WO2018010522A1 - 一种新型叠合式剪力墙 - Google Patents

一种新型叠合式剪力墙 Download PDF

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Publication number
WO2018010522A1
WO2018010522A1 PCT/CN2017/088734 CN2017088734W WO2018010522A1 WO 2018010522 A1 WO2018010522 A1 WO 2018010522A1 CN 2017088734 W CN2017088734 W CN 2017088734W WO 2018010522 A1 WO2018010522 A1 WO 2018010522A1
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Prior art keywords
honeycomb
concrete
steel plate
hole
shear wall
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PCT/CN2017/088734
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English (en)
French (fr)
Inventor
夏军武
韩有民
徐博
谭永超
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China University of Mining and Technology CUMT
China University of Mining and Technology Beijing CUMTB
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China University of Mining and Technology CUMT
China University of Mining and Technology Beijing CUMTB
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Publication of WO2018010522A1 publication Critical patent/WO2018010522A1/zh
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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
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • 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
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • 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
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2/8623—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers and at least one form leaf being monolithic
    • E04B2/8629—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers and at least one form leaf being monolithic with both form leaves and spacers being monolithic
    • 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
    • E04C2/26—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups
    • E04C2/28—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups combinations of materials fully covered by groups E04C2/04 and E04C2/08

Definitions

  • the invention relates to a shear wall, and is particularly suitable for a novel laminated shear wall used for vertical bearing in a building structure.
  • a novel laminated shear wall of the present invention comprises a honeycomb perforated steel plate and a two-layer concrete bottom plate cast on the upper and lower sides of the honeycomb perforated steel plate, the concrete bottom plate being composed of concrete embedded with longitudinal steel bars.
  • the honeycomb perforated steel sheet is a corrugated steel sheet bent into a "several" shape, and the honeycomb perforated steel sheet comprises a web of "several" shape of a corrugated steel sheet and an outwardly extending flange on both sides.
  • the overhanging flange is bent 90 degrees to be horizontal, and when a plurality of honeycomb hole-type steel plates are spliced, the outrigger flanges on one side of the honeycomb hole-shaped steel plate are mutually protruded and protruded to each other to form a honeycomb hole-type
  • the steel plate member is below and fixed by concrete; the horizontal hole in the hollow hole of the honeycomb hole is coated with a plurality of horizontal steel bars, and the upper and lower flanges of the upper and lower parts of the honeycomb hole-shaped steel plate are respectively upper and lower
  • the concrete slab is poured and bonded, and the space between the two concrete slabs is filled with concrete filled, and the concrete is filled to seal the honeycomb hole-shaped steel plate.
  • honeycomb plate and the overhanging flange 5 of the honeycomb perforated steel sheet 2 are each provided with a honeycomb-shaped regularly distributed hollow hole, and the hollow hole is a hexagonal hole or a round hole; the outwardly extending flange 5
  • the steel plate on both sides of the corrugated steel plate is bent twice, so that the outer flange 5 forms an upwardly curved hook-like structure, and the horizontal steel bars 4 pass through the hollow hole when the plurality of honeycomb hole-shaped steel plates 2 are spliced, thereby improving The strength of the joint of the overhanging flange 5; the horizontal reinforcing steel 4 passes through the hollow of the honeycomb hole profiled steel plate 2
  • the hole is fixed by the position of the thin iron wire so as to be in close contact with the concrete slab 1 against the concrete slab; the position of the reinforcing hole fixed laterally on the honeycomb hole profiled steel plate 2 is close to the position of the web of the corrugated steel sheet, thereby effectively increasing the pore pressure of the honeycomb
  • the honeycomb profiled steel sheet which can be used in the present invention is provided with an outer flange on both sides, and the outer flange and the horizontal reinforcement can realize the rapid splicing of the honeycomb profiled steel sheets, and the honeycomb profiled steel sheet is extended.
  • the flange and the other prefabricated components are spliced, the splicing of the components is realized, the construction is simple, and no additional treatment is needed; and the support of the concrete slabs on the upper and lower sides of the honeycomb profiled steel plate is used to greatly reduce the support and erection.
  • the work of steel bars can achieve the purpose of rapid construction of shear walls, and the construction process is green and environmentally friendly;
  • honeycomb perforated steel plate of the present invention functions as a support, and the outer flange can function as a longitudinal reinforcing bar, and the web of the honeycomb perforated steel plate provides a strong shearing effect.
  • the in-concrete concrete and the perforated profiled steel plate are completely integrated.
  • the longitudinal reinforcement provided in the concrete slab and the horizontal reinforcement provided in the honeycomb perforated steel plate effectively improve the overall strength and reliability, and have good integrity and structure.
  • the honeycomb profiled steel sheet in the double-layer concrete prefabricated member of the present invention is a wave-shaped hollow steel plate, which ensures strength, economical efficiency, and high reliability while reducing material weight and usage.
  • FIG. 1 is a schematic structural view of a novel laminated shear wall of the present invention
  • FIG. 2 is a schematic structural view of a honeycomb perforated steel sheet according to the present invention.
  • Figure 3 is a schematic structural view of a double-layer concrete prefabricated member of the present invention.
  • Figure 4 is a schematic view showing the splicing of two double-layer concrete prefabricated members of the present invention.
  • Figure 5 is a detailed view of the construction of a novel laminated shear wall of the present invention.
  • the novel laminated shear wall of the present invention comprises a honeycomb perforated steel sheet 2 and a two-layer concrete bottom plate 1 cast on the upper and lower sides of the honeycomb perforated steel sheet 2, wherein the concrete bottom plate 1 is The concrete of the longitudinal reinforcing steel 3 is embedded.
  • the honeycomb extruded steel plate 2 is a corrugated steel sheet bent into a "several" shape, and the honeycomb perforated steel sheet 2 includes a "several" shape of a corrugated steel sheet.
  • the web and the two sides of the web are provided with an outer flange 5, and the outer flange 5 is bent 90 degrees to be horizontal.
  • honeycomb hole pressure is The outwardly extending flanges 5 on one side of the profiled steel plate 2 are mutually protruded and protruded below the two members of the honeycomb-pored profiled steel plate 2 which are spliced together and fixed by concrete; the hollow holes in the horizontal direction of the honeycomb-pored profiled steel plate 2 are worn through There are a plurality of horizontal steel bars 4, and the web outer flanges 5 of the upper and lower parts of the honeycomb hole-pressed steel plate 1 are respectively bonded to the upper and lower concrete slabs 1, and the space between the two concrete slabs 1 is filled with filling.
  • the concrete 6, filled with concrete 6, encloses the honeycomb perforated steel sheet 2.
  • honeycomb plate and the overhanging flange 5 of the honeycomb perforated steel sheet 2 are each provided with a honeycomb-shaped regularly distributed hollow hole, and the hollow hole is a hexagonal hole or a round hole; the outwardly extending flange 5
  • the steel plate on both sides of the corrugated steel plate is bent twice, so that the outer flange 5 forms an upwardly curved hook-like structure.
  • the horizontal steel bars 4 are spliced when the plurality of honeycomb-hole pressed steel plates 2 are spliced.
  • the horizontal reinforcing bar 4 passes through the hollow hole of the honeycomb hole profiled steel plate 2 and is fixed by the position of the thin iron wire so as to be in close contact with the concrete plate 1 against the concrete slab.
  • the position of the reinforcing hole of the steel bar which is laterally opened on the honeycomb-pored steel plate 2 is close to the position of the web of the corrugated steel sheet, and the strength of the honeycomb-pored steel plate 2 is effectively improved.
  • the honeycomb perforated steel plate 2 is a hollow hole with a regular distribution of the web and the flange, in order to ensure effective bonding of the concrete and the profiled steel plate, and can ensure a reasonable force requirement, and the hollow hole type can be Hexagonal holes, round holes or other holes are used, as shown in the examples.
  • the splicing of the prefabricated members is performed by bending the flanges 5 projecting from one side of the member and then extending to the other member, and then realizing the concrete by pouring concrete.
  • the horizontal reinforcing bars 4 are passed through the holes of the profiled steel plates, and are respectively horizontally placed on the concrete slab 1 disposed on both sides of the profiled steel plate.
  • the horizontal steel bars can be fixed on the honeycomb hole-type steel plate by fine wire during construction to prevent the position from being displaced during the pouring process.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Reinforcement Elements For Buildings (AREA)

Abstract

一种叠合式剪力墙，适用于工程建筑领域。它包括双层混凝土预制构件、水平钢筋（4）以及现浇混凝土（6）。所述双层混凝土预制构件是由蜂窝孔压型钢板（2）的两部分翼缘（5）分别与混凝土浇筑所成，且在混凝土中预埋纵向钢筋（3）。所述叠合式剪力墙是将双层混凝土预制构件进行拼接，通过蜂窝孔压型钢板（2）的孔洞穿插水平钢筋（4），再用现浇混凝土（6）整浇在一起。所述蜂窝孔压型钢板（2）既起到支撑的作用，且翼缘（5）能起到纵向钢筋的作用，腹板则提供较强的抗剪效果。该剪力墙能够实现快速施工成型，而不需要搭设模板，同时能大大减少架设钢筋的工作，且受力合理，具有较好的经济效益。

Description

一种新型叠合式剪力墙 技术领域
本发明涉及一种剪力墙，尤其适用于一种工程领域建筑结构中的竖向承重使用的新型叠合式剪力墙。
背景技术
在现有的叠合板式剪力墙中，由于多采用钢筋桁架或采用设置竖向钢筋和预埋钢筋进行整浇连接的方式，实现两层预制板和现浇混凝土的整浇粘接。前者通过钢筋桁架来和两层预制板浇筑操作较难，后者构造复杂且不便施工。目前尚没有一种能实现施工简便、拼接容易、受力合理的叠合式剪力墙结构。
目前国家在建筑行业大力推动钢结构的应用，特别是轻钢结构。冷弯薄壁钢板作为其中的一种，将其应用到剪力墙结构中，进一步促进轻钢结构的应用推广。
发明内容
针对上述技术的不足之处，提供一种结构简单，施工便利，支模和架设钢筋少，受力性能良好的新型叠合式剪力墙。
为实现上述目的，本发明的新型叠合式剪力墙，它包括蜂窝孔压型钢板和浇铸在蜂窝孔压型钢板上下的两层混凝土底板，所述混凝土底板为预埋纵向钢筋的混凝土构成，所述蜂窝孔压型钢板为弯折成“几”字形的波形薄钢板，所述蜂窝孔压型钢板包括波形薄钢板的“几”字形构成的腹板和两侧设有外伸翼缘，所述外伸翼缘弯折90度成为水平状，多个蜂窝孔压型钢板拼接时，蜂窝孔压型钢板一侧的外伸翼缘两两互相探出伸到相互拼接的蜂窝孔压型钢板构件处下方并通过混凝土固定；蜂窝孔压型钢板上的水平方向的镂空孔洞中穿有多根水平钢筋，蜂窝孔压型钢板的上下两部分的腹板外伸翼缘分别与上下两块混凝土板浇筑粘合，两层混凝土板之间的空间内充填有充填混凝土，充填混凝土将蜂窝孔压型钢板封闭起来。
所述蜂窝孔压型钢板2的腹板和外伸翼缘5上均开有蜂窝状规则分布的镂空孔洞，所述镂空孔洞为六边形孔或圆孔；所述的外伸翼缘5为波形薄钢板两侧边缘的钢板两次弯折构成，使外伸翼缘5形成向上翘的勾状结构，多个蜂窝孔压型钢板2拼接时水平钢筋4从镂空孔洞中穿过，提高外伸翼缘5拼接处的强度；所述水平钢筋4穿过蜂窝孔压型钢板2的镂空 孔洞并利用细铁丝固定位置，使其紧贴混凝土板1紧贴混凝土板；所述蜂窝孔压型钢板2上横向开的钢筋固定孔位置靠近波形薄钢板的腹板位置，有效提高蜂窝孔压型钢板2的强度。
有益效果：
(1)本发明能使用的蜂窝状压型钢板两侧设有外伸翼缘，利用外伸翼缘和水平钢筋能够实现将蜂窝状压型钢板两两快速拼接，通过蜂窝压型钢板外伸的翼缘和另一预制构件整浇，实现构件的拼接，施工简便，且不需额外做处理；并利用设在蜂窝状压型钢板上下两侧混凝土板模板支撑作用，大大减少支模和架设钢筋的工作，能够实现剪力墙快速施工成型的目的，施工过程绿色环保；
(2)本发明中所述蜂窝孔压型钢板既起到支撑的作用，且外伸翼缘能起到纵向钢筋的作用，蜂窝孔压型钢板的腹板则提供较强的抗剪效果，内浇混凝土和开孔的压型钢板完全融合，此外混凝土板内设置的纵向钢筋和蜂窝孔压型钢板中设置的水平钢筋有效提高了整体强度和可靠性，具有较好的整体性，结构受力合理；
(3)本发明中双层混凝土预制构件中的蜂窝状压型钢板为波浪形镂空钢板，在减少材料重量和使用量的情况下保证了强度，经济性高，可靠性高
附图说明
图1是本发明新型叠合式剪力墙的结构示意图；
图2是本发明所述蜂窝孔压型钢板的结构示意图；
图3是本发明双层混凝土预制构件的结构示意图；
图4是本发明两块双层混凝土预制构件的拼接示意图；
图5是本发明新型叠合式剪力墙构造详图。
图中：1-混凝土板，2-蜂窝孔压型钢板，3-纵向钢筋，4-水平钢筋，5-外伸翼缘，6-充填混凝土。
具体实施方式
下面结合附图和实施例对本发明进一步说明。
如图1和图2所示，本发明的新型叠合式剪力墙，它包括蜂窝孔压型钢板2和浇铸在蜂窝孔压型钢板2上下的两层混凝土底板1，所述混凝土底板1为预埋纵向钢筋3的混凝土构成，如图3所述蜂窝孔压型钢板2为弯折成“几”字形的波形薄钢板，所述蜂窝孔压型钢板2包括波形薄钢板的“几”字形构成的腹板和两侧设有外伸翼缘5，所述外伸翼缘5弯折90度成为水平状，如图4所示，多个蜂窝孔压型钢板2拼接时，蜂窝孔压型钢板2一侧的外伸翼缘5两两互相探出伸到相互拼接的蜂窝孔压型钢板2构件处下方并通过混凝土固定；蜂窝孔压型钢板2上的水平方向的镂空孔洞中穿有多根水平钢筋4，蜂窝孔压型钢板1的上下两部分的腹板外伸翼缘5分别与上下两块混凝土板1浇筑粘合，两层混凝土板1之间的空间内充填有充填混凝土6，充填混凝土6将蜂窝孔压型钢板2封闭起来。
所述蜂窝孔压型钢板2的腹板和外伸翼缘5上均开有蜂窝状规则分布的镂空孔洞，所述镂空孔洞为六边形孔或圆孔；所述的外伸翼缘5为波形薄钢板两侧边缘的钢板两次弯折构成，使外伸翼缘5形成向上翘的勾状结构，如图5所示，多个蜂窝孔压型钢板2拼接时水平钢筋4从镂空孔洞中穿过，提高外伸翼缘5拼接处的强度；所述水平钢筋4穿过蜂窝孔压型钢板2的镂空孔洞并利用细铁丝固定位置，使其紧贴混凝土板1紧贴混凝土板；所述蜂窝孔压型钢板2上横向开的钢筋固定孔位置靠近波形薄钢板的腹板位置，有效提高蜂窝孔压型钢板2的强度。
所述蜂窝孔压型钢板2为腹板和翼缘均开有规则分布的镂空孔洞，是为了保证混凝土和压型钢板得到有效粘结，且能保证合理的受力要求，镂空孔洞孔型可采用六边形孔、圆孔或其他孔型，诸如实施例所示。
所述预制构件的拼接是通过一侧构件外伸出的翼缘5弯折后伸到另一构件上，再通过整浇混凝土实现的。
所述的水平钢筋4是穿过压型钢板孔洞，分别水平紧贴布置在压型钢板两侧的混凝土板1处。施工时可用细铁丝将水平钢筋固定在蜂窝孔压型钢板上，防止浇筑过程中位置错动。

Claims (5)

  1. 一种叠合式剪力墙，其特征在于：它包括蜂窝孔压型钢板(2)和浇铸在蜂窝孔压型钢板(2)上下的两层混凝土底板(1)，所述混凝土底板(1)为预埋纵向钢筋(3)的混凝土构成，所述蜂窝孔压型钢板(2)为弯折成“几”字形的波形薄钢板，所述蜂窝孔压型钢板(2)包括波形薄钢板的“几”字形构成的腹板和两侧设有外伸翼缘(5)，所述外伸翼缘(5)弯折90度成为水平状，多个蜂窝孔压型钢板(2)拼接时，蜂窝孔压型钢板(2)一侧的外伸翼缘(5)两两互相探出伸到相互拼接的蜂窝孔压型钢板(2)构件处下方并通过混凝土固定；蜂窝孔压型钢板(2)上的水平方向的镂空孔洞中穿有多根水平钢筋(4)，蜂窝孔压型钢板(1)的上下两部分的腹板外伸翼缘(5)分别与上下两块混凝土板(1)浇筑粘合，两层混凝土板(1)之间的空间内充填有充填混凝土(6)，充填混凝土(6)将蜂窝孔压型钢板(2)封闭起来。
  2. 根据权利要求1所述叠合式剪力墙，其特征在于：所述蜂窝孔压型钢板(2)的腹板和外伸翼缘(5)上均开有蜂窝状规则分布的镂空孔洞，所述镂空孔洞为六边形孔或圆孔。
  3. 根据权利要求1所述叠合式剪力墙，其特征在于：所述的外伸翼缘(5)为波形薄钢板两侧边缘的钢板两次弯折构成，使外伸翼缘(5)形成向上翘的勾状结构，多个蜂窝孔压型钢板(2)拼接时水平钢筋(4)从镂空孔洞中穿过，提高外伸翼缘(5)拼接处的强度。
  4. 根据权利要求2或3所述叠合式剪力墙，其特征在于：所述水平钢筋(4)穿过蜂窝孔压型钢板(2)的镂空孔洞并利用细铁丝固定，使其紧贴混凝土板(1)紧贴混凝土板，并用细铁丝固定位置。
  5. 根据权利要求1所述叠合式剪力墙，其特征在于：所述蜂窝孔压型钢板(2)上横向开的钢筋固定孔位置靠近波形薄钢板的腹板位置，有效提高蜂窝孔压型钢板(2)的强度。
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Citations (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5551204A (en) * 1994-04-22 1996-09-03 Mayrand; Paul Composite structural steel wall reinforced with concrete and mold therefor
US6041561A (en) * 1997-08-22 2000-03-28 Wayne Leblang Self-contained molded pre-fabricated building panel and method of making the same
US20010008319A1 (en) * 1995-07-28 2001-07-19 Michael J. Kistner A method for making insulated pre-formed wall panels for attachment to like insulated pre-formed wall panels
CN101565983A (zh) * 2009-05-22 2009-10-28 郭生栋 一种压型钢板
CN102383513A (zh) * 2011-09-09 2012-03-21 邹剑强 混凝土增强压型钢板、组合楼板及其施工方法
CN202209018U (zh) * 2011-09-16 2012-05-02 山东万事达建筑钢品科技有限公司 一种建筑屋面用压型钢板
CN202248448U (zh) * 2011-09-09 2012-05-30 邹剑强 混凝土增强压型钢板
CN202577787U (zh) * 2012-03-27 2012-12-05 江苏银环新型建材科技有限公司 一种咬合结构的彩色压型钢板
CN102828573A (zh) * 2012-09-06 2012-12-19 江苏赛特钢结构有限公司 一种压型钢夹芯组合墙板
CN103953147A (zh) * 2014-04-29 2014-07-30 清华大学 拼装式钢筋桁架双向叠合板
CN204081289U (zh) * 2014-09-16 2015-01-07 河北骄阳丝网设备有限责任公司 一种压型钢板
CN204152075U (zh) * 2014-07-28 2015-02-11 陕西昊兴房屋工程有限公司 压型钢板复合板及具有复合板的屋面板、楼面板和墙面板
CN106049718A (zh) * 2016-07-15 2016-10-26 中国矿业大学 一种新型叠合式剪力墙
CN205954929U (zh) * 2016-07-15 2017-02-15 中国矿业大学 一种新型叠合式剪力墙

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH10110491A (ja) * 1996-10-07 1998-04-28 Oyo Kikaku:Kk 打ち込み型枠
CN2484365Y (zh) * 2001-06-11 2002-04-03 徐启龙 预铸墙的结构
CN102477781A (zh) * 2010-11-22 2012-05-30 初明进 一种装配整体式钢-混凝土叠合构件及其制造方法
CN204266444U (zh) * 2014-12-04 2015-04-15 森特士兴集团股份有限公司 一种压型钢板及组合楼板
CN104499625A (zh) * 2014-12-04 2015-04-08 森特士兴集团股份有限公司 一种压型钢板及组合楼板

Patent Citations (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5551204A (en) * 1994-04-22 1996-09-03 Mayrand; Paul Composite structural steel wall reinforced with concrete and mold therefor
US20010008319A1 (en) * 1995-07-28 2001-07-19 Michael J. Kistner A method for making insulated pre-formed wall panels for attachment to like insulated pre-formed wall panels
US6041561A (en) * 1997-08-22 2000-03-28 Wayne Leblang Self-contained molded pre-fabricated building panel and method of making the same
CN101565983A (zh) * 2009-05-22 2009-10-28 郭生栋 一种压型钢板
CN202248448U (zh) * 2011-09-09 2012-05-30 邹剑强 混凝土增强压型钢板
CN102383513A (zh) * 2011-09-09 2012-03-21 邹剑强 混凝土增强压型钢板、组合楼板及其施工方法
CN202209018U (zh) * 2011-09-16 2012-05-02 山东万事达建筑钢品科技有限公司 一种建筑屋面用压型钢板
CN202577787U (zh) * 2012-03-27 2012-12-05 江苏银环新型建材科技有限公司 一种咬合结构的彩色压型钢板
CN102828573A (zh) * 2012-09-06 2012-12-19 江苏赛特钢结构有限公司 一种压型钢夹芯组合墙板
CN103953147A (zh) * 2014-04-29 2014-07-30 清华大学 拼装式钢筋桁架双向叠合板
CN204152075U (zh) * 2014-07-28 2015-02-11 陕西昊兴房屋工程有限公司 压型钢板复合板及具有复合板的屋面板、楼面板和墙面板
CN204081289U (zh) * 2014-09-16 2015-01-07 河北骄阳丝网设备有限责任公司 一种压型钢板
CN106049718A (zh) * 2016-07-15 2016-10-26 中国矿业大学 一种新型叠合式剪力墙
CN205954929U (zh) * 2016-07-15 2017-02-15 中国矿业大学 一种新型叠合式剪力墙

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