CN113027146A - Method for lifting and hoisting outer wall stone - Google Patents
Method for lifting and hoisting outer wall stone Download PDFInfo
- Publication number
- CN113027146A CN113027146A CN202110309319.2A CN202110309319A CN113027146A CN 113027146 A CN113027146 A CN 113027146A CN 202110309319 A CN202110309319 A CN 202110309319A CN 113027146 A CN113027146 A CN 113027146A
- Authority
- CN
- China
- Prior art keywords
- vertical
- lifting
- wall
- hoisting
- stone
- 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.)
- Granted
Links
Images
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
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
- E04G21/16—Tools or apparatus
- E04G21/162—Handles to carry construction blocks
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/88—Curtain walls
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/88—Curtain walls
- E04B2/96—Curtain walls comprising panels attached to the structure through mullions or transoms
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
- E04G21/16—Tools or apparatus
- E04G21/163—Jacks specially adapted for working-up building elements
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/24—Structural elements or technologies for improving thermal insulation
- Y02A30/244—Structural elements or technologies for improving thermal insulation using natural or recycled building materials, e.g. straw, wool, clay or used tires
Abstract
The invention discloses a lifting and hoisting method for outer wall stone, wherein in the method, at least two rows of embedded plates are arranged on a structural beam or a shear wall, and at least two vertical keels are respectively fixed on the embedded plates and are vertical to the structural beam or the shear wall; at least two combination roof beams can be dismantled respectively and connect two at least vertical keels in order to be vertical portable for vertical keel, structure roof beam or shear force wall are kept away from to the front end of combination roof beam perpendicular to vertical keel and combination roof beam, the bottom of combination roof beam is via the support piece supporting that is fixed in vertical keel, the front end of connecting the combination roof beam can be dismantled to the one end of rope, the connection vertical keel can be dismantled to the other end, the track roof beam can hang down the front end of fixing in two at least combination roof beams, electric block sliding connection is in the track roof beam with the horizontal direction removal, the track roof beam is along with two at least combination roof beam vertical movement and vertical movement, the outer wall stone material is connected in electric block with the horizontal direction. The outer wall stone lifting method improves the operation efficiency and shortens the construction period.
Description
Technical Field
The invention relates to the technical field of building facade decoration, in particular to a lifting method for outer wall stone.
Background
Along with the progress of city construction in China, stone curtain walls are widely used for decorating outer vertical surfaces of buildings, and the outer vertical surface stone curtain walls are often designed to be thick and heavy natural stones in order to show the real texture and the attractiveness of stones. The scaffold is set up on stone installation face, and the space is narrow and small between scaffold and structure, and stone material safety and stability handling has the construction degree of difficulty to the operation face. The traditional stone lifting method mainly depends on manual carrying and auxiliary elevator transportation, the transportation distance is long, natural stones are expensive and easy to damage, and the labor intensity is high and the potential safety hazard is large. Therefore, the prior art still has the defects and needs to be further improved.
The above information disclosed in this background section is only for enhancement of understanding of the background of the invention and therefore it may contain information that does not form the prior art that is well known to those of ordinary skill in the art.
Disclosure of Invention
The invention aims to provide a lifting method for outer wall stone, which can be used for synchronously lifting along with the mounting progress of the stone, and the stone can be safely and stably lifted to a working surface horizontally and vertically, so that the working efficiency is improved, the construction period is shortened, the cost is saved, and the defects of the prior art are overcome.
In order to achieve the above purpose, the invention provides the following technical scheme:
the invention relates to a lifting method for outer wall stone, which comprises the following steps:
at least two rows of embedded plates are arranged on the structure beam or the shear wall, and at least two vertical keels are respectively fixed on the embedded plates and are vertical to the structure beam or the shear wall;
at least two combined beams are respectively detachably connected with the at least two vertical keels to be vertically movable relative to the vertical keels, the combined beams are perpendicular to the vertical keels, the front ends of the combined beams are far away from the structural beam or the shear wall, the bottoms of the combined beams are supported by supporting pieces fixed on the vertical keels, one ends of ropes are detachably connected with the front ends of the combined beams, the other ends of the ropes are detachably connected with the vertical keels, and the ropes, the combined beams and the vertical keels form a triangular structure,
the rail beam can be hung and fixed at the front ends of the at least two combined beams, the electric block is connected to the rail beam in a sliding mode and moves in the horizontal direction, the rail beam vertically moves along with the vertical movement of the at least two combined beams, and the outer wall stone is connected to the electric block and moves in the horizontal direction and the vertical direction to achieve lifting and hoisting.
In the method for lifting and hoisting the outer wall stone, the thickness of the outer wall stone is larger than the distance between the structural beam or the shear wall and the scaffold.
In the method for lifting and hoisting the outer wall stone, the distance from the front end of the combination beam to the vertical keel is greater than the thickness of the outer wall stone.
In the method for lifting and hoisting the outer wall stone, the combination beam comprises two symmetrical angle steel beams and a square steel beam arranged between the symmetrical angle steel beams.
In the method for lifting and hoisting the outer wall stone, the track beam is detachably and underground hung on the symmetrical angle steel beam.
In the method for lifting and hoisting the outer wall stone, the at least two combined beams are respectively connected with the at least two vertical keels through bolts.
In the method for lifting and hoisting the outer wall stone, when the combination beam and the track beam are lifted, the electric hoist and the rope are detached, after the combination beam is lifted upwards to the mounting height, the support piece is welded below the combination beam, and then the rope and the electric hoist are mounted.
In the method for lifting and hoisting the outer wall stone, the supporting piece is an anti-skid supporting angle steel.
In the method for lifting and hoisting the outer wall stone, at least two vertical keels are fixed to the embedded plate through adapters respectively, and the adapters clamp the vertical keels and fix the vertical keels and the embedded plate respectively.
In the method for lifting and hoisting the outer wall stone, the embedded plate is an embedded steel plate, and the vertical keel is a vertical steel keel.
In the technical scheme, the lifting method for the outer wall stone provided by the invention has the following beneficial effects: the vertical keel of the outer wall stone lifting and hoisting method serves as a stone fixing main keel and serves as a combined beam supporting stress member, the vertical keel does not need to be dismantled after installation, the electric hoist is connected to the track beam in a sliding mode and moves in the horizontal direction, the track beam vertically moves along with the at least two combined beams, the defects of the traditional outer wall stone hoisting technology are overcome, safe and stable hoisting operation of super-thick and super-heavy stones is achieved, the problem that the natural stones are easy to damage in the hoisting process is solved, damage to the stones caused by the traditional hoisting technology is avoided, and quality is guaranteed. Meanwhile, the working efficiency is improved, the construction period is shortened, and the construction cost is reduced.
Drawings
In order to more clearly illustrate the embodiments of the present application or technical solutions in the prior art, the drawings needed to be used in the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments described in the present invention, and other drawings can be obtained by those skilled in the art according to the drawings.
Fig. 1 is a schematic lifting, dispatching and transporting diagram of an outer wall stone lifting and hoisting method provided by an embodiment of the invention.
Fig. 2 is a schematic front view of lifting and transporting of the outer wall stone lifting and hoisting method provided by the embodiment of the invention.
Fig. 3 is a schematic side view of lifting and transferring of the method for lifting and hoisting outer wall stones provided by the embodiment of the invention.
Fig. 4 is a partially enlarged schematic view of lifting and transferring of the external wall stone lifting and hoisting method provided by the embodiment of the invention.
The reference signs are:
the method comprises the following steps of 1-structural beam, 2-embedded plate, 3-adapter, 4-vertical keel, 5-composite beam, 6-rope, 7-track beam, 8-support piece, 9-electric hoist and 10-bolt.
Detailed Description
In order to make the objects, technical solutions and advantages of the embodiments of the present invention more apparent, the technical solutions of the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings of the embodiments of the present invention, and it is obvious that the described embodiments are some, but not all embodiments of the present invention. All other embodiments, which can be obtained by a person skilled in the art without any inventive step based on the embodiments of the present invention, are within the scope of the present invention.
Thus, the following detailed description of the embodiments of the present invention, presented in the figures, is not intended to limit the scope of the invention, as claimed, but is merely representative of selected embodiments of the invention. All other embodiments, which can be obtained by a person skilled in the art without any inventive step based on the embodiments of the present invention, are within the scope of the present invention.
It should be noted that: like reference numbers and letters refer to like items in the following figures, and thus, once an item is defined in one figure, it need not be further defined and explained in subsequent figures.
In the description of the present invention, it is to be understood that the terms "center", "longitudinal", "lateral", "length", "width", "thickness", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", "clockwise", "counterclockwise", and the like, indicate orientations and positional relationships based on those shown in the drawings, and are used only for convenience of description and simplicity of description, and do not indicate or imply that the equipment or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus, should not be considered as limiting the present invention.
Furthermore, the terms "first", "second" and "first" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include one or more of that feature. In the description of the present invention, "a plurality" means two or more unless specifically defined otherwise.
In the present invention, unless otherwise expressly stated or limited, the terms "mounted," "connected," "secured," and the like are to be construed broadly and can, for example, be fixedly connected, detachably connected, or integrally formed; either directly or indirectly through intervening media, either internally or in any other relationship. The specific meanings of the above terms in the present invention can be understood by those skilled in the art according to specific situations.
In the present invention, unless otherwise expressly stated or limited, "above" or "below" a first feature means that the first and second features are in direct contact, or that the first and second features are not in direct contact but are in contact with each other via another feature therebetween. Also, the first feature being "on," "above" and "over" the second feature includes the first feature being directly on and obliquely above the second feature, or merely indicating that the first feature is at a higher level than the second feature. A first feature being "under," "below," and "beneath" a second feature includes the first feature being directly under and obliquely below the second feature, or simply meaning that the first feature is at a lesser elevation than the second feature.
In order to make the technical solutions of the present invention better understood, those skilled in the art will now describe the present invention in further detail with reference to the accompanying drawings.
Referring to fig. 1 to 4, in one embodiment, the method for lifting and hoisting the stone material of the external wall of the invention comprises,
at least two rows of embedded plates 2 are arranged on a structural beam 1 or a shear wall, and at least two vertical keels 4 are respectively fixed on the embedded plates 2 and are vertical to the structural beam 1 or the shear wall;
at least two combined beams 5 are respectively detachably connected with the at least two vertical keels 4 so as to be vertically movable relative to the vertical keels 4, the combined beams 5 are perpendicular to the vertical keels 4, the front ends of the combined beams 5 are far away from the structural beam 1 or the shear wall, the bottoms of the combined beams 5 are supported by supporting pieces 8 fixed on the vertical keels 4, one ends of ropes 6 are detachably connected with the front ends of the combined beams 5, the other ends of the ropes 6 are detachably connected with the vertical keels 4, and the ropes 6, the combined beams 5 and the vertical keels 4 form a triangular structure,
the track beam 7 can be hung and fixed at the front ends of the at least two combined beams 5, the electric hoist 9 is connected to the track beam 7 in a sliding mode and moves in the horizontal direction, the track beam 7 vertically moves along with the vertical movement of the at least two combined beams 5, and the outer wall stone is connected to the electric hoist 9 and moves in the horizontal direction and the vertical direction to achieve lifting and hoisting.
In the preferred embodiment of the method for lifting and hoisting the outer wall stone, the thickness of the outer wall stone is larger than the distance between the structural beam 1 or the shear wall and the scaffold.
In the preferred embodiment of the method for lifting and hoisting the outer wall stone, the distance from the front end of the combination beam 5 to the vertical keel 4 is greater than the thickness of the outer wall stone.
In the preferred embodiment of the method for lifting and hoisting the outer wall stone, the combined beam 5 comprises two symmetrical angle steel beams and a square steel beam arranged between the symmetrical angle steel beams.
In the preferred embodiment of the method for lifting and hoisting the outer wall stone, the track beam 7 is detachably hung on the symmetrical angle steel beams in the underground.
In the preferred embodiment of the method for lifting and hoisting the outer wall stone, the at least two combined beams 5 are respectively connected with the at least two vertical keels 4 by bolts.
In the preferred embodiment of the method for lifting and hoisting the outer wall stone, when the combination beam 5 and the track beam 7 are lifted, the electric hoist 9 and the rope 6 are detached, the combination beam 5 is lifted upwards to the mounting height, the support member 8 is welded below the combination beam 5, and then the rope 6 and the electric hoist 9 are mounted.
In the preferred embodiment of the method for lifting and hoisting the outer wall stone, the support member 8 is an anti-skid support angle steel.
In the preferred embodiment of the method for lifting and hoisting the outer wall stone, at least two vertical keels 4 are respectively fixed on the embedded plate 2 through the adapters 3, and the adapters 3 clamp the vertical keels 4 and respectively fix the vertical keels 4 and the embedded plate 2.
In the preferred embodiment of the method for lifting and hoisting the outer wall stone, the vertical keel is a fixed keel of the outer wall stone.
In one embodiment, in the method for lifting and hoisting the ultra-thick natural stone of the outer wall, a steel plate is embedded in the structural beam 1 or the shear wall, and the vertical steel keel is fixed with the steel plate. Hang under 7 track roof beams and fix in combination girder steel front end, the combination girder steel other end is fixed with vertical steel joist, and the combination girder steel adopts bolt and vertical steel joist swing joint, can up promote. The steel wire rope 6 is fixed with the front end of the combined steel beam, the other end of the combined steel beam is fixed with the vertical steel keel, anti-skidding support angle steel is arranged below the combined steel beam, the electric hoist 9 is installed on the track beam 7, and the electric hoist 9 can horizontally slide on the track beam 7. The combined steel beam is formed by combining two symmetrical angle steels and square steel, a steel wire rope 6 is fixed with the front end of the combined steel beam, and the other end of the combined steel beam is fixed with the vertical steel keel. The vertical steel keel is used as a stone fixing main keel and is used as a combined steel beam supporting stress member, and the vertical steel keel does not need to be detached after installation. The combined steel beam and the track beam 7 need to be lifted for multiple times, firstly the electric hoist 9 is dismounted, the bolt is unscrewed, the steel wire rope 6 is dismounted, the combined steel beam is lifted upwards, after the combined steel beam is lifted to the mounting height, the anti-skidding support angle steel is welded below the combined steel beam, the bolt is screwed, and then the steel wire rope 6 and the electric hoist 9 are mounted. The track beam 7 can be in butt joint with each other as required, the electric hoist 9 horizontally slides on the track beam 7 to horizontally hoist the super-thick stone, and the super-thick stone is vertically hoisted through the vertical lifting of the electric hoist 9.
In the preferred embodiment of the method for lifting and hoisting the outer wall stone, the embedded plate 2 is an embedded steel plate, the vertical keel 4 is a vertical steel keel, the rope 6 is a steel wire rope 6, and the combined beam 5 is a combined steel beam. The rail beam 7 is fixed at the front end of the combined steel beam 5 in a downward hanging mode, the other end of the combined steel beam 5 is fixed with the vertical steel keel 4, the steel wire rope 6 is fixed with the front end of the combined steel beam 5, the other end of the combined steel beam is fixed with the vertical steel keel 4, anti-skidding support angle steel 8 is arranged below the combined steel beam 5, the combined steel beam 5 is movably connected with the vertical steel keel 4 through bolts 10 and can be lifted upwards, the electric hoist 9 is firstly dismounted, the bolts 10 are unscrewed, the steel wire rope 6 is dismounted, the combined steel beam 5 is lifted upwards, the anti-skidding support angle steel 8 is welded below the combined steel beam 5 after being lifted to the mounting height, the bolts 10 are screwed. The track beam 7 can be in butt joint with each other as required, the electric hoist 9 horizontally slides on the track beam 7 to horizontally hoist the super-thick stone, and the super-thick stone is vertically hoisted through the vertical lifting of the electric hoist 9.
Finally, it should be noted that: the embodiments described are only a part of the embodiments of the present application, and not all embodiments, and all other embodiments obtained by those skilled in the art without making creative efforts based on the embodiments in the present application belong to the protection scope of the present application.
While certain exemplary embodiments of the present invention have been described above by way of illustration only, it will be apparent to those of ordinary skill in the art that the described embodiments may be modified in various different ways without departing from the spirit and scope of the invention. Accordingly, the drawings and description are illustrative in nature and should not be construed as limiting the scope of the invention.
Claims (10)
1. The method for lifting and hoisting the stone on the outer wall is characterized by comprising the following steps of:
at least two rows of embedded plates are arranged on the structural beam or the shear wall, at least two vertical keels are respectively fixed on the embedded plates and are vertical to the structural beam or the shear wall,
at least two combined beams are respectively detachably connected with the at least two vertical keels to be vertically movable relative to the vertical keels, the combined beams are perpendicular to the vertical keels, the front ends of the combined beams are far away from the structural beam or the shear wall, the bottoms of the combined beams are supported by supporting pieces fixed on the vertical keels, one ends of ropes are detachably connected with the front ends of the combined beams, the other ends of the ropes are detachably connected with the vertical keels, and the ropes, the combined beams and the vertical keels form a triangular structure,
the rail beam can be hung and fixed at the front ends of the at least two combined beams, the electric block is connected to the rail beam in a sliding mode and moves in the horizontal direction, the rail beam vertically moves along with the vertical movement of the at least two combined beams, and the outer wall stone is connected to the electric block and moves in the horizontal direction and the vertical direction to achieve lifting and hoisting.
2. The method for lifting and hoisting the outer wall stone as claimed in claim 1, wherein the thickness of the outer wall stone is larger than the distance between the structural beam or the shear wall and the scaffold.
3. The method for lifting and hoisting the outer wall stone as recited in claim 2, wherein the distance from the front end of the combination beam to the vertical keel is greater than the thickness of the outer wall stone.
4. The method for lifting and hoisting the stone of the outer wall as claimed in claim 1, wherein the combination beam comprises two symmetrical angle steel beams and a square steel beam arranged between the symmetrical angle steel beams.
5. The method for lifting and hoisting the outer wall stone as recited in claim 4, wherein the rail beam is detachably hung underground on the symmetrical angle steel beams.
6. The lifting and hoisting method for the outer wall stone according to claim 1, wherein the at least two combined beams are respectively bolted to the at least two vertical keels.
7. The method for lifting and hoisting the stone materials of the outer wall as claimed in claim 1, wherein when the combination beam and the track beam are lifted, the electric hoist and the rope are detached, the combination beam is lifted up to the mounting height, the support member is welded under the combination beam, and then the rope and the electric hoist are mounted.
8. The method for lifting and hoisting the outer wall stone as recited in claim 7, wherein the supporting member is an anti-skid supporting angle steel.
9. The method for lifting and hoisting the outer wall stone as recited in claim 1, wherein at least two vertical keels are respectively fixed to the embedded plate through adapters, and the adapters clamp the vertical keels and respectively fix the vertical keels and the embedded plate.
10. The method for lifting and hoisting the outer wall stone as recited in claim 1, wherein the pre-embedded plate is a pre-embedded steel plate, and the vertical keel is a vertical steel keel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110309319.2A CN113027146B (en) | 2021-03-23 | 2021-03-23 | Method for lifting and hoisting outer wall stone |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110309319.2A CN113027146B (en) | 2021-03-23 | 2021-03-23 | Method for lifting and hoisting outer wall stone |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN113027146A true CN113027146A (en) | 2021-06-25 |
| CN113027146B CN113027146B (en) | 2022-08-26 |
Family
ID=76472924
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202110309319.2A Active CN113027146B (en) | 2021-03-23 | 2021-03-23 | Method for lifting and hoisting outer wall stone |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN113027146B (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN204495448U (en) * | 2015-04-10 | 2015-07-22 | 四川省达州钢铁集团有限责任公司 | A kind of steel billet meausring apparatus of steel rolling production-line |
| CN205772949U (en) * | 2016-07-06 | 2016-12-07 | 河北钢铁股份有限公司承德分公司 | A kind of Stability Analysis of Structures, lightweight wallflow formula cantilever single-beam lifting |
| CN207092321U (en) * | 2017-08-26 | 2018-03-13 | 北京诺思威建筑装饰工程有限公司 | Stone material post and wall mounting structure |
| CN209835016U (en) * | 2019-04-17 | 2019-12-24 | 沈阳三洋电梯有限公司 | Labor-saving device for spraying and feeding elevator hall door |
| WO2020180323A1 (en) * | 2019-03-06 | 2020-09-10 | Icon Technology, Inc. | Systems and methods for the construction of structures |
-
2021
- 2021-03-23 CN CN202110309319.2A patent/CN113027146B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN204495448U (en) * | 2015-04-10 | 2015-07-22 | 四川省达州钢铁集团有限责任公司 | A kind of steel billet meausring apparatus of steel rolling production-line |
| CN205772949U (en) * | 2016-07-06 | 2016-12-07 | 河北钢铁股份有限公司承德分公司 | A kind of Stability Analysis of Structures, lightweight wallflow formula cantilever single-beam lifting |
| CN207092321U (en) * | 2017-08-26 | 2018-03-13 | 北京诺思威建筑装饰工程有限公司 | Stone material post and wall mounting structure |
| WO2020180323A1 (en) * | 2019-03-06 | 2020-09-10 | Icon Technology, Inc. | Systems and methods for the construction of structures |
| CN209835016U (en) * | 2019-04-17 | 2019-12-24 | 沈阳三洋电梯有限公司 | Labor-saving device for spraying and feeding elevator hall door |
Also Published As
| Publication number | Publication date |
|---|---|
| CN113027146B (en) | 2022-08-26 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN201495027U (en) | Hoisting tool for mill housing | |
| CN201297036Y (en) | Discharging platform | |
| CN106545172A (en) | A kind of installation method of high-altitude long-span steel truss | |
| CN104652298B (en) | A kind of whole dismounting system and construction method thereof transferred across box beam supported based on bridge floor | |
| CN106216408A (en) | A kind of device for changing wide and heavy plate mill hydraulic AGC cylinder and using method thereof | |
| CN210288140U (en) | Simple and easy prefabricated decking hoist and mount platform truck | |
| CN214740171U (en) | Ancient building wall body hoist and mount migration device | |
| CN213836318U (en) | Bridge floor wet joint hangs mould structure | |
| CN113027146B (en) | Method for lifting and hoisting outer wall stone | |
| EP1111135A3 (en) | Method of building viaducts | |
| CN208430499U (en) | Large scale ship counterweight catch fixed pattern installation and repairing construction system | |
| CN214329956U (en) | Ring rail hoisting device for curtain wall installation | |
| CN114412192A (en) | Interlayer complex special-shaped aluminum veneer curtain wall and construction method thereof | |
| CN112340596A (en) | Hoisting device and hoisting method for reinforcement cage | |
| CN211895777U (en) | High-strength concrete slab mounting system adopting sliding rails | |
| CN219638442U (en) | Building glass curtain wall installs overhead hoist | |
| CN206104558U (en) | A device for changing width heavy plate mill hydraulic pressure AGC jar | |
| CN217759925U (en) | BIM-based steel operating platform for light production well | |
| CN215666641U (en) | Turnover supporting seat for hoisting dome structure steel truss | |
| CN216920054U (en) | Long heavy cable hanging installation device for multipoint hanging of underbridge expansion cable | |
| CN220927529U (en) | Suspension type light-weight simulated continuous beam outer mold | |
| CN218708640U (en) | Hoisting device for super high-rise inclined tower crown unit plate | |
| CN108691308A (en) | Large scale ship counterweight catch fixed pattern installation and repairing method and its construction system | |
| CN217734783U (en) | Special-shaped outer vertical face suspension rail type movable hanging basket | |
| CN220845069U (en) | Dedicated balance gallows of prefabricated component |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| CB02 | Change of applicant information | ||
| CB02 | Change of applicant information |
Address after: 510665 5th floor, building B, No.16 Keyun Road, Tianhe District, Guangzhou City, Guangdong Province Applicant after: CHINA CONSTRUCTION FOURTH ENGINEERING DIVISION CORP.,LTD. Applicant after: China Construction Fourth Engineering Bureau First Construction Co.,Ltd. Address before: 510665 5th floor, building B, No.16 Keyun Road, Tianhe District, Guangzhou City, Guangdong Province Applicant before: CHINA CONSTRUCTION FOURTH ENGINEERING DIVISION CORP.,LTD. Applicant before: China Construction Fourth Engineering Bureau First Construction Engineering Co.,Ltd. |
|
| GR01 | Patent grant | ||
| GR01 | Patent grant |