CN206783109U - A kind of steel bar girder prefabricated board lifting device - Google Patents
A kind of steel bar girder prefabricated board lifting device Download PDFInfo
- Publication number
- CN206783109U CN206783109U CN201720323013.1U CN201720323013U CN206783109U CN 206783109 U CN206783109 U CN 206783109U CN 201720323013 U CN201720323013 U CN 201720323013U CN 206783109 U CN206783109 U CN 206783109U
- Authority
- CN
- China
- Prior art keywords
- fixed
- pulley
- movable pulley
- hanging
- beams
- 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
Landscapes
- Load-Engaging Elements For Cranes (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
Description
技术领域technical field
本实用新型涉及挖掘机领域,具体地说是一种钢筋桁架预制板吊装工具。The utility model relates to the field of excavators, in particular to a tool for hoisting prefabricated slabs of steel bar trusses.
背景技术Background technique
随着建筑产业化的推行,预制构件的使用越来越广泛。建筑产业化是指运用现代化管理模式,通过标准化的建筑设计以及模数化、工厂化的部品生产,实现建筑构部件的通用化和现场施工的装配化、机械化。构配件采用工厂预制的方式,建筑过程可以同时在现场和工厂展开,绝大部分工作已经在工厂完成,现场安装的时间很短。尤其是对天气依赖较大的混凝土施工过程,工厂化预制混凝土构件生产采用快速养护的方法,较现浇方式养护时间大大压缩。With the implementation of construction industrialization, the use of prefabricated components is becoming more and more extensive. Building industrialization refers to the use of modern management models to realize the generalization of building components and the assembly and mechanization of on-site construction through standardized architectural design and modularized and factory-like production of parts. The components are prefabricated in the factory, and the construction process can be carried out on site and in the factory at the same time. Most of the work has been completed in the factory, and the time for on-site installation is very short. Especially in the concrete construction process that is highly dependent on the weather, the production of factory precast concrete components adopts the method of rapid maintenance, which greatly shortens the maintenance time compared with the cast-in-place method.
但是目前使用的产业化预制构件吊装吊具灵活性差,构件受力不均匀,造成预制构件在吊装过程中出现开裂,尤其是钢筋桁架预制板这种水平尺寸较大的构件,吊装工具不能灵活调整,吊装过程中出现开裂的现象比较多。However, the currently used hoisting tools for industrialized prefabricated components are poor in flexibility, and the components are unevenly stressed, causing cracks in the prefabricated components during the hoisting process, especially for components with large horizontal dimensions such as steel truss prefabricated panels, the hoisting tools cannot be adjusted flexibly , There are many cracks during the hoisting process.
发明内容Contents of the invention
本实用新型的技术任务是针对以上不足之处,提供一种钢筋桁架预制板吊装工具,通过设置定滑轮与动滑轮的组合,根据吊装需要可以灵活调整,使钢筋桁架预制板吊装过程中受力均匀。The technical task of the utility model is to provide a hoisting tool for steel truss prefabricated slabs aimed at the above deficiencies. By setting the combination of fixed pulley and movable pulley, it can be flexibly adjusted according to the hoisting requirements, so that the force on the steel truss prefabricated slab is evenly stressed during the hoisting process. .
本实用新型解决其技术问题所采用的技术方案是:The technical scheme that the utility model solves its technical problem adopts is:
一种钢筋桁架预制板吊装工具,包括吊架、定滑轮、动滑轮、钢丝绳、固定端锁扣和吊钩;A tool for hoisting a steel truss prefabricated panel, including a hanger, a fixed pulley, a movable pulley, a steel wire rope, a fixed end lock and a hook;
吊架包括两个相互平行且对称设置的吊梁、位于两个吊梁之间的支撑梁和支撑腿;吊梁水平设置,吊梁下部固定有多个均匀布置的固定座,所述多个固定座沿吊梁长度方向排列,且位于平行于吊梁侧面的同一平面内,吊梁上部固定有起吊耳板;支撑梁水平设置,垂直于两端吊梁并与之固定;支撑腿竖直设置,固定在支撑梁的下部;The hanger includes two mutually parallel and symmetrically arranged hanging beams, a supporting beam and supporting legs between the two hanging beams; The fixing seats are arranged along the length direction of the hanging beam and are located in the same plane parallel to the side of the hanging beam. The lifting lug plate is fixed on the upper part of the hanging beam; the supporting beam is arranged horizontally, perpendicular to the hanging beam at both ends and fixed with it; the supporting legs are vertical set, fixed on the lower part of the support beam;
所述多个固定座中位于两端的固定座上安装有固定端锁扣,其他固定座上固定安装定滑轮,定滑轮的安装数量可根据吊装需要选择;钢丝绳依次穿过动滑轮、定滑轮,钢丝绳的两端分别固定于所述固定端锁扣,所述动滑轮与定滑轮间隔设置,形成多个滑轮组,动滑轮下部固定有吊钩,动滑轮及吊钩在其自重下下垂,在起吊预制板时,滑轮组根据预制板的重心自动调整,保证预制板被吊起时受力均匀。Among the plurality of fixed seats, fixed end locks are installed on the fixed seats at both ends, and fixed pulleys are fixedly installed on the other fixed seats. The number of fixed pulleys can be selected according to the hoisting requirements; The two ends of the movable pulley are respectively fixed to the fixed end lock. The movable pulley and the fixed pulley are arranged at intervals to form a plurality of pulley blocks. The lower part of the movable pulley is fixed with a hook, and the movable pulley and the hook hang under their own weight. The pulley block is automatically adjusted according to the center of gravity of the prefabricated slab to ensure that the prefabricated slab is evenly stressed when it is hoisted.
优选的,固定端锁扣为卸扣,取材方便,安装简单。Preferably, the lock at the fixed end is a shackle, which is convenient for obtaining materials and easy for installation.
优选的,定滑轮也通过卸扣固定在吊架上,简化结构,安装方便。Preferably, the fixed pulley is also fixed on the hanger through a shackle, which simplifies the structure and facilitates installation.
优选的,所述的位于两端的固定座分别位于吊梁的两个端部,充分利用吊梁的结构,达到最好的起吊效果。Preferably, the fixing seats at both ends are respectively located at the two ends of the hanging beam, making full use of the structure of the hanging beam to achieve the best lifting effect.
优选的,起吊耳板有4个,均匀分布在两侧吊梁上,支撑梁至少为两个时,4个耳板位于两端的支撑梁与吊梁连接处。Preferably, there are four lifting lugs, which are evenly distributed on the hanging beams on both sides. When there are at least two supporting beams, the four lugs are located at the joints between the supporting beams and the hanging beams at both ends.
优选的,所述固定座与耳板均采用钢板制作,钢板焊接固定在吊梁上,干板上加工起吊孔或连接孔,用以起吊或连接卸扣。Preferably, both the fixing seat and the lug plate are made of steel plates, the steel plates are welded and fixed on the hanging beam, and lifting holes or connection holes are processed on the dry plate for lifting or connecting shackles.
优选的,吊梁、支撑梁和支撑腿均采用工字钢,相互焊接固定;吊梁、支撑梁和支撑腿还可以采用槽钢、H形钢、方管刚或使用钢板焊接,不同材料可达到相近的效果,可根据使用环境选择加工材料。Preferably, the hanging beam, the supporting beam and the supporting legs are all made of I-beams, which are welded and fixed to each other; To achieve a similar effect, the processing material can be selected according to the use environment.
吊装时,首先使用汽车吊或塔吊将本吊装装置工具提升,然后将两吊梁下方的吊钩勾住预制板桁架筋,提升预制板,两侧作业人员可以根据需要抬动调整预制板的水平度,遇到楼层洞口,可调整钢丝绳,倾斜起吊通过洞口;吊点数量可随被吊钢筋桁架预制板的尺寸特点进行调整。When hoisting, first use the truck crane or tower crane to lift the tool of the hoisting device, and then hook the hooks under the two hanging beams to the truss bars of the prefabricated slab to lift the prefabricated slab, and the workers on both sides can lift and adjust the level of the prefabricated slab as needed When encountering the opening of the floor, the steel wire rope can be adjusted to lift through the opening at an angle; the number of lifting points can be adjusted according to the size and characteristics of the prefabricated slab of the hoisted steel truss.
本实用新型的一种钢筋桁架预制板吊装工具和现有技术相比,具有以下有益效果:Compared with the prior art, a prefabricated slab hoisting tool for steel truss of the utility model has the following beneficial effects:
该工具结构简单,使用灵活、方便,通过钢丝绳与滑轮组的配合使用,动滑轮在钢丝绳上的自动调整,避免了直接使用钢丝绳吊装导致的预制板受力不均匀及水平度不可调的问题,在吊装过程中运用滑轮组的自动调整使被吊钢筋桁架预制板受力均匀,有效的保护了预制板避免开裂,降低损坏率;The tool is simple in structure, flexible and convenient to use. Through the combined use of the wire rope and the pulley block, the automatic adjustment of the movable pulley on the wire rope avoids the problems of uneven stress on the prefabricated panels and non-adjustable levelness caused by direct hoisting of the wire rope. During the process, the automatic adjustment of the pulley block is used to make the prefabricated slab of the hoisted steel truss evenly stressed, which effectively protects the prefabricated slab from cracking and reduces the damage rate;
吊点数量可随被吊钢筋桁架预制板的尺寸特点进行增加或减少,使用起来灵活性好;The number of lifting points can be increased or decreased according to the size and characteristics of the prefabricated steel truss slab to be hoisted, so it has good flexibility in use;
使用该工具,钢筋桁架预制板被吊装时,受力均匀,水平度可灵活调节,当遇到楼层洞口时,通过操作人员的配合可以倾斜起吊,顺利通过楼层洞口。Using this tool, when the steel truss prefabricated slab is hoisted, the force is uniform and the levelness can be adjusted flexibly. When it encounters a floor opening, it can be tilted and lifted with the cooperation of the operator, and it can pass through the floor opening smoothly.
附图说明Description of drawings
图1是本实用新型钢筋桁架预制板吊装工具的结构示意图。Fig. 1 is a structural schematic diagram of a tool for hoisting prefabricated slabs of reinforced trusses of the present invention.
图中:1、吊梁,2、固定座,3、起吊耳板,4、支撑梁,5、支撑腿,6、固定端锁扣,7、定滑轮,8、动滑轮,9、吊钩、10、钢丝绳。In the figure: 1. Hanging beam, 2. Fixing seat, 3. Lifting lug plate, 4. Supporting beam, 5. Supporting leg, 6. Fixed end lock, 7. Fixed pulley, 8. Moving pulley, 9. Hook, 10. Wire rope.
具体实施方式detailed description
下面结合附图和具体实施例对本实用新型作进一步说明。Below in conjunction with accompanying drawing and specific embodiment the utility model is further described.
一种钢筋桁架预制板吊装工具,包括吊架、定滑轮7、动滑轮8、钢丝绳10、固定端锁扣6和吊钩9;A tool for hoisting a steel truss prefabricated panel, including a hanger, a fixed pulley 7, a movable pulley 8, a steel wire rope 10, a fixed end lock 6 and a hook 9;
吊架包括两个相互平行且对称设置的吊梁1、位于两个吊梁1之间的支撑梁4和支撑腿5;吊梁1水平设置,吊梁1下部固定有多个均匀布置的固定座2,所述多个固定座2沿吊梁1长度方向排列,且位于平行于吊梁1侧面的同一平面内,吊梁1上部固定有起吊耳板3;支撑梁4水平设置,垂直于两端吊梁1并与之固定;支撑腿5竖直设置,固定在支撑梁4的下部;The hanger includes two parallel and symmetrical suspension beams 1, a support beam 4 and a support leg 5 between the two suspension beams 1; Seat 2, the plurality of fixed seats 2 are arranged along the length direction of the hanging beam 1, and are located in the same plane parallel to the side of the hanging beam 1, the upper part of the hanging beam 1 is fixed with a lifting ear plate 3; the supporting beam 4 is arranged horizontally, perpendicular to Hanging beams 1 at both ends are fixed thereto; supporting legs 5 are vertically arranged and fixed on the lower part of supporting beams 4;
吊梁1、支撑梁4和支撑腿5均采用工字钢,相互焊接固定;吊梁4、支撑梁4和支撑腿5还可以采用槽钢、H形钢、方管刚或使用钢板焊接,不同材料可达到相近的效果,可根据使用环境选择加工材料。Hanging beam 1, supporting beam 4 and supporting leg 5 are all made of I-beams, which are welded and fixed to each other; hanging beam 4, supporting beam 4 and supporting leg 5 can also be welded with channel steel, H-shaped steel, square tube or steel plate. Different materials can achieve similar effects, and processing materials can be selected according to the use environment.
起吊耳板3有4个,均匀分布在两侧吊梁1上,支撑梁4为两个,4个起吊耳板3位于两端的支撑梁4与吊梁1连接处。There are four lifting lugs 3, which are evenly distributed on the hanging beams 1 on both sides, and there are two supporting beams 4, and the four lifting lugs 3 are located at the joints between the supporting beams 4 and the hanging beams 1 at both ends.
所述多个固定座2中位于两端的固定座2上安装有固定端锁扣6,其他固定座2上固定安装定滑轮7,定滑轮7的安装数量可根据吊装需要选择;钢丝绳10依次穿过动滑轮8、定滑轮7,钢丝绳10的两端分别固定于所述固定端锁扣6,所述动滑轮8与定滑轮7间隔设置,形成多个滑轮组,动滑轮8下部固定有吊钩9,动滑轮8及吊钩9在其自重下下垂,在起吊预制板时,滑轮组根据预制板的重心自动调整,保证预制板被吊起时受力均匀。Among the plurality of fixed seats 2, fixed end locks 6 are installed on the fixed seats 2 located at both ends, and fixed pulleys 7 are fixedly installed on other fixed seats 2, and the installation quantity of the fixed pulleys 7 can be selected according to hoisting needs; Overrunning pulley 8, fixed pulley 7, the two ends of steel wire rope 10 are respectively fixed on described fixed end buckle 6, described movable pulley 8 and fixed pulley 7 are arranged at intervals to form a plurality of pulley blocks, movable pulley 8 bottom is fixed with suspension hook 9, movable pulley 8 and suspension hook 9 are drooping under its own weight, and when lifting the prefabricated slab, the pulley block is automatically adjusted according to the center of gravity of the prefabricated slab, to ensure that the prefabricated slab is evenly stressed when it is hoisted.
所述的位于两端的固定座2分别位于吊梁1的两个端部,充分利用吊梁1的结构,达到最好的起吊效果。固定端锁扣6为卸扣,取材方便,安装简单。定滑轮7也通过卸扣固定在吊架上,简化结构,安装方便。The fixing seats 2 at both ends are respectively located at the two ends of the hanging beam 1, making full use of the structure of the hanging beam 1 to achieve the best lifting effect. The fixed end buckle 6 is a shackle, which is convenient for taking materials and easy to install. The fixed pulley 7 is also fixed on the hanger by a shackle, which simplifies the structure and facilitates installation.
所述固定座2与起吊耳板3均采用钢板制作,钢板焊接固定在吊梁1上,钢板上加工起吊孔或连接孔,用以起吊或连接卸扣。Both the fixed seat 2 and the lifting lug 3 are made of steel plates, and the steel plates are welded and fixed on the lifting beam 1, and the lifting holes or connecting holes are processed on the steel plates for lifting or connecting shackles.
吊装时,首先使用汽车吊或塔吊将本吊装装置工具提升,然后将两吊梁1下方的吊钩9勾住预制板桁架筋,提升预制板,两侧作业人员可以根据需要抬动调整预制板的水平度,遇到楼层洞口,可调整钢丝绳10,倾斜起吊通过洞口;吊点数量可随被吊钢筋桁架预制板的尺寸特点进行调整。When hoisting, first use the truck crane or tower crane to lift the tool of the hoisting device, and then hook the hooks 9 under the two hanging beams 1 to the truss bars of the prefabricated slab to lift the prefabricated slab, and the operators on both sides can lift and adjust the prefabricated slab as needed When encountering the opening of the floor, the steel wire rope 10 can be adjusted to lift through the opening at an angle; the number of lifting points can be adjusted according to the size and characteristics of the prefabricated slab of the hoisted steel truss.
通过上面具体实施方式,所述技术领域的技术人员可容易的实现本实用新型。但是应当理解,本实用新型并不限于上述的具体实施方式。在公开的实施方式的基础上,所述技术领域的技术人员可任意组合不同的技术特征,从而实现不同的技术方案。Through the above specific implementation methods, those skilled in the art can easily realize the utility model. However, it should be understood that the present utility model is not limited to the specific implementation manners described above. On the basis of the disclosed embodiments, those skilled in the art can arbitrarily combine different technical features, so as to realize different technical solutions.
除说明书所述的技术特征外,均为本专业技术人员的已知技术。Except for the technical features described in the instructions, all are known technologies by those skilled in the art.
Claims (7)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720323013.1U CN206783109U (en) | 2017-03-29 | 2017-03-29 | A kind of steel bar girder prefabricated board lifting device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720323013.1U CN206783109U (en) | 2017-03-29 | 2017-03-29 | A kind of steel bar girder prefabricated board lifting device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206783109U true CN206783109U (en) | 2017-12-22 |
Family
ID=60706875
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720323013.1U Active CN206783109U (en) | 2017-03-29 | 2017-03-29 | A kind of steel bar girder prefabricated board lifting device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206783109U (en) |
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108821090A (en) * | 2018-07-10 | 2018-11-16 | 江苏金贸科技发展有限公司 | A kind of superimposed sheet autobalance boom hoisting |
| CN109132839A (en) * | 2018-10-31 | 2019-01-04 | 科能源科技(天津)有限公司 | The boom hoisting of building block unit |
| CN109335952A (en) * | 2018-12-05 | 2019-02-15 | 中建科技湖南有限公司 | A prefabricated component hanger |
| CN109573814A (en) * | 2017-09-29 | 2019-04-05 | 远大住宅工业(天津)有限公司 | The demoulding tooling of Prefabricated stacking floor |
| CN109626197A (en) * | 2019-01-18 | 2019-04-16 | 中交路桥华南工程有限公司 | spreader |
| CN109969926A (en) * | 2019-04-16 | 2019-07-05 | 中建四局第六建筑工程有限公司 | A moving pulley hoisting sling |
| CN110182681A (en) * | 2019-05-15 | 2019-08-30 | 上海建工七建集团有限公司 | Skyscraper multilayer bracket support hanging apparatus and its installation method |
| CN110316649A (en) * | 2019-06-14 | 2019-10-11 | 中铁大桥局集团有限公司 | A kind of suspender and hanging method suitable for irregular truss |
| CN110329898A (en) * | 2019-08-15 | 2019-10-15 | 浙江歌山建筑科技有限公司 | A kind of prefabricated components balance sling |
| CN111960249A (en) * | 2020-07-27 | 2020-11-20 | 中建科技集团有限公司 | Laminated slab lifting appliance and steel beam |
| CN113928968A (en) * | 2021-11-30 | 2022-01-14 | 中建三局第二建设工程有限责任公司 | Hanger device |
| CN114014147A (en) * | 2021-11-11 | 2022-02-08 | 广东省建工设计顾问有限公司 | Multipoint hanger structure and hoisting method thereof |
| CN116161519A (en) * | 2022-12-07 | 2023-05-26 | 中交第三航务工程局有限公司 | Hanging bracket for offshore prefabricated bearing platform construction |
-
2017
- 2017-03-29 CN CN201720323013.1U patent/CN206783109U/en active Active
Cited By (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109573814A (en) * | 2017-09-29 | 2019-04-05 | 远大住宅工业(天津)有限公司 | The demoulding tooling of Prefabricated stacking floor |
| CN108821090A (en) * | 2018-07-10 | 2018-11-16 | 江苏金贸科技发展有限公司 | A kind of superimposed sheet autobalance boom hoisting |
| CN109132839A (en) * | 2018-10-31 | 2019-01-04 | 科能源科技(天津)有限公司 | The boom hoisting of building block unit |
| CN109335952A (en) * | 2018-12-05 | 2019-02-15 | 中建科技湖南有限公司 | A prefabricated component hanger |
| CN109626197A (en) * | 2019-01-18 | 2019-04-16 | 中交路桥华南工程有限公司 | spreader |
| CN109969926B (en) * | 2019-04-16 | 2023-11-03 | 中建四局第六建筑工程有限公司 | Movable pulley lifting sling |
| CN109969926A (en) * | 2019-04-16 | 2019-07-05 | 中建四局第六建筑工程有限公司 | A moving pulley hoisting sling |
| CN110182681A (en) * | 2019-05-15 | 2019-08-30 | 上海建工七建集团有限公司 | Skyscraper multilayer bracket support hanging apparatus and its installation method |
| CN110182681B (en) * | 2019-05-15 | 2024-06-18 | 上海建工七建集团有限公司 | Hoisting device for multi-layer bracket support of high-rise building and installation method thereof |
| CN110316649A (en) * | 2019-06-14 | 2019-10-11 | 中铁大桥局集团有限公司 | A kind of suspender and hanging method suitable for irregular truss |
| CN110329898A (en) * | 2019-08-15 | 2019-10-15 | 浙江歌山建筑科技有限公司 | A kind of prefabricated components balance sling |
| CN111960249A (en) * | 2020-07-27 | 2020-11-20 | 中建科技集团有限公司 | Laminated slab lifting appliance and steel beam |
| CN114014147A (en) * | 2021-11-11 | 2022-02-08 | 广东省建工设计顾问有限公司 | Multipoint hanger structure and hoisting method thereof |
| CN113928968A (en) * | 2021-11-30 | 2022-01-14 | 中建三局第二建设工程有限责任公司 | Hanger device |
| CN116161519A (en) * | 2022-12-07 | 2023-05-26 | 中交第三航务工程局有限公司 | Hanging bracket for offshore prefabricated bearing platform construction |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN206783109U (en) | A kind of steel bar girder prefabricated board lifting device | |
| CN103104091B (en) | Sliding mold whole lifting platform and construction method | |
| CN107558723B (en) | Method for manufacturing and installing hanging bracket of hanging basket for inclined roof | |
| CN212176541U (en) | Light-duty high-efficient construction that can have enough to meet need makes building equipment | |
| CN104032967B (en) | Prefabricated assembled frame structure component construction method for hanging | |
| CN203269354U (en) | Transport sling for prefabricated slab | |
| CN108979131B (en) | Integral lifting platform device for high-rise building construction steel formwork and operation frame | |
| CN109081247A (en) | A kind of hanging method of vestibule large-span steel girder | |
| CN213329955U (en) | Flower basket diagonal rod type overhanging scaffold | |
| CN209455933U (en) | A kind of spreader for lamination board hoisting | |
| CN110759222A (en) | Take quick hoist device of PC wallboard of counter weight | |
| CN112482317A (en) | Door slot second-stage concrete self-climbing slip form pouring system and construction method | |
| CN111186763B (en) | Concrete block masonry member assembling construction method and construction device | |
| CN214573768U (en) | A self-climbing slipform pouring system for the second-stage concrete pouring of the door slot | |
| CN206720558U (en) | A kind of adjustable steel-reinforcement cage hanger | |
| CN110043035B (en) | Post-cast strip construction supporting method | |
| CN104764327B (en) | A kind of sintering engineering internal flue mounting process | |
| CN202220435U (en) | Reverse construction underground concrete structure formwork descending equipment | |
| CN209760761U (en) | A construction platform in the core tube and the construction structure of the elevator core tube | |
| CN220267143U (en) | Super high-rise corridor furred ceiling construction structures | |
| CN208197158U (en) | A kind of reinforcing bar tire suspender of precast segment box beam | |
| CN207794401U (en) | A kind of composite floor | |
| CN217780518U (en) | Clamping device for hoisting assembly type concrete prefabricated part | |
| CN212050146U (en) | A self-leveling concrete prefabricated laminated board hanger | |
| CN108412101B (en) | Steel structure integrated floor slab and construction method thereof |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |