511 are equipped with the mounting seat 251, certain spacing, climbing frame knot are installed between a pair of installing plates 2511
The bottom of structure 21 is inserted between a pair of installing plates 2511 and is fastenedly connected a pair of installing plates 2511 and climbing frame by connecting shaft 252
The bottom of structure 21, it is achieved thereby that the bottom of frame climbing structure 21 and hydraulic climbing mechanism 22 is be hinged, the articulated manner is pin
Shaft coupling is hinged.It is preferred that hydraulic climbing mechanism 22 is hydraulic jack.Hydraulic jack be placed in frame climbing structure 21 just under
Side, both ends are the connection of articulated manner, and the hydraulic jack is by the be hinged hanging on top in the bottom of frame climbing structure 21 so that
The state of naturally drooping is constantly in before hydraulic jack lifting operation is in place, both ends hinged design causes hydraulic jack to meet two
The mechanical characteristic of power bar, hydraulic jack jacking process are constantly in axial compression state, avoid hydraulic jack by curved
Unfavorable operating mode, improve the resistance to overturning and security reliability of system.
As another better embodiment for system of being climbed in the present invention, with reference to shown in Fig. 3 and Figure 15, frame climbing structure 21 wraps
Multiple support posts 211,211 bottoms for being located at slide rail 31 of support post are included, and support post 211 and slide rail 31 are be hinged.Compared with
Goodly, the support post 211 is set in two rows, and is placed in the bottom of corresponding slide rail 31.Further, the support post
211 top and the bottom of slide rail 31 are hinged by the way of bearing pin joint is be hinged, fixed at the top of support post 211
There is the first bearing 241, first bearing 241 is provided with the first connection otic placode 2411, and the bottom of slide rail 31 is installed with and first
Second bearing 242 corresponding to seat 241, second bearing 242 are provided with a pair of second connection otic placodes 2421, this pair second connections
Certain spacing is installed between otic placode 2421, the first connection otic placode 2411 is inserted between a pair of second connection otic placodes 2421 and led to
Cross bearing pin 243 and be fastenedly connected the first connection otic placode 2411 and a pair of second connection otic placodes 2421, it is achieved thereby that the first bearing 241
It is be hinged with the second bearing 242, and then realize support post 211 and slide rail 31 is be hinged.So top and bottom of support post 211
Portion is be hinged connected mode, and top is by the way of the connection of bearing pin joint so that hangs system 30 not to support post 211 in purlin
Moment of flexure is transmitted, reduces the additional bending moment of support post 211, support post 211 realizes branch by the mode that is articulated and connected at both ends
The mechanical characteristic of column 211 is supportted close to two power bars, it is strong for the stable stress performance of the support post with compared with high-fineness ratio.
As the another better embodiment for system of being climbed in the present invention, as shown in Fig. 4, Fig. 5 to Fig. 8, of the invention climbs
The system of liter also includes being installed on support post 211 close to the limit track 231 of the side of steel construction 10, passes through the limit track
231 by 211 spacing drawknot of support post on the steel column of steel construction 10, it is correspondingly, corresponding on the steel column of steel construction 10
Limit track 231 installs finite place piece 12, and the locating part 12 is provided with limiting plate 121, and limiting plate 121 is laterally installed in locating part
On 12, the T-shaped stopper slot 122 passed through for limit track 231 is offered on the limiting plate 121, so as to pass through the T-shaped stopper slot
The 122 spacing drawknots limit track 231, and then realize spacing drawknot support post 211.It is preferred that the limit track 231 is
I-shaped structure, one of flange plate are fixedly connected on support post 211, and another flange plate and web constitute T
Shape structure, the T-shaped structure are just adapted with the T-shaped stopper slot 122 on limiting plate 121, will when installing support post 211
The top of limit track 231 on support post 211 through the T-shaped stopper slot 122 on limiting plate 121, so makes from bottom to top
Limit track 231 is fastened on locating part 12, spacing displacement of the support post 211 in addition to above-below direction on remaining direction,
Limit rocking all around of the support post 211 relative to steel column.Further, for ease of the shifting of climbing of limit track
Dynamic, the top and bottom of the limit track 231 are equipped with chamfering structure 2311, and the section of the chamfering structure 2311 is T-shaped, and its
Sectional dimension is the cone-shaped tapered into the top of limit track 231 or bottom, the i.e. chamfering structure 2311 positioned at top
Sectional dimension be from the cone-shaped that is become larger the bottom of to of top, the sectional dimension positioned at the chamfering structure 2311 of bottom be from bottom to
Push up the cone-shaped that becomes larger, pass through the setting of chamfering structure 2311 so that though limit track 231 during climbing with limit
Having deviation between the part 12 of position also can automatically slide into T-shaped stopper slot 122, realize the function of automatic deviation correction so that branch
Support column 211 climb smoothly, without because deviation block can not climb the problem of.Further, in support post 211
Upper to set the support bracket 232 for supporting the support post 211, the support bracket 232 is correspondingly arranged at the locating part 12 positioned at bottom
Opening position, support bracket 232 is sticked and is fixed on support post 211, and support bracket 232 it is relative be located at limit track
231 both sides, space is left between the support bracket 232 and limit track 231.The locating part 12 installed on steel column is bracket
Structure, concrete structure is identical with the bracket structure of supporting parts 11, multiple trapezoidal plates 142 in the bracket structure of locating part 12
In, limiting plate 121 is fixedly connected between two trapezoidal plates 142 of centre, for allowing limit track 231 to pass through, supports ox
Leg 232 during support post 211 climbs, from two trapezoidal plates 142 in position and outside between pass through, enter without influence support
Column 211 climbs.Cable wire is fixedly connected with support bracket 232, is hung with the cable wire and two ladders positioned at outside
The ＇ of movable draw and insert-type supporting plate 214, the movable draw and insert-type supporting plate 214 ＇ for the supporting table size adaptation that the top of shape plate 142 is formed
It is placed on the top of two trapezoidal plates in outside and is inserted in the gap between trapezoidal plate and grip block, ox is reinforced for support
Leg 232, and then be that support post 211 provides a supporting role afterwards in place to be climbed in support post 211 so that support post 211
There is independent supporting construction to support in the non-process of climbing, the hydraulic climbing mechanism 22 without being connected to bottom produces pressure,
Ensure that the hydraulic climbing mechanism 22, in the state naturally drooped, ensure that making for hydraulic climbing mechanism 22 under non-jacking state
Use the life-span.
The support post 211 to frame climbing structure 21 and hydraulic climbing mechanism 22 carry out force analysis below, as shown in figure 9,
The top of support post 211 and the hinged joint A of slide rail 31 are Y direction hinge bearing, and be hinged at the top of this limits branch
Rotation of the column 211 in X-direction is supportted, it is rotated around be hinged end in Y direction；The bottom of support post 211 and liquid
The hinged joint B for pressing lifting body 22 is X-direction hinge bearing, and the be hinged support post 211 that limits of the bottom is in Y
The rotation of direction of principal axis, it is rotated around be hinged end in X-direction, cut with scissors by top Y direction hinge base X-direction
Fetch connection support post 211 so that support post 211 is in vertical shape all the time during climbing, and be hinged end is not
Moment of flexure is transmitted to support post 211, reduces the additional bending moment of support post 211, the mechanical characteristic of the support post 211 approaches
Two power bars.Limiting node C between the steel column and support post 211 of steel construction 10 is that the T-shaped stopper slot 122 of limiting plate 121 is right
Limit track 231 on support post 211 it is bidirectionally limited, that is, realize the bidirectionally limited of X-direction and Y direction, enter one
Step enhances the structural stability of the support post 211, can firm stable be attached on the steel column of steel construction 10.
Y direction therein is the setting direction of slide rail 31, and X-direction is the direction perpendicular with slide rail 31, and Z-direction is vertical side
To, namely the direction of climbing of support post 211.The hinged joint D of the bottom of hydraulic climbing mechanism 22 is that spherical base omnidirectional is hinged.
As the another better embodiment for system of being climbed in the present invention, as shown in Figures 2 and 3, frame climbing structure 21 also wraps
Include the oblique hound 212 being connected between support post 211.Further, to improve the resistance to overturning of frame climbing structure 21,
Frame climbing structure 21 is provided with the annular girder 213 for being fixedly connected with support post 211.Annular girder 213 includes two horizontal strokes being oppositely arranged
Beam 2131 and two longerons 2132 being oppositely arranged, enclose connection between crossbeam 2131 and longeron 2132 and form frame structure.Preferably
The annular girder 213 is multiple, and the size of annular girder 213 is more than the size of steel construction 10, and the annular girder 213 is the square frame knot of closure
Structure.It is also equipped with improving the hound 212 of the stability of frame climbing structure 21 between annular girder 231.One as the present invention is preferable
Embodiment, an annular girder 213 is provided with frame climbing structure 21, and is located at the two of the slide rail 31 at the top of support post 211
End is fixedly connected with reinforcement 36, and the reinforcement 36 and slide rail 31 enclose connection formation and the structure identical structure of annular girder 213,
To improve the stability of construction operation platform, hound is provided between structural beams corresponding to reinforcement 36 and annular girder 213
212.Further, the size for ease of the frame climbing structure 21 of the present invention is adjusted, and the section that can adapt to steel construction 10 becomes
Change the construction with various sizes of steel construction, be used to connect support post 211 on the annular girder 213 set on the frame climbing structure 21
Crossbeam 2131 for splicing connection structure, slide rail 31 is also connection structure for splicing, and slide rail 31 therein includes multiple slide rail beams
311, it is detachably connected between slide rail beam 311, by adjusting the length adaptation of the quantity of slide rail beam 311 and the slide rail in steel knot
The length of the construction area of structure 10.Crossbeam 2131 includes multiple joggle beams being detachably connected so that crossbeam 2131 can be followed
Slide rail 31 adjusts length together.Between slide rail beam 311 be detachably connected being detachably connected between joggle beam can be by being arranged on
The connection otic placode of end is realized., can multi-link several slide rail beams 311 and splicing when needing to increase the size of frame climbing structure 21
Beam, when needing to reduce the size of frame climbing structure 21, the slide rail beam 311 and joggle beam of end can be removed.And each
The end of individual slide rail beam 311 and joggle beam is provided with reserved connecting plate 312, passes through reserved connecting plate 312 and reinforcement 36
Or longeron 2132 connects on annular girder 213.Pass through the design of said structure so that system of climbing 20 can be according to different sizes
Steel construction 10 and carry out the regulation of adaptability, make it have good adaptability.
As shown in Figure 14 a to Figure 14 c, the length adjustment of slide rail 31 is illustrated below.When the section of construction becomes small,
A slide rail beam 311 for needing to remove end is adapted to the construction area that section diminishes, first by a slide rail beam 311 of end
Remove, then the reinforcement 36 of the side is connected to the end for the slide rail beam 311 for being now placed in end, the end of the reinforcement 36
It is resisted against on slide rail beam 311 and is fixedly connected with corresponding reserved connecting plate 312.It is corresponding to set after a slide rail beam 311 is removed
The support post 211 in the bottom of slide rail beam 311 is put also to remove in the lump, so as to whole construction operation platform on the whole with construction area
Domain is adapted.
As shown in Fig. 2 it is preferred that the design height of the frame climbing structure 21 in the system 10 of climbing of the present invention can be according to reality
The Steel Structural Design feature of construction is determined, can be according to the support post 211 of the selected adaptation of component construction characteristic in steel construction
Height, the height of support post 211 can be designed as tylophora florlbunda by such as the construction for four layer of one flowing water of Steel Structure Installation
Height, the support post 211 that bottom two layers are highly located are connected as support with the steel column of steel construction by limit track and locating part
Connect, middle four layers are used as Steel Structure Installation layer, as construction layer, and top layer is the running space layer that system is hung in purlin, in of the invention
The support post 211 of support body 21 of climbing is connected by hydraulic climbing mechanism and limit track with the steel column of steel construction, and is supported
Hound drawknot is provided between column 211 to fix, and can ensure the reliable and stable of the system of climbing 10.
System is hung to the purlin in the automatic lifting purlin crane system construction operation platform of Steel Structure Installation of the present invention below
Structure illustrates.
A better embodiment of system is hung in purlin as the present invention, and as shown in Figure 1, Figure 2 with shown in Figure 10, purlin of the invention is hung
The track support body 32 of system 30 includes a pair of guide rails 321 being oppositely arranged and the spacing bearing 322 for being installed on the end of guide rail 231,
A pair of guide rails 321 be arranged in parallel, and spacing bearing 322 is fixedly arranged on the both ends at the top of guide rail 321.For accelerating construction progress, purlin
It can be multiple to hang the track support body 32 set in system 30, constructed while can realizing many places.With reference to Figure 11 to Figure 13 institutes
Show, the bottom of guide rail 321 is formed with the first track 3211, and cunning sets hanging basket 33 on first track 3211, and the first track 3211 is
Hanging basket 33 provides the basis of sliding, and hanging basket 33 can carry out slidable adjustment along the first track 3211 so that hanging basket 33 can move
To the construction location of needs.Two guide rails 321 are provided with one track support body 32, i.e., cunning sets one on each guide rail 321
Individual hanging basket 33, so that a track support body 32 can provide two hanging baskets 33 and be used as construction operation platform.Guide rail 321 can be along
Slide rail 31 carries out transverse shifting, realizes the lateral attitude regulation of hanging basket 33, and hanging basket 33 can carry out lengthwise position tune along guide rail 321
Section, and hanging basket 33 itself has lift adjustment function, realizes the position adjustments in short transverse, three-dimensional regulation causes hanging basket 33
Desired position of constructing can be accurately adjusted to.Further, the first track 3211 is in inverted T-shaped structure, including is fixedly arranged on and leads
The riser of the bottom of rail 321 and the transverse slat for being vertically connected at bottom of the riser, the transverse slat positioned at the upper surface of riser both sides formation the
One track 3211, hanging basket 33 are slidably installed on the first track 3211 by the travel mechanism 332 at top.Specifically, in hanging basket 33
Top is connected with the hoisting structure 331 of liftable regulation, and the top of hoisting structure 331 is fixedly connected with travel mechanism 332, the movement
Mechanism 332 includes the first roller 3321 and support 3322, and the first roller 3321 is placed in the both sides of riser and is slidably installed in the upper of transverse slat
Surface, the support 3322 include being located at the lower section lateral strut of transverse slat and are connected to lateral strut both ends and are located at the riser two
The U-shaped pole of side, rotatable first roller 3321 is installed at two top flanges of U-shaped pole, the support 3322 is logical
Cross the first roller 3321 positioned at riser both sides to be folded on the first track 3211, the first roller 3321 can only be along the upper of transverse slat
Surface is vertically moved, and without producing lateral shift, motor is installed with support 3322, motor driving
The first roller 3321 is connected, it is achieved thereby that the movement of the first roller 3321 of control.The bottom of the support 3322, which is fixedly connected, hangs
Assembling structure 331, the hoisting structure 331 include wire spool, the lifting rope being wound on wire spool, are connected to hanging for lifting rope end
Hook, hoisting structure 331 also include motor, and with wire spool drive connection, drive wire spool to rotate so as to realize by motor
The folding and unfolding of lifting rope, also it is achieved that the lift adjustment of suspension hook.The suspension hook, which hooks, sets connection hanging basket 33, and the lift adjustment of suspension hook is corresponding
Ground has driven the lifting of hanging basket 33.Specifically attachment structure is：The periphery of hanging basket 33 is installed with hanger 333, connects on hanger 333
Lifting rope 334 is connected to, the top of lifting rope 334 is fixedly connected with vertical loading board 335, the top of the vertical loading board 335 and hanging for hoisting structure 331
Hook connects, suspension hook 333 are hooked and are located on vertical loading board 335.
Another better embodiment of system is hung in purlin as the present invention, as is illustrated by figs. 11 and 12, in a pair of guide rails 321
On be provided with the second track 3212 positioned at the top of the first track 3211, system 30 is hung in the purlin also includes crane 34, and crane 34 is hung
It is hung between a pair of guide rails 321 and is slidedly arranged on the second track 3212 of corresponding guide rail 321.Second track 3212 is located at first
The top of track 3211 so that the mobile regulation of crane 34 and the mobile regulation of hanging basket 33 are relatively independent, do not interfere with each other, crane 34
For lifting 10 working steel member of steel construction, the use of tower crane can be omitted.In a preferred embodiment, guide rail 321 is case
Type beam, the second track 3212 is installed at the top of box beam.Crane 34 includes spandrel girder 341 and is installed in 341 liang of spandrel girder
The drive mechanism 342 at end, the drive mechanism 342 be slidedly arranged on corresponding on the second track 3212, and drive spandrel girder 341 along
Second track 3212 is moved, and hoisting mechanism 343 is provided with the bottom of spandrel girder 341, and the hoisting mechanism 343 has lifting
Function, bottom are connected with the hanging beam 3431 of lifting.Hanging for the assembled component of steel construction 10 is realized by hoisting mechanism 343
Fortune.The spacing bearing 322 for being installed in the end of guide rail 321 is blocked in the end of the second track 3212, prevents the drive on spandrel girder 341
Motivation structure 342 derails.With reference to shown in Figure 14, purlin rail drive mechanism 323 is installed with the bottom of a pair of guide rails 321, the purlin rail drives
Motivation structure 323 is slidably installed on slide rail 31, and can be moved along slide rail 31, so as to a pair of guide rails 321 along slide rail 31
It is mobile.Spacing bearing also is provided with the both ends of slide rail 31, prevents guide rail 321 from derailing by spacing bearing.
It is as shown in figure 16, of the invention as a preferred embodiment of automatic climbing construction operation platform system of the present invention
Automatic climbing construction operation platform system also includes enclosing in the safety protective screen system 40 of the periphery of steel construction 10, passes through the safety
Protection screen system 40 covers up the construction layer of steel construction 10, plays a protective role, and can ensure construction safety, and this is protected safely
Shield screen system 40 hangs system 30 with purlin and system 20 of climbing is fixedly connected and as the system of climbing 20 is together climbed, realize with
The rise of construction layer and climb upwards automatically.Safety protective screen system 40 makes a circle located at the outer of steel construction 10, and followed by
Climbing and together climbing for system 30 is hung in system of climbing 20 and purlin, ensures that Steel Structure Installation overall process is in and pacifies totally enclosed environment
Among, it ensure that construction safety.
With reference to shown in Figure 17 and Figure 18, the safety protective screen system 40 includes epimere safety protective screen 40a and hypomere safety
Protection screen 40b, epimere safety protective screen 40a therein is installed in the system of climbing 20 and purlin is hung in system 30, and with together climbing
Rise, and hypomere safety protective screen 40a is provided with the track 43 that climbs, and can realize and independently climb, hypomere safety protective screen 40b is used for
Curtain wall installation below the construction layer of steel construction 10 and lifting layer are blocked.With reference to shown in Figure 19, epimere therein is protected safely
Shield screen 40a includes mounting framework 41 and protection screen 42, and mounting framework 41 is fixedly arranged on climbing frame system 20 and purlin is hung in system 30, protection
Screen 42 is covered in the outside of mounting framework 41, is covered up the construction layer of steel construction 10 by protection screen 42, is played effective
Protective effect.Mounting framework 41 is set, as the stress basis of protection screen 42, with reference to shown in Figure 20 and Figure 21, the mounting framework
41 include longitudinal keel 412 and lateral keel 411, and the top and bottom of longitudinal keel 412, which are worn, is connected with hanging plate 413,
System 30 and climbing is hung in purlin the opening position of hanging plate 413 is corresponded in system 20 and be installed with the first support otic placode 414, this first holds
Support otic placode 414 is L-type plate, and two the first support otic placodes 414 are folded in the both sides of longitudinal keel 412 and support hanging plate 413 is worn
Go out the both ends of longitudinal keel 412, connected by the way that hanging plate 413 is placed in into longitudinal keel 412 on the first support otic placode 414
System 30 is hung in purlin and climb system 20, it is preferred that the top of the longitudinal keel 412 is connected to the slide rail 31 that system 30 is hung in purlin
Sidepiece, the bottom of longitudinal keel 412 are connected to the sidepiece of the crossbeam 2131 of the annular girder 213 of the system of climbing 20.In longitudinal keel
The opening position that lateral keel 411 is corresponded on 412 is installed with the second support otic placode 415 placed for lateral keel 411, and this second holds
It is also L-type plate to hold in the palm otic placode 415, and lateral keel 411 is placed on the second support otic placode 415, and installation foundation is provided for protection screen 42,
The protection screen 42 is covered in the outside of lateral keel 411, and the enclosing of steel construction 10 is got up by protection screen 42, plays and blocks protection
Effect.
With reference to shown in Figure 22 to Figure 25, as a better embodiment of the safety protective screen system 40 of the present invention, the peace
The hypomere safety protective screen 40b of full guard screen system 40 also include climbing tracks 43 and being covered in climb the protection in the outside of track 43
Screen 44, the track 43 that climbs can realize independent function of climbing, and set the protecting screen 44 with function of independently climbing to be used for applying
Other regions of work layer are blocked, and add the flexibility of safety protective screen system 40, for epimere safety protective screen 40a without
The construction area of method covering, is effectively protected using the protecting screen 44 with function of independently climbing, improves construction safety
Property.The track 43 that correspondingly climbed on steel construction 10 is equiped with wall-attached supporting seat 13, and the wall-attached supporting seat 13 is provided with rotatable automatic
Lockable mechanism 131.Climb and offer lock groove 431 corresponding with automatic locking mechanism 131, the automatic locking mechanism on track 43
131 extend on the track 43 that climbs in corresponding lock groove 431 so as to support the track 43 that climbs, and it is downward to limit the track 43 that climbs
It is mobile, when the track 43 that climbs climbs upwards, promote automatic locking mechanism 131 to be turned out and produced out of lock groove 431 into
And the support limit to the track 43 that climbs is relieved, realizing the track 43 that climbs can climb upwards automatically, after climbing in place
Support is automatically realized by automatic locking mechanism 131, limitation climb track 43 to bottom offset.It is preferred that the automatic locking
Mechanism 131 includes a pair of the lock pieces 132 being oppositely arranged, and the lock piece 132 is hinged on the mounting blocks 133 of wall-attached supporting seat 13,
The spacing for setting the track 43 that climbs is installed between two mounting blocks 133, lock piece 132 is list structure, from the side should
Lock piece 132 is trapezoidal shape, and the length of bottom surface is less than top surface, and the side extending into the lock groove 431 for the track 43 that climbs is to incline
Inclined-plane so that when the track 43 that climbs climbs upwards, the inclined plane can be skidded off smoothly out of lock groove 431.By relative
Two lock pieces 132 together slip on the track 43 that climbs in corresponding lock groove 431, the top of lock groove 431 is placed in two
The top surface of lock piece 132, so as to be seized the track 43 that climbs, limit the track 43 that climbs and move down, climb track 43 to
On when climbing, two and cans of lock piece 132 enough automatically exit lock groove 431, and the track 43 that do not influence to climb climbs.
With reference to shown in Figure 26 and Figure 27, the installation frame body for installing protecting screen 43 is installed in the outside for the track 43 that climbs
45, the installation frame body 45 by spacer bar 432 be arranged on climb on track 43, the lateral surface for the track 43 that climbs be fixedly connected every
From bar 432, laterally branch is located at and climbed between track 43 and installation frame body 45 spacer bar 432, and spacer bar 432 is by installation frame body 45
Branch is located at outside the lateral surface of steel construction 10 so that certain spacing is installed between installation frame body 45 and steel construction 10, should be every
It is used to form operating platform from division board is equipped with bar 432.Installation frame body 45 includes multiple vertical supporting rods 451, installed in perpendicular
The support 452 of the lateral surface of support bar 451, the crisscross installation keel 453 on support 452, protecting screen 44 cover
In the outside of installation keel 453.
Using track 43 is climbed and protecting screen 44 can ensure flexibility that safety protective screen system 40 sets, for needing to protect
The floor slab construction region of the current construction layer bottom of shield and the construction safety of the construction area of curtain wall lifting and installation, can protected
Climb track 43 and protecting screen 44 are set on the steel construction of screen less than 42, the effect for facing side security protection is served, can ensure
Protection is in place.The structure sheaf for not installing curtain wall is blocked in the bottom of protecting screen 44, and curtain wall is completed before the track 43 that climbs climbs
Installation, realizes the structure that can't see from alien invasion and do not install curtain wall.
In the embodiment shown in Figure 16 to Figure 18, steel construction 10 is included positioned at the steel construction main body at middle part and located at the steel
The steel construction appendage of main structure body both sides, the steel construction appendage protrude the outside of steel construction main body so that system of climbing 20
The protection screen 42 of the both sides of system 30 is hung with purlin to be covered, can be by climb track 43 and protecting screen 44 to two steel knots
Structure appendage is effectively protected.
The present invention is described in detail above in association with accompanying drawing embodiment, those skilled in the art can be according to upper
State and bright many variations example is made to the present invention.Thus, some details in embodiment should not form limitation of the invention, this
Invention will be used as protection scope of the present invention using the scope that appended claims define.
Claims (12)
- A kind of 1. automatic lifting purlin crane system construction operation platform of Steel Structure Installation, it is characterised in that including：It is attached to the system of climbing of steel construction, including frame climbing structure and the hydraulic lifting machine for being articulated with the frame climbing structure bottom Structure, the bottom of the hydraulic climbing mechanism are articulated with the corresponding steel construction, pass through the hydraulic climbing mechanism and jack institute Frame climbing structure is stated it is achieved thereby that the frame climbing structure climbs along the steel construction；AndSystem is hung in the purlin for being installed on the system of climbing, including a pair of slide rails at the top of the frame climbing structure, is set up in one To the track support body on slide rail and the hanging basket being slidedly arranged on the track support body, the track support body is slidedly arranged on corresponding slide rail On.
- 2. the automatic lifting purlin crane system construction operation platform of Steel Structure Installation as claimed in claim 1, it is characterised in that The bottom of the hydraulic climbing mechanism is provided with the weighted base of globular hinge, and the weighted base is placed in right on the steel construction On the supporting parts that should be installed.
- 3. the automatic lifting purlin crane system construction operation platform of Steel Structure Installation as claimed in claim 1, it is characterised in that The frame climbing structure includes multiple support posts, and the support post branch is located at the bottom of the slide rail, and the support post It is hinged with the slide rail.
- 4. the automatic lifting purlin crane system construction operation platform of Steel Structure Installation as claimed in claim 3, it is characterised in that Also include be fixedly arranged on the support post close to the steel construction side limit track, the top of the limit track and Bottom is equipped with chamfering structure；The limit track installing finite place piece is corresponded on the steel construction, the locating part is provided with limiting plate, and the limit The T-shaped stopper slot passed through for the limit track is offered on the plate of position, so as to pass through limit described in the spacing drawknot of T-shaped stopper slot Position track, and then realize support post described in spacing drawknot.
- 5. the automatic lifting purlin crane system construction operation platform of Steel Structure Installation as claimed in claim 3, it is characterised in that The slide rail includes multiple slide rail beams being detachably connected, by the length for adjusting the quantity of the slide rail beam and the slide rail Degree adapts to the length of the construction area of the steel construction.
- 6. the automatic lifting purlin crane system construction operation platform of Steel Structure Installation as claimed in claim 5, it is characterised in that System is hung in the purlin also includes reinforcement of the branch at the both ends of a pair of slide rails；The end of each slide rail beam is equipped with the reserved connecting plate for being connected with the reinforcement；The end of the reinforcement is resisted against the slide rail beam at extreme, and fixes and connect with corresponding reserved connecting plate Connect.
- 7. the automatic lifting purlin crane system construction operation platform of Steel Structure Installation as claimed in claim 3, it is characterised in that The frame climbing structure also includes the oblique annular girder for being connected to hound between the support post and being fixedly arranged on the support post.
- 8. the automatic lifting purlin crane system construction operation platform of Steel Structure Installation as claimed in claim 1, it is characterised in that The track support body includes a pair of guide rails being oppositely arranged and the spacing bearing for being installed on the rail end, the bottom of the guide rail Portion is formed with the first track, and cunning sets the hanging basket on first track.
- 9. the automatic lifting purlin crane system construction operation platform of Steel Structure Installation as claimed in claim 8, it is characterised in that The second track being provided with described a pair of guide rails above first track；System is hung in the purlin also includes crane, and the crane is hung between a pair of guide rails and is slidedly arranged on the corresponding guide rail On second track.
- 10. the automatic lifting purlin crane system construction operation platform of Steel Structure Installation as claimed in claim 1, its feature exist In, in addition to enclosing, in the safety protective screen system of the steel construction periphery, the safety protective screen system hangs body with the purlin System is fixedly connected with the system of climbing and as the system of climbing together is climbed.
- 11. the automatic lifting purlin crane system construction operation platform of Steel Structure Installation as claimed in claim 10, its feature exist In, the safety protective screen system includes mounting framework and protection screen,The mounting framework includes longitudinal keel and lateral keel, and the top and bottom of the longitudinal keel, which are worn, is connected with extension Fishplate bar, the purlin, which is hung, to be corresponded to the opening position of the hanging plate and is installed with the first support otic placode in system and the system of climbing, led to The hanging plate is crossed to be placed on the first support otic placode so that the longitudinal keel is connected to the purlin and hangs system and described climb The system of liter；The opening position that the lateral keel is corresponded in the longitudinal keel is installed with and second held for what the lateral keel was placed Hold in the palm otic placode；The protection screen is covered in the outside of the lateral keel.
- 12. the automatic lifting purlin crane system construction operation platform of Steel Structure Installation as claimed in claim 11, its feature exist In, the safety protective screen system also includes climbing track and covers the protecting screen on the outside of the track that climbs,The track that climbed described in being corresponded on the steel construction is equiped with wall-attached supporting seat, and the wall-attached supporting seat is provided with rotatable automatic Lockable mechanism；The lock groove being adapted with the automatic locking mechanism is offered on the track that climbs, the automatic locking mechanism stretches into So as to the track that climbed described in support limit in corresponding lock groove on the track that climbs, when the track that climbs climbs upwards, Promote the automatic locking mechanism to be turned out and produced out of described lock groove and then release the support to the track that climbs It is spacing.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
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| CN201710414834.0A CN107355067B (en) | 2017-06-05 | 2017-06-05 | The automatic lifting purlin crane system construction operation platform of Steel Structure Installation |
| NZ736449A NZ736449B (en) | 2017-06-05 | 2017-10-18 | Self escalating construction system for use with a reinforced steel frame |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201710414834.0A CN107355067B (en) | 2017-06-05 | 2017-06-05 | The automatic lifting purlin crane system construction operation platform of Steel Structure Installation |
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| CN107355067B CN107355067B (en) | 2019-05-10 |
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| CN107355067B (en) | 2019-05-10 |
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