CN112127541A - A prefabricated floor veneer integrated board that is easy to lift and transport - Google Patents
A prefabricated floor veneer integrated board that is easy to lift and transport Download PDFInfo
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- CN112127541A CN112127541A CN202011104964.2A CN202011104964A CN112127541A CN 112127541 A CN112127541 A CN 112127541A CN 202011104964 A CN202011104964 A CN 202011104964A CN 112127541 A CN112127541 A CN 112127541A
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- floor
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C1/00—Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles
- B66C1/10—Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles by mechanical means
- B66C1/62—Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles by mechanical means comprising article-engaging members of a shape complementary to that of the articles to be handled
- B66C1/66—Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles by mechanical means comprising article-engaging members of a shape complementary to that of the articles to be handled for engaging holes, recesses, or abutments on articles specially provided for facilitating handling thereof
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/48—Special adaptations of floors for incorporating ducts, e.g. for heating or ventilating
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
- E04C2/06—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres reinforced
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- 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
- E04G21/142—Means in or on the elements for connecting same to handling apparatus
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- H—ELECTRICITY
- H02—GENERATION; CONVERSION OR DISTRIBUTION OF ELECTRIC POWER
- H02G—INSTALLATION OF ELECTRIC CABLES OR LINES, OR OF COMBINED OPTICAL AND ELECTRIC CABLES OR LINES
- H02G3/00—Installations of electric cables or lines or protective tubing therefor in or on buildings, equivalent structures or vehicles
- H02G3/36—Installations of cables or lines in walls, floors or ceilings
- H02G3/38—Installations of cables or lines in walls, floors or ceilings the cables or lines being installed in preestablished conduits or ducts
- H02G3/383—Installations of cables or lines in walls, floors or ceilings the cables or lines being installed in preestablished conduits or ducts in floors
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
Description
技术领域technical field
本发明属于装配式建筑工技术领域,具体地说,涉及一种便于吊运的装配式楼层饰面一体板。The invention belongs to the technical field of prefabricated construction workers, in particular to a prefabricated floor veneer integrated board which is convenient for lifting and transportation.
背景技术Background technique
装配式建筑在进行装配式施工的过程中,需要将装配式的每一个部件进行组装固定,进而提高建筑的施工效率。装配式建筑中的楼层板在进行施工过程中,需要吊运装置将楼层板进行吊运安装,进而保证楼层板的安装质量。In the process of prefabricated construction, each component of the prefabricated building needs to be assembled and fixed, thereby improving the construction efficiency of the building. During the construction process of floor slabs in prefabricated buildings, a hoisting device is required to hoist and install the floor slabs, thereby ensuring the installation quality of the floor slabs.
现有的装配式楼层板在进行吊运过程中,楼层板在进行吊运之前,需要将吊环预埋到楼层板内,然后浇筑混凝土进行固定,使得吊环的位置得到固定,不能根据使用需求调节吊环位置,进而不能满足实际的吊运安装需求,同时,现有的楼层板在与墙板连接位置缺少有效的卡槽固定装置,而且需要钻设开孔进行植筋,使得楼层板与墙板之间的连接步骤繁琐,影响安装效率。During the hoisting process of the existing prefabricated floor slab, before the floor slab is hoisted, the lifting ring needs to be embedded in the floor slab, and then concrete is poured for fixing, so that the position of the lifting ring is fixed and cannot be adjusted according to the use demand. The position of the lifting ring cannot meet the actual lifting and installation requirements. At the same time, the existing floor slab lacks an effective slot fixing device at the connection position with the wall panel, and it is necessary to drill holes for planting reinforcement, so that the floor slab and the wall panel are connected with each other. The connection steps between them are cumbersome and affect the installation efficiency.
有鉴于此特提出本发明。The present invention has been made in view of this.
发明内容SUMMARY OF THE INVENTION
本发明要解决的技术问题在于克服现有技术的不足,提供一种便于吊运的装配式楼层饰面一体板,为解决上述技术问题,本发明采用技术方案的基本构思是:The technical problem to be solved by the present invention is to overcome the deficiencies of the prior art, and to provide a prefabricated floor veneer integrated board that is easy to lift and transport.
一种便于吊运的装配式楼层饰面一体板,包括楼层板、插接槽和吊环,其特征在于,所述楼层板上侧四角设置有所述吊环,所述楼层板上侧四边侧一体成型有所述插接槽,所述插接槽内侧等间距一体成型有限位块,所述限位块之间的位置设置有植筋套,所述吊环下端设置有螺柱,所述螺柱外部设置有固定套,所述固定套内侧对应所述螺柱位置开设有螺纹槽,所述固定套外侧设置有钢筋套,所述钢筋套内侧钻设有钢筋插槽。A prefabricated floor veneer integrated board that is easy to lift and transport, comprising a floor board, a socket slot and a lifting ring, characterized in that the lifting ring is provided at the upper four corners of the floor board, and the upper and four sides of the floor board are integrated The insertion slot is formed, the inner side of the insertion slot is integrally formed with limit blocks at equal intervals, and the position between the limit blocks is provided with a reinforcing bar sleeve, and the lower end of the lifting ring is provided with a stud, and the stud A fixing sleeve is provided on the outside, a threaded groove is formed on the inner side of the fixing sleeve corresponding to the position of the stud, a reinforcing bar sleeve is arranged on the outside of the fixing sleeve, and a reinforcing bar slot is drilled on the inner side of the reinforcing sleeve.
所述楼层板下部内侧设置有纵向主筋,所述纵向主筋上侧垂直设置有横向分布筋,所述楼层板下部内侧内嵌有预埋线管。The inner side of the lower part of the floor slab is provided with longitudinal main bars, the upper side of the longitudinal main reinforcement is vertically arranged with transverse distribution bars, and the inner side of the lower part of the floor slab is embedded with a pre-embedded line pipe.
所述预埋线管一端设置有接线盒,所述接线盒与所述预埋线管插接,所述接线盒与所述楼层板浇筑成为一体结构。One end of the embedded wire pipe is provided with a junction box, the junction box is inserted into the embedded wire pipe, and the junction box and the floor slab are cast into an integrated structure.
所述接线盒与所述预埋线管均为聚氯乙烯塑料制成,所述楼层板最边侧的所述纵向主筋两端与所述固定套上的所述钢筋套焊接,所述楼层板另外两边侧的所述横向分布筋与所述钢筋套焊接。The junction box and the pre-embedded line pipe are both made of polyvinyl chloride plastic, the two ends of the longitudinal main rib on the farthest side of the floor slab are welded with the reinforced sleeve on the fixed sleeve, and the floor plate is welded. The transverse distribution ribs on the other two sides of the plate are welded with the reinforcement sleeves.
所述钢筋套与所述固定套焊接,所述钢筋套之间成90度,所述螺柱与所述固定套通过所述螺纹槽连接。The reinforcing bar sleeves are welded with the fixing sleeves, the reinforcing bar sleeves are at 90 degrees, and the studs and the fixing sleeves are connected through the threaded grooves.
所述横向分布筋与所述纵向主筋之间通过扎丝捆绑连接,所述吊环与所述螺柱焊接,所述预埋线管与所述楼层板浇筑成为一体结构。The transverse distribution rib and the longitudinal main rib are bound and connected by a wire, the lifting ring and the stud are welded, and the pre-embedded line pipe and the floor slab are cast into an integral structure.
所述纵向主筋与所述横向分布筋均为带肋钢筋,所述固定套为不锈钢制成,所述植筋套内嵌于所述楼层板内侧。The longitudinal main bars and the transverse distribution bars are both ribbed bars, the fixing sleeve is made of stainless steel, and the reinforcing bar sleeve is embedded in the inner side of the floor slab.
所述植筋套下端与所述横向分布筋焊接,所述植筋套与所述楼层板垂直,所述楼层板为混凝土浇筑成型制成。The lower end of the bar-planting sleeve is welded with the transverse distribution bar, the bar-planting sleeve is perpendicular to the floor slab, and the floor slab is formed by pouring concrete.
所述插接槽的宽度为100mm,所述插接槽的深度为50mm,所述纵向主筋与所述楼层板底侧之间的保护层厚度为30mm。The width of the insertion slot is 100 mm, the depth of the insertion slot is 50 mm, and the thickness of the protective layer between the longitudinal main rib and the bottom side of the floor slab is 30 mm.
所述楼层板的厚度为150mm,所述楼层板内侧铺设有防水层。The thickness of the floor slab is 150mm, and a waterproof layer is laid on the inner side of the floor slab.
采用上述技术方案后,本发明与现有技术相比具有以下有益效果。After adopting the above technical solution, the present invention has the following beneficial effects compared with the prior art.
1、固定套、钢筋套、钢筋插槽、螺柱和吊环的设置,使得装配式楼层板在进行吊运之前,将固定套与纵向主筋和横向分布筋进行焊接固定,并浇筑混凝土成型为一体,根据使用需求调节吊环位置,将吊环通过螺柱固定到相对应位置的螺纹槽内,进而可以满足实际的吊运安装需求;1. The setting of fixed sleeve, steel sleeve, steel slot, stud and lifting ring makes the fixed sleeve and longitudinal main reinforcement and transverse distribution reinforcement welded and fixed before the prefabricated floor slab is lifted and transported, and poured into concrete to form a whole , adjust the position of the lifting ring according to the needs of use, and fix the lifting ring into the threaded groove of the corresponding position through the stud, so as to meet the actual lifting and installation requirements;
2、插接槽、限位块和植筋套的设置,使得楼层板在与墙板连接位置设置有插接槽,直接将植筋焊接到植筋套内,不需要钻设开孔植筋,简化楼层板与墙板之间的连接步骤,提高楼层板与墙板之间的安装效率。2. The setting of the insertion slot, the limit block and the planting bar sleeve makes the floor slab have an insertion slot at the connection position with the wall panel, and the planting bar is directly welded into the planting bar sleeve without drilling holes and planting the reinforcement. , simplifies the connection steps between the floor board and the wall board, and improves the installation efficiency between the floor board and the wall board.
下面结合附图对本发明的具体实施方式作进一步详细的描述。The specific embodiments of the present invention will be described in further detail below with reference to the accompanying drawings.
附图说明Description of drawings
附图作为本申请的一部分,用来提供对本发明的进一步的理解,本发明的示意性实施例及其说明用于解释本发明,但不构成对本发明的不当限定。显然,下面描述中的附图仅仅是一些实施例,对于本领域普通技术人员来说,在不付出创造性劳动的前提下,还可以根据这些附图获得其他附图。在附图中:The accompanying drawings are used as a part of the present application to provide a further understanding of the present invention, and the exemplary embodiments of the present invention and their descriptions are used to explain the present invention, but do not constitute an improper limitation of the present invention. Obviously, the drawings in the following description are only some embodiments, and for those of ordinary skill in the art, other drawings can also be obtained from these drawings without any creative effort. In the attached image:
图1为本发明的安装结构示意图;Fig. 1 is the installation structure schematic diagram of the present invention;
图2为本发明中吊环以及固定套的结构示意图;Fig. 2 is the structural representation of the lifting ring and the fixing sleeve in the present invention;
图3为本发明中插接槽的局部放大结构示意图;Fig. 3 is the partial enlarged structural schematic diagram of the insertion slot in the present invention;
图4为本发明中楼层板的俯向剖视结构示意图。FIG. 4 is a schematic cross-sectional structural diagram of a floor slab in the present invention.
图中:1-楼层板;2-吊环;3-插接槽;4-预埋线管;5-固定套;6-螺纹槽; 7-螺柱;8-钢筋套;9-钢筋插槽;10-限位块;11-植筋套;12-纵向主筋;13- 横向分布筋;14-接线盒。In the picture: 1-floor slab; 2-hoisting ring; 3-insertion slot; 4-embedded pipe; 5-fixed sleeve; 6-threaded groove; 7-stud; 8-rebar sleeve; 9-rebar slot ; 10-limiting block; 11-planting reinforcement sleeve; 12-longitudinal main reinforcement; 13-transverse distribution reinforcement; 14-junction box.
需要说明的是,这些附图和文字描述并不旨在以任何方式限制本发明的构思范围,而是通过参考特定实施例为本领域技术人员说明本发明的概念。It should be noted that these drawings and written descriptions are not intended to limit the scope of the present invention in any way, but to illustrate the concept of the present invention to those skilled in the art by referring to specific embodiments.
具体实施方式Detailed ways
为使本发明实施例的目的、技术方案和优点更加清楚,下面将结合本发明实施例中的附图,对实施例中的技术方案进行清楚、完整地描述,以下实施例用于说明本发明,但不用来限制本发明的范围。In order to make the purposes, technical solutions and advantages of the embodiments of the present invention clearer, the technical solutions in the embodiments will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and the following embodiments are used to illustrate the present invention , but are not intended to limit the scope of the present invention.
实施例一Example 1
如图1-图4所示,一种便于吊运的装配式楼层饰面一体板,包括楼层板1、插接槽3和吊环2,楼层板1上侧四角设置有吊环2,楼层板1上侧四边侧一体成型有插接槽3,插接槽3内侧等间距一体成型有限位块10,限位块10之间的位置设置有植筋套11,吊环2下端设置有螺柱7,螺柱7外部设置有固定套5,固定套5内侧对应螺柱7位置开设有螺纹槽6,固定套5外侧设置有钢筋套8,钢筋套8内侧钻设有钢筋插槽9,固定套5、钢筋套8、钢筋插槽9、螺柱7和吊环2的设置,使得装配式楼层板在进行吊运之前,将固定套5与纵向主筋12 和横向分布筋13进行焊接固定,并浇筑混凝土成型为一体,根据使用需求调节吊环2位置,将吊环2通过螺柱7固定到相对应位置的螺纹槽6内,进而可以满足实际的吊运安装需求,插接槽3、限位块10和植筋套11的设置,使得楼层板在与墙板连接位置设置有插接槽3,直接将植筋焊接到植筋套11内,不需要钻设开孔植筋,简化楼层板与墙板之间的连接步骤,提高楼层板与墙板之间的安装效率。As shown in Figures 1 to 4, a prefabricated floor veneer integrated board that is easy to lift and transport includes a
如图1-图4所示,楼层板1下部内侧设置有纵向主筋12,纵向主筋12上侧垂直设置有横向分布筋13,楼层板1下部内侧内嵌有预埋线管4,预埋线管4 一端设置有接线盒14,接线盒14与预埋线管4插接,接线盒14与楼层板1浇筑成为一体结构,接线盒14与预埋线管4均为聚氯乙烯塑料制成,楼层板1最边侧的纵向主筋12两端与固定套5上的钢筋套8焊接,楼层板1另外两边侧的横向分布筋13与钢筋套8焊接,纵向主筋12和横向分布筋13可以使得楼层板的强度得到保证,预埋线管4的设置,可以方便线路穿设,接线盒14可以方便照明灯的固定安装,钢筋套8可以将纵向主筋12以及横向分布筋13与固定套5 进行有效连接固定,提高吊环2与楼层板1的连接强度。As shown in Figures 1 to 4, longitudinal
本例中,为了使得本装置可以方便吊运,当需要移动吊环2的位置时,将螺柱7旋转固定到设定位置的固定套5内,进而使得吊环2的位置得到调节,进而使得楼层板1的吊运安装步骤满足使用需求。In this example, in order to facilitate the lifting of the device, when the position of the
如图1-图4所示,其中插接槽3、限位块10和植筋套11可使得本发明获得一种较佳得具体方案为:先将装配式墙板垂直移动到楼层板1上侧插接槽3 的一侧,然后将植筋焊接到植筋套11内,并将装配式墙板固定到插接槽3内,通过限位块10可以将装配式墙板与楼层板1之间得到有效固定连接,不需要在楼层板1上钻孔植筋,简化楼层板1与装配式墙板之间的安装步骤,提高安装效率。As shown in Fig. 1-Fig. 4, wherein the
本例中,钢筋套8与固定套5焊接,钢筋套8之间成90度,螺柱7与固定套5通过螺纹槽6连接,横向分布筋13与纵向主筋12之间通过扎丝捆绑连接,吊环2与螺柱7焊接,预埋线管4与楼层板1浇筑成为一体结构,纵向主筋12 与横向分布筋13均为带肋钢筋,固定套5为不锈钢制成,植筋套11内嵌于楼层板1内侧,通过螺柱7可以将吊环2固定到固定套5内侧的螺纹槽6内,进而使得吊运装置可以方便对楼层板1的吊运安装,吊环2的安装位置可以根据使用需求设置在需要吊运位置的固定套5上。In this example, the
本例中,植筋套11下端与横向分布筋13焊接,植筋套11与楼层板1垂直,楼层板1为混凝土浇筑成型制成,插接槽3的宽度为100mm,插接槽3的深度为 50mm,纵向主筋12与楼层板1底侧之间的保护层厚度为30mm,楼层板1的厚度为150mm,楼层板1内侧铺设有防水层,植筋套11可以方便固定植筋,插接槽3的宽度和深度设置,使得装配式墙板与楼层板1之间连接固定,进而保证墙板的固定效果。In this example, the lower end of the
工作原理:先根据吊运点的需求,将吊环通过螺柱固定到设定好的固定套上的螺纹槽内,然后将吊钩挂在吊环上,进而可以将楼层板进行吊运施工作业,满足不同吊点位置的吊运需求,当需要将装配式墙板固定到楼层板1上时,先将装配式墙板垂直移动到楼层板1上侧插接槽3的一侧,然后将植筋焊接到植筋套11内,并将装配式墙板固定到插接槽3内,通过限位块10可以将装配式墙板与楼层板1之间得到有效固定连接,不需要在楼层板1上钻孔植筋,简化楼层板1与装配式墙板之间的安装步骤,提高安装效率。Working principle: First, according to the needs of the lifting point, the lifting ring is fixed to the threaded groove on the set fixing sleeve through the stud, and then the hook is hung on the lifting ring, and then the floor slab can be lifted and transported. To meet the lifting requirements of different lifting point positions, when the prefabricated wall panel needs to be fixed to the
以上所述仅是本发明的较佳实施例而已,并非对本发明作任何形式上的限制,虽然本发明已以较佳实施例揭露如上,然而并非用以限定本发明,任何熟悉本专利的技术人员在不脱离本发明技术方案范围内,当可利用上述提示的技术内容作出些许更动或修饰为等同变化的等效实施例,但凡是未脱离本发明技术方案的内容,依据本发明的技术实质对以上实施例所作的任何简单修改、等同变化与修饰,均仍属于本发明方案的范围内。The above descriptions are only preferred embodiments of the present invention, and are not intended to limit the present invention in any form. Although the present invention has been disclosed above with preferred embodiments, it is not intended to limit the present invention. Within the scope of the technical solution of the present invention, personnel can make some changes or modifications to equivalent examples of equivalent changes by using the above-mentioned technical content, but any content that does not depart from the technical solution of the present invention is based on the technical solution of the present invention. Substantially any simple modifications, equivalent changes and modifications made to the above embodiments still fall within the scope of the solutions of the present invention.
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113997389A (en) * | 2021-11-16 | 2022-02-01 | 苏州华昇建筑科技有限公司 | Prefabricated part forming die and prefabricated part processing method |
| CN115434467A (en) * | 2022-10-10 | 2022-12-06 | 南京旭浦建材科技有限公司 | Bidirectional structure bearing laminated slab convenient for die sinking |
| CN116329102A (en) * | 2023-03-14 | 2023-06-27 | 山东钢铁股份有限公司 | A comparison type steel dividing instrument platform |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111364658A (en) * | 2020-03-16 | 2020-07-03 | 西安市初元建设工程有限公司 | Environment-friendly construction method for prefabricated assembled concrete floor plate |
| CN213682827U (en) * | 2020-10-15 | 2021-07-13 | 金螳螂精装科技(苏州)有限公司 | Assembled floor veneer integrated board convenient to handling |
-
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- 2020-10-15 CN CN202011104964.2A patent/CN112127541A/en active Pending
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111364658A (en) * | 2020-03-16 | 2020-07-03 | 西安市初元建设工程有限公司 | Environment-friendly construction method for prefabricated assembled concrete floor plate |
| CN213682827U (en) * | 2020-10-15 | 2021-07-13 | 金螳螂精装科技(苏州)有限公司 | Assembled floor veneer integrated board convenient to handling |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113997389A (en) * | 2021-11-16 | 2022-02-01 | 苏州华昇建筑科技有限公司 | Prefabricated part forming die and prefabricated part processing method |
| CN115434467A (en) * | 2022-10-10 | 2022-12-06 | 南京旭浦建材科技有限公司 | Bidirectional structure bearing laminated slab convenient for die sinking |
| CN115434467B (en) * | 2022-10-10 | 2024-05-24 | 南京旭浦建材科技有限公司 | Bidirectional structure bearing superimposed sheet convenient to die sinking |
| CN116329102A (en) * | 2023-03-14 | 2023-06-27 | 山东钢铁股份有限公司 | A comparison type steel dividing instrument platform |
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