CN218708640U - Hoisting device for super high-rise inclined tower crown unit plate - Google Patents
Hoisting device for super high-rise inclined tower crown unit plate Download PDFInfo
- Publication number
- CN218708640U CN218708640U CN202222504231.9U CN202222504231U CN218708640U CN 218708640 U CN218708640 U CN 218708640U CN 202222504231 U CN202222504231 U CN 202222504231U CN 218708640 U CN218708640 U CN 218708640U
- Authority
- CN
- China
- Prior art keywords
- keel
- crown
- keels
- supporting
- vertical
- 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.)
- Active
Links
Images
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model provides a superelevation layer slope tower crown cell board hoist device, including setting up in the steelframe of lifting by crane and the start power component at superelevation layer slope tower crown building top, wherein: a plurality of vertically arranged supporting keels are arranged at intervals along the circumferential direction of the top of the roof ring beam; the lifting steel frame comprises a vertical keel, a transverse keel and a first steering pulley, and the vertical keel is fixedly arranged on the side wall of the supporting keel; the transverse keel is connected with the vertical keel and the first steering pulley; the starting power assembly comprises a winch and a conveying steel rope, the winch is arranged on a roof layer frame of the super high-rise inclined crown building, one end of the conveying steel rope is connected with the winch, and the other end of the conveying steel rope is downwards connected with the unit plate through a first steering pulley. The utility model discloses under the complicated and no floor of structural modeling as operation platform's the cross-layer structure condition, can be reasonable, high-efficient, high-quality the installation of building facade cell board and external ornamental strip, realize the architectural design effect.
Description
Technical Field
The utility model belongs to the technical field of building curtain engineering, especially, relate to a superelevation layer slope tower crown cell board hoist device.
Background
In order to show the uniqueness and artistry of building design of modern super high-rise buildings, particularly landmark buildings, the structural form of some super high-rise buildings is different from the conventional form, such as the top inclined crown modeling of the super high-rise. Modern super high-rise buildings adopt a unit curtain wall system, and the installation of the inclined tower crown unit plates pursuing the artistic characteristics of the buildings cannot be realized by adopting a conventional unit plate installation device.
The tower crown of a common super high-rise building is provided with a structural floor slab, the vertical face of the building is in a diagonal plane shape, the inclination of a roof ring beam is large, the vertical transportation and installation of a tower top unit type curtain wall are very difficult, and the conventional unit bodies cannot be vertically lifted and installed in the mode of erecting annular rails at the early stage and hoisting a small gun carriage, so that the reasonable, efficient and high-quality installation of the unit slab and the external decorative strip at the position is a key technical problem.
SUMMERY OF THE UTILITY MODEL
The utility model discloses to the above-mentioned defect that prior art exists, provide one kind can be reasonable, high-efficient, the high quality carries out the superelevation layer slope tower hat cell board hoist device of cell board and external ornamental strip installation.
The utility model discloses a solve above-mentioned technical problem and adopt following technical scheme:
the utility model provides a superelevation layer slope tower crown cell board hoist device, includes sets up in the steelframe of lifting by crane and the start power component at superelevation layer slope tower crown building top, wherein:
the periphery of the top end of the super high-rise inclined tower crown building is provided with obliquely arranged roof girds, and the tops of the roof girds are provided with a plurality of vertically arranged supporting keels at intervals along the circumferential direction of the roof girds;
the lifting steel frame comprises a vertical keel, a transverse keel and a first steering pulley, and the vertical keel is fixedly arranged on the side wall of the supporting keel; one end of the transverse keel is transversely connected with the top end of the vertical keel, and the other end of the transverse keel extends outwards and is connected with the first steering pulley;
the starting power assembly comprises a winch and a conveying steel rope, the winch is arranged on a roof layer frame of the super high-rise inclined crown building, one end of the conveying steel rope is connected with the winch, and the other end of the conveying steel rope is downwards connected with the unit plate through the first steering pulley.
Preferably, the tower crown of the super high-rise inclined tower crown building is provided with a structural floor slab, the vertical surface of the structural floor slab is in a chamfered surface shape, and a plurality of unit plates are laid on the vertical surface of the structural floor slab.
Preferably, the lifting steel frame further comprises a diagonal bracing keel, wherein:
one end of the diagonal keel is connected with the middle part of the transverse keel, and the other end of the diagonal keel is obliquely and downwards connected with the vertical keel.
Preferably, the hoisting steel frame further comprises a first connecting keel, a second connecting keel and a fastening screw, wherein:
the first connecting keels are transversely arranged and at least two, are arranged on the vertical keels at intervals from top to bottom and are positioned on one side wall of the supporting keel;
the second connecting keels are transversely arranged and at least two, are arranged on the other side wall of the supporting keel at intervals from top to bottom and correspond to the first connecting keels;
the fastening screws are a plurality of, one end of each fastening screw is correspondingly connected with the end part of the first connecting keel through a fastening nut, and the other end of each fastening screw is correspondingly connected with the end part of the second connecting keel through a fastening nut.
Preferably, the hoisting steel frame further comprises a limiting plate, wherein:
the limiting plates are at least two, the cross sections of the limiting plates are L-shaped, the bottom plates of the limiting plates are connected to one end of the first connecting keel in a welded mode, and the side plates are abutted to the rear side wall of the supporting keel.
Preferably, lift by crane the steelframe still include the cell cube pendant, wherein:
the unit body hanging pieces are arranged transversely, are arranged on the front side wall of the supporting keel at intervals up and down, and are used for penetrating the protective steel rope to bind the vertical keel on the supporting keel without displacement.
The unit body pendants are two and are respectively transversely arranged, and are arranged on the front side wall of the supporting keel at intervals from top to bottom, and a temporary storage space for containing the unit plates is formed between the two unit body pendants.
Preferably, the lifting steel frame further comprises a protective steel rope, wherein:
the protective steel ropes are at least two and respectively penetrate through the through holes in the unit body hanging pieces and are arranged at the upper end and the lower end of the supporting keel, so that the vertical keel is fixed on the side wall of the supporting keel.
Preferably, the hoisting steel frame further comprises a steel cable cableway, wherein:
the steel wire rope cableway is composed of at least two steel wire ropes arranged side by side, the top ends of the steel wire ropes are connected with inclined strut keels, and the lower ends of the steel wire ropes are connected with preset bolts on the ground in an inclined downward mode.
Preferably, the support keel, the vertical keel, the transverse keel, the diagonal keel, the first connecting keel and the second connecting keel are all galvanized square tubes.
Preferably, the launch power assembly further comprises a second steering slip, wherein:
and the second steering sliding is at least one, is arranged on a roof layer frame of the super high-rise inclined crown building and is used for guiding the conveying steel rope.
The utility model adopts the above technical scheme, compare with prior art, have following technological effect:
the utility model makes full use of a plurality of supporting keels arranged at intervals at the top edge of the super high-rise inclined crown building, and realizes the hanging of glass unit bodies around a roof by installing lifting steel frames on the corresponding supporting keels and matching with a starting power assembly arranged on the roof frame of the top super high-rise inclined crown building; the independent steel hoisting steel frame can be used for reasonably, efficiently and qualitatively installing the unit plates and the external decorative strips at different positions of the building vertical face under the cross-layer structure condition that the structure is complex in modeling and no floor slab is used as an operation platform, and the design effect of the building vertical face curtain wall is realized.
Drawings
Fig. 1 is a schematic view of a three-dimensional structure of a super high-rise inclined tower crown building in the super high-rise inclined tower crown unit plate hoisting device of the utility model;
fig. 2 is a schematic structural view of a unit slab curtain wall laid on a super high-rise inclined tower crown building facade in the super high-rise inclined tower crown unit slab hoisting device of the utility model;
FIG. 3 is a schematic diagram of a side view structure of a lifting steel frame in the hoisting device for the super high-rise inclined crown unit plate of the utility model;
fig. 4 is a schematic view of a three-dimensional structure of a lifting steel frame in the superelevation layer inclined tower crown unit plate hoisting device of the utility model;
fig. 5 is a schematic view of a second three-dimensional structure of a lifting steel frame in the superelevation inclined crown unit plate hoisting device of the utility model;
fig. 6 is a schematic three-dimensional structure diagram of a lifting steel frame in the superelevation layer inclined tower crown unit plate hoisting device of the utility model;
fig. 7 is a schematic view of the steel frame lifting structure of the superelevation inclined crown unit plate lifting device of the utility model;
fig. 8 is a schematic diagram of a rear view structure of a lifting steel frame in the superelevation inclined crown unit plate lifting device of the utility model;
figure 9 is adopting the utility model discloses superelevation layer slope tower hat cell board hoist device carries out the user state schematic diagram of hoist and mount to the cell board.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments.
Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
In some embodiments, as shown in fig. 1, fig. 2 and fig. 3, a hoisting device for a super high-rise inclined crown unit plate is provided, so that the installation of the vertical surface unit plate and the external decorative strip of the super high-rise inclined crown building 100 can be reasonably, efficiently and qualitatively performed under the condition of a cross-storey structure with a complex structural shape and no floor as an operation platform. The hoisting device mainly comprises two parts, namely a hoisting steel frame 200 and a starting power assembly 300, wherein the hoisting steel frame 200 and the starting power assembly 300 are respectively arranged at the top of the super high-rise inclined crown building 100.
As shown in fig. 1 and 2, the super high-rise inclined tower crown building 100 is different from a conventional super high-rise building in structural form, the top end of the super high-rise inclined tower crown building is in an inclined tower crown shape, no structural floor is arranged at the position of the tower crown, the periphery of the top end of the super high-rise inclined tower crown building is provided with an inclined roof ring beam 101, the inclination of the roof ring beam 101 is large, and the vertical surface of the roof ring beam is in a chamfered surface shape and adopts a unit curtain wall system formed by unit plates 103. And a plurality of vertically arranged supporting keels 102 are arranged at intervals along the circumferential direction of the top of the roof girth 101, and the supporting keels 102 are used for installing and fixing the hoisting steel frame 200.
As shown in fig. 3, 4, 5 and 6, the hoisting steel frame 200 is used as a hoisting support of the hoisting device, and mainly includes a vertical keel 201, a horizontal keel 202 and a first diverting pulley 204. The vertical keel 201 is vertically arranged and fixedly connected with the side wall of the supporting keel 102, and the vertical keel 201 can be connected with the supporting keel 102 in a bolt connection or welding connection mode.
The transverse keel 202 is horizontally arranged, one end of the transverse keel is connected with the top end of the vertical keel 201 in a welding mode, the other end of the transverse keel extends outwards to extend out of a vertical face of a building, a hanging ring is arranged at the bottom of the other end of the vertical keel 201, and the hanging ring is connected with the first steering pulley 204.
The first diverting pulley 204 is provided with a 3-ton diverting pulley for diverting the steel wire rope, and adopts a conventional hoisting pulley which is commercially available, and other structures and working principles are not described herein.
As shown in fig. 9, the starting power assembly 300 is used as a power starting device of the hoisting device for providing power for hoisting the unit plate 103. The starting power assembly 300 mainly comprises a winch 301 and a conveying steel rope 302.
The windlass 301 is arranged on the superOn the roof layer frame of the high-rise inclined crown building 100, power is provided for the hoisting device, the base of the winch 301 is connected with the roof layer window cleaning machine track concrete structural beam in a mode of implanting chemical bolts with specifications
Double nuts are arranged on the chemical bolts. The rear end of the winch is provided with a secondary protection steel wire rope in a pulling mode so as to prevent the winch from displacing.
Diameter of the transport cable 302
And the load is limited to 1 ton, one end of the load is connected with the winch 301, the other end of the load is downwards connected with the unit plate 103 through the first diverting pulley 204, and the winch 301 is started to control the contraction of the conveying steel rope 302, so that the unit plate 103 is hoisted through the first diverting pulley 204.
In some embodiments, as shown in fig. 3, 4, 5 and 6, in order to ensure the stability of the connection structure of the vertical keel 201 and the horizontal keel 202, a diagonal keel 203 is further installed on the lifting steel frame 200.
One end of the diagonal keel 203 is connected with the middle part of the transverse keel 202, the other end of the diagonal keel 203 is connected with the vertical keel 201 in an inclined and downward mode, and the inclination angle of the diagonal keel 203 is 30-60 degrees; preferably, the angle of inclination of the diagonal bracing keel 203 is 45 °. And both ends of the diagonal bracing keel 203 are fixedly connected with the vertical keel 201 and the transverse keel 202 in a welding mode.
In some of these embodiments, as shown in fig. 4, 5 and 6, the vertical keel 201 can be stably installed on the support keel 102 at different positions, and can be conveniently installed and removed. The lifting steel frame 200 is further provided with a first connecting keel 205, a second connecting keel 206 and a fastening screw 207, and the first connecting keel 205, the second connecting keel 206 and the fastening screw 207 are at least two groups so as to fixedly hoop the support keel 102 on the side wall of the support keel 102.
Specifically, the first connecting keels 205 are at least two, are respectively arranged horizontally, and are respectively arranged on the vertical keels 201 at intervals from top to bottom, and each first connecting keel 205 is fixedly connected with the vertical keel 201 in a welding mode. And each first connector keel 205 abuts against a side wall of the support keel 102.
The number of the second connecting keels 206 is at least two, and the second connecting keels are respectively arranged horizontally, and are respectively arranged on the other side wall of the supporting keel 102 from top to bottom at intervals, and are connected with the other side wall of the supporting keel 102 in an abutting manner. The first connecting keels 205 on one side are arranged in a left-right correspondence with the second connecting keels 206 on the other side, so that the support keel 102 is spanned therebetween.
The number of the fastening screws 207, which are used as locking connectors for fastening the first connecting keel 205 and the second connecting keel 206, is the same as that of the first connecting keel 205 and the second connecting keel 206, and is several.
The fastening screw 207 is provided with a thread, one end of which is correspondingly connected with the end of the first connecting keel 205 through a fastening nut 208, and the other end of which is correspondingly connected with the end of the second connecting keel 206 through the fastening nut 208. E.g. fastening screw 207
Stainless steel screw.
Through the fastening nut 208 at locking both ends to connect the inboard straining of fossil fragments 206 with the first of both sides 205 and the second and be close to, on the support fossil fragments 102 in the middle of then pressing from both sides tightly, realize the fixed to vertical keel 201, prevent that vertical keel 201 from producing when using and control and rock.
In some embodiments, as shown in fig. 4, 5 and 7, in order to further fix the lifting steel frame 200 and prevent the lifting steel frame 200 from loosening forward and backward, a limiting plate 209 is further disposed on the lifting steel frame 200.
The number of the limiting plates 209 is at least two, the cross section of each limiting plate is of an L-shaped angle plate structure, the bottom plate of each limiting plate is welded to one end of the first connecting keel 205, and the side plate abuts against the rear side wall of the supporting keel 102, namely the back of the supporting keel 102.
When the glass unit body 103 is hoisted by the aid of the first diverting pulley 204 at the front end of the hoisting steel frame 200, the horizontal keel 202 at the top end of the glass unit body is firstly downwards pulled and acts on the vertical keel 201, pulling force of the vertical keel 201 inclining outwards can be effectively offset by the limiting plate 209, the vertical keel 201 is prevented from inclining in use, and the glass unit body 103 is guaranteed to be hoisted smoothly.
In some embodiments, as shown in fig. 3, 4, 5, 6, 7, and 8, in order to ensure no potential safety hazard, the lifting steel frame 200 further includes two unit body hangers 210, where the two unit body hangers 210 are respectively disposed in the horizontal direction and are spaced apart from each other at an upper portion and a lower portion on the front side wall of the support keel 102, and are configured to penetrate a protection steel cable 211 to bind the vertical keel 201 to the support keel 102 without displacement.
Correspondingly, the lifting steel frame 200 is further provided with at least two protective steel cables 211, wherein the at least two protective steel cables 211 respectively penetrate through the through holes on the unit body hanging pieces 210 and are arranged at the upper end and the lower end of the supporting keel 102, so as to fix the vertical keel 201 on the side wall of the supporting keel 102.
Preferably, the protective steel cord 211 is used
The steel wire rope. When the hoisting steel frame is installed, the protection steel ropes 211 penetrate through the oblong holes in the unit body hanging pieces 210, and the hoisting steel frame 200 and the support keel 102 are bound and fixed to serve as secondary safety protection measures.
As shown in fig. 9, in order to safely hoist the glass unit 103 from the ground to building floors with different heights, the hoisting steel frame 200 further comprises a steel cable ropeway 212. The steel wire rope cableway 212 is composed of at least two steel wire ropes arranged side by side, the top ends of the steel wire ropes are connected with the inclined strut keels 203, and the lower ends of the steel wire ropes are connected with the preset bolts on the ground in an inclined downward mode.
In some embodiments, the supporting keel 102, the vertical keel 201, the transverse keel 202, the diagonal keel 203, the first connecting keel 205 and the second connecting keel 206 are all made of galvanized square tube.
Specifically, the support keel 102 is a galvanized square tube with a size of 300 × 400 × 16mm; the vertical keel 201 adopts a steel upright column of 200 × 300 × 16mm; the transverse keel 202, the first connecting keel 205 of the diagonal keel 203 and the second connecting keel 206 are made of 80 × 5mm galvanized steel. And the limiting plate 209 and the unit body hanging piece 210 are made of angle steel with the thickness of 5 mm.
In some embodiments, as shown in fig. 9, to facilitate the hanging of the units around the roof, the starting power assembly 300 further includes a second turning slip 303, and the second turning slip 303 is hung by using bolts embedded in the concrete structural beam of the track of the roof window cleaner as shown in fig. 1 and 2.
At least one second turning slide 303 is arranged on a roof layer frame of the super high-rise inclined crown building 100 and used for guiding the conveying steel rope 302, so that the hanging of units around the roof layer is met, and the installation position of the winch 301 which needs to be replaced is not moved.
With reference to fig. 1, fig. 2, fig. 3, fig. 4, fig. 5 and fig. 9, the utility model provides a superelevation layer inclined crown cell plate hoisting device, its theory of operation is as follows: (1) Conveying the glass unit bodies, namely conveying the glass unit bodies 103 stored in floors with different heights to the position right below the lifting steel frame 200 by using a conveying flat car 104, or conveying the glass unit bodies 103 stored on the ground of the first floor to the position right below the lifting steel frame 200 by using a forklift; (2) The glass unit body is lifted and installed, and a conveying steel rope 302 with one end connected with a winch 301 passes through the second pulley 212 to complete the first steering; then the glass unit body passes through a first pulley 204 at the upper end of the hoisting steel frame 200 to finish secondary steering, and a winch 301 is started to hoist and lift the glass unit body 103 to an installation floor to finish installation.
The points to be finally explained are: first, in the description of the present application, it should be noted that, unless otherwise specified and limited, the terms "mounted," "connected," "connecting," and "connecting" should be understood broadly, and may be a mechanical connection or an electrical connection, or a communication between two elements, and may be directly connected, and "upper," "lower," "left," and "right" are only used to indicate relative positional relationships, and when the absolute position of the object to be described is changed, the relative positional relationships may be changed;
secondly, in the drawings of the disclosed embodiments of the present invention, only the structures related to the disclosed embodiments are referred to, and other structures can refer to common designs, and under the condition of no conflict, the same embodiment and different embodiments of the present invention can be combined with each other;
finally, the above description is only a preferred embodiment of the present invention and should not be taken as limiting the invention, and any modifications, equivalents, improvements and the like made within the spirit and principles of the present invention should be included in the protection scope of the present invention.
Claims (10)
1. The utility model provides a superelevation layer slope tower crown cell board hoist device which characterized in that, including set up in the steelframe of lifting by crane and the start power component at superelevation layer slope tower crown building top, wherein:
the periphery of the top end of the super high-rise inclined tower crown building is provided with obliquely arranged roof girds, and the top of each roof gird is provided with a plurality of vertically arranged supporting keels at intervals along the circumferential direction of the roof gird;
the lifting steel frame comprises a vertical keel, a transverse keel and a first steering pulley, and the vertical keel is fixedly arranged on the side wall of the supporting keel; one end of the transverse keel is transversely connected with the top end of the vertical keel, and the other end of the transverse keel extends outwards and is connected with the first steering pulley;
the starting power assembly comprises a winch and a conveying steel rope, the winch is arranged on a roof layer frame of the super high-rise inclined crown building, one end of the conveying steel rope is connected with the winch, and the other end of the conveying steel rope is downwards connected with the unit plate through the first steering pulley.
2. The device for hoisting the ultra-high-rise inclined tower crown unit plates according to claim 1, wherein the tower crown of the ultra-high-rise inclined tower crown building is provided with a structural floor slab, the vertical surface of the floor slab is in a chamfered surface shape, and a plurality of unit plates are laid on the vertical surface of the floor slab.
3. The superelevation layer slope crown unit plate hoist device of claim 1, wherein lift steelframe further includes bracing fossil fragments, wherein:
one end of the diagonal keel is connected with the middle part of the transverse keel, and the other end of the diagonal keel is obliquely and downwards connected with the vertical keel.
4. The superelevation inclined crown unit plate hoisting device of claim 1, wherein the hoisting steel frame further comprises a first connecting keel, a second connecting keel and a fastening screw, wherein:
the first connecting keels are transversely arranged and at least two, are arranged on the vertical keels at intervals from top to bottom and are positioned on one side wall of the supporting keel;
the second connecting keels are transversely arranged and at least two, are arranged on the other side wall of the supporting keel at intervals from top to bottom and correspond to the first connecting keels;
the fastening screws are a plurality of, one end of each fastening screw is correspondingly connected with the end part of the first connecting keel through a fastening nut, and the other end of each fastening screw is correspondingly connected with the end part of the second connecting keel through a fastening nut.
5. The superelevation layer slope crown unit plate hoist device of claim 4, characterized in that, the lift steelframe still includes the limiting plate, wherein:
the limiting plates are at least two, the cross sections of the limiting plates are L-shaped, the bottom plates of the limiting plates are connected to one end of the first connecting keel in a welded mode, and the side plates are abutted to the rear side wall of the supporting keel.
6. The superelevation layer slope crown unit plate hoist device of claim 1, characterized in that, the lift steelframe still includes cell body pendant, wherein:
the unit body hanging pieces are arranged transversely, are arranged on the front side wall of the supporting keel at intervals up and down, and are used for penetrating the protective steel rope to bind the vertical keel on the supporting keel without displacement.
7. The superelevation inclined crown unit plate hoisting device of claim 6, wherein the hoisting steel frame further comprises a protective steel rope, wherein:
the number of the protective steel ropes is at least two, and the protective steel ropes respectively penetrate through the through holes in the unit body hanging pieces and are arranged at the upper end and the lower end of the supporting keel so as to fix the vertical keel on the side wall of the supporting keel.
8. The superelevation inclined crown unit plate hoisting device according to claim 1, wherein the hoisting steel frame further comprises a wire rope cableway, wherein:
the steel wire rope cableway is composed of at least two steel wire ropes arranged side by side, the top ends of the steel wire ropes are connected with inclined strut keels, and the lower ends of the steel wire ropes are connected with preset bolts on the ground in an inclined downward mode.
9. The hoisting device for the inclined crown unit plate of the super high-rise tower as claimed in claim 1, wherein the supporting keels, the vertical keels, the transverse keels, the inclined supporting keels, the first connecting keels and the second connecting keels are all galvanized square tubes.
10. The superelevation inclined crown unit plate hoisting device of claim 1, wherein the starting power assembly further comprises a second steering slip, wherein:
and the second steering sliding is at least one, is arranged on a roof layer frame of the super high-rise inclined crown building and is used for guiding the conveying steel rope.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222504231.9U CN218708640U (en) | 2022-09-21 | 2022-09-21 | Hoisting device for super high-rise inclined tower crown unit plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222504231.9U CN218708640U (en) | 2022-09-21 | 2022-09-21 | Hoisting device for super high-rise inclined tower crown unit plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218708640U true CN218708640U (en) | 2023-03-24 |
Family
ID=85635742
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222504231.9U Active CN218708640U (en) | 2022-09-21 | 2022-09-21 | Hoisting device for super high-rise inclined tower crown unit plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218708640U (en) |
-
2022
- 2022-09-21 CN CN202222504231.9U patent/CN218708640U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN201297036Y (en) | Discharging platform | |
| CN110562868B (en) | Hoisting construction method for unit type glass curtain wall of super high-rise building | |
| CN101892736A (en) | High altitude moving hanging basket construction method | |
| CN106741070B (en) | A kind of cable channel cover plate transport laying vehicle | |
| CN218708640U (en) | Hoisting device for super high-rise inclined tower crown unit plate | |
| CN202866261U (en) | Operation hanging rack for civil construction | |
| CN209907972U (en) | Conversion frame for longitudinal and transverse conversion of precast concrete exterior wall cladding | |
| JPH0754491A (en) | Erecting device for exterior curtain wall of building | |
| CN107035037B (en) | Tower top curtain wall frame and mounting method thereof | |
| CN112942886B (en) | Construction method for additionally building corridor in old building | |
| WO2009093974A1 (en) | Frame system for supporting facade elements and use of the frame system | |
| CN213204913U (en) | Modular prefabricated staircase operation platform | |
| CN114412192A (en) | Interlayer complex special-shaped aluminum veneer curtain wall and construction method thereof | |
| CN210438301U (en) | Light slat lifting device for building partition wall | |
| CN211597658U (en) | Movable overhanging scaffold | |
| CN210886924U (en) | Maintenance platform in retractable double-cable-plane cable-stayed bridge tower stay cable area | |
| JP4027170B2 (en) | External scaffold device and construction method of external scaffold device | |
| CN208604911U (en) | A kind of novel suspention beam bracket | |
| CN207608234U (en) | A kind of assembly type curtain wall hanging apparatus | |
| CN214527628U (en) | Dome curtain wall glass handling system | |
| CN113027146B (en) | Method for lifting and hoisting outer wall stone | |
| CN220845247U (en) | ALC light autoclaved aerated concrete wall auxiliary installation device | |
| CN216787879U (en) | Interlayer complex special-shaped aluminum veneer curtain wall construction structure | |
| CN213329962U (en) | Split type lifting scaffold | |
| CN212926977U (en) | Can have enough to meet need formula high-rise fire control gallery inner courtyard operation platform |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |