WO2019100798A1 - 钢结构与混凝土结构相结合的装配式建筑结构及建造方法 - Google Patents

钢结构与混凝土结构相结合的装配式建筑结构及建造方法 Download PDF

Info

Publication number
WO2019100798A1
WO2019100798A1 PCT/CN2018/103133 CN2018103133W WO2019100798A1 WO 2019100798 A1 WO2019100798 A1 WO 2019100798A1 CN 2018103133 W CN2018103133 W CN 2018103133W WO 2019100798 A1 WO2019100798 A1 WO 2019100798A1
Authority
WO
WIPO (PCT)
Prior art keywords
steel
vertical hole
prefabricated
steel beam
profile
Prior art date
Application number
PCT/CN2018/103133
Other languages
English (en)
French (fr)
Inventor
黄昆
Original Assignee
黄昆
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by 黄昆 filed Critical 黄昆
Priority to AU2018282313A priority Critical patent/AU2018282313A1/en
Publication of WO2019100798A1 publication Critical patent/WO2019100798A1/zh

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38—Connections for building structures in general
    • E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38—Connections for building structures in general
    • E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
    • E04B2001/4192—Connecting devices specially adapted for embedding in concrete or masonry attached to concrete reinforcing elements, e.g. rods or wires

Definitions

  • the present application relates to the field of construction engineering technology, and in particular to a fabricated building structure and a construction method combining a steel structure and a concrete structure.
  • Modular buildings have been more and more widely used due to their simple production, convenient transportation and quick installation.
  • the existing modular building field due to the bearing capacity of the assembled wall and the overall structure of the assembled house.
  • the limited bearing capacity makes the height of the assembled house not too high, which limits the application of the prefabricated house and affects the development of the modular building industry.
  • the present application provides an assembled building structure and a construction method combining the steel structure and the concrete structure.
  • a prefabricated building structure combining a steel structure and a concrete structure comprising a wall structure formed by mutually assembling and connecting a plurality of prefabricated wall panels, wherein the prefabricated wall panel is provided with a plurality of structural support steel pipes vertically arranged vertically, the steel structure
  • the prefabricated building structure combined with the concrete structure further comprises a plurality of profile steels disposed at the upper end of the wall structure and fixedly connected with the structural support steel pipes in the prefabricated wall panels to form a steel structure together with the structural support steel pipes Beam.
  • a steel beam connecting steel plate connecting at least two profile steel beams Adjacent to the profile steel beam, a steel beam connecting steel plate connecting at least two profile steel beams is provided.
  • the profile steel beams are bridged over adjacent prefabricated wall panels to join adjacent prefabricated wall panels together.
  • the upper end of the structural support steel pipe is provided with a steel pipe connecting plate for fixed connection with the profile steel beam.
  • the profile steel beam is provided with a hydroelectric installation groove having an opening direction parallel to the horizontal direction along the longitudinal direction thereof, and the hydroelectric installation groove is provided with a support rib fixedly connected with the upper side wall and the lower side wall.
  • the profile steel beam is an I-beam or an H-beam.
  • the structural support steel pipe is provided with a vertical hole of a steel pipe penetrating up and down, and the steel beam of the profile is provided with a vertical hole of a steel beam which can communicate with the vertical hole of the steel pipe, and the assembly of the steel structure and the concrete structure is combined
  • the building structure further includes a floor plate installed above the profile steel beam, the floor plate is provided with a vertical hole of the floor plate communicating with the vertical hole of the steel beam, the vertical hole of the floor plate, the vertical hole of the steel beam and A connecting steel bar is inserted into the vertical hole of the steel pipe, and the floor slab is cast with the profile steel beam and the prefabricated wall plate by pouring grout into the vertical hole of the floor, the vertical hole of the steel beam and the vertical hole of the steel pipe. connection.
  • the present application also provides a prefabricated building house in which a steel structure is combined with a concrete structure, including a fabricated building structure in which a steel structure and a concrete structure as described above are combined.
  • the application also provides a method for constructing a fabricated building structure combining a steel structure and a concrete structure, comprising the following steps:
  • the connecting steel bar is inserted through the vertical hole of the steel pipe, the vertical hole of the steel beam and the vertical hole of the floor;
  • the method for constructing a prefabricated building structure in which the steel structure and the concrete structure are combined as described above further comprises the following steps between step b and step c:
  • At least two steel beams are connected together by a steel beam connecting steel plate at the joint of the adjacent profile steel beams.
  • This application installs profile steel beams at the upper end of the wall structure formed by the prefabricated wall panel assembly connection, and fixedly connects the profile steel beam with the structural support steel pipe in the prefabricated wall panel to form the steel together with the structural steel beam and the structural support steel pipe.
  • the structural frame serves as the basic frame of the prefabricated house, thereby greatly increasing the load-bearing strength of the prefabricated building using the assembled structure of the steel structure and the concrete structure. Therefore, compared with the conventional fabricated house, the present invention is adopted.
  • the prefabricated building of the prefabricated building structure combined with the steel structure and the concrete structure can be built higher, so that the modular building can also be applied to the field of high-rise buildings.
  • the steel structure constructed by the profile steel beam and the structural support steel pipe can effectively improve the overall bearing strength of the fabricated house. Therefore, compared with the traditional fabricated house, the assembled structure of the steel structure and the concrete structure is adopted.
  • the prefabricated wall panels of the building structure can be made of lighter materials, which facilitates transportation and saves construction costs, and has a high market prospect.
  • Figure 1 is a schematic view of a prefabricated wall panel
  • Figure 2 is a schematic view of the internal structure of the prefabricated wall panel
  • Figure 3 is a schematic view showing the structure of a prefabricated wall panel assembled to form a wall
  • Figure 4 is a structural schematic view 1 of the profile steel beam installed at the upper end of the wall structure
  • Figure 5 is a structural schematic view 2 of the profile steel beam installed at the upper end of the wall structure
  • Figure 6 is a structural schematic view 3 of the profile steel beam installed at the upper end of the wall structure
  • Figure 7 is a schematic view showing the structure of installing a steel beam connecting steel plate on a profile steel beam
  • Figure 8 is a schematic view showing the structure after laying the floor on the upper side of the profile steel beam.
  • the wall panel 1 is generally a concrete wall panel, and other lightweight wall panels can also be used.
  • the prefabricated wall panel 1 is provided with a plurality of structural support steel pipes 3 arranged vertically and vertically, as shown in FIG. 4 to FIG. As shown in FIG.
  • the prefabricated building structure in which the steel structure and the concrete structure are combined further includes a plurality of upper ends of the wall structure 2 and fixedly connected with the structural support steel pipe 3 in the prefabricated wall panel 1 to
  • the structural support steel pipes 3 together form a profile steel beam 4 of a steel structure building, and in order to further improve the connection stability between adjacent prefabricated wall panels 1, the profile steel beam 4 is bridged on the adjacent prefabricated wall panel 1 so that Adjacent prefabricated wall panels 1 are joined together.
  • the profile steel beam is mounted on the upper end of the wall structure formed by the prefabricated wall panel assembly connection, and the profile steel beam is fixedly connected with the structural support steel pipe in the prefabricated wall panel, so that the profile steel beam and the structural support steel pipe together form a steel structure frame as The basic frame of the prefabricated house, which greatly increases the load-bearing strength of the prefabricated building with the assembled structure of the steel structure and the concrete structure. Therefore, compared with the traditional fabricated house, the steel structure and concrete are used.
  • the prefabricated building with a combined structure and structure can be built higher, so that the modular building can also be applied to the high-rise building field, and the steel structure constructed by the profile steel beam and the structural support steel pipe can effectively improve the assembly.
  • the prefabricated wall panel of the prefabricated wall panel adopting the assembled structure of the steel structure and the concrete structure can be made of a lighter material, thereby It is easy to transport and saves construction costs, and has a very high market prospect.
  • adjacent joints of the profile steel beams 4 are provided with at least two profile steel beams 4 connected together.
  • a steel beam joining steel plate 7 may be provided on the upper side and/or the lower side of the profile steel beam 4 to stably connect the adjacent profile steel beams 4 together.
  • the upper end of the structural support steel pipe 3 is provided with a steel pipe connection plate 31 for fixed connection with the profile steel beam 4, and the steel pipe connection plate 31 can be provided.
  • the contact area of the structural support steel pipe 3 and the profile steel beam 4 is increased, and the profile steel beam 4 is easily welded to the steel pipe connection plate 31 to be welded to the structural support steel pipe 3.
  • the profile steel beam 4 is provided with an opening direction parallel to the horizontal direction along its length direction.
  • the water-electric mounting groove 41 is provided with a support rib 42 fixedly connected to the upper side wall and the lower side wall.
  • the profile steel beam 4 is an I-beam Or H-beam.
  • the structural support steel pipe 3 is provided with a vertically-opened steel pipe vertical hole 32, and the profile steel beam 4 is provided with a steel beam vertical hole 43 which can communicate with the steel pipe vertical hole 32, the steel structure and the concrete
  • the structurally assembled building structure further comprises a floor 5 mounted above the profile steel beam 4, the floor 5 being provided with a floor vertical hole 51 communicating with the steel beam vertical hole 43, in order to enable The floor slab 5, the profile steel beam 4 and the prefabricated wall panel 1 are firmly connected together, and the vertical hole 51 of the floor slab, the vertical hole 43 of the steel beam and the vertical hole 32 of the steel pipe are inserted with the connecting steel bars 6 and passed to the floor slab
  • the vertical hole 51, the steel beam vertical hole 43 and the vertical hole 32 of the steel pipe are cast grouting to connect the floor slab 5 with the profile steel beam 4 and the prefabricated wall panel 1.
  • the grouting material For high strength grouting.
  • the embodiment also provides a prefabricated building house in which a steel structure and a concrete structure are combined, including a prefabricated building structure in which a steel structure and a concrete structure as described above are combined.
  • the steel structure formed by the structural support steel pipe 3 and the profile steel beam 4 and the concrete and floor vertical holes 51 of the prefabricated wall panel 1, the vertical holes 43 of the steel beam and the grouting structure in the vertical hole 32 of the steel pipe make the steel structure and the concrete
  • the structure-assembled prefabricated building house integrally forms a concrete-and-steel structure, which has greater bearing strength than the conventional prefabricated house, so that the assembled structure combining the steel structure and the concrete structure as described above is adopted. Structured prefabricated houses can be built higher and have a wider range of applications.
  • the embodiment also provides a method for constructing a prefabricated building structure combining a steel structure and a concrete structure, comprising the following steps:
  • the profile steel beam 4 is installed at the upper end of the wall structure 2 and is fixedly connected with the structural support steel pipe 3 in the prefabricated wall panel 1 so that the profile steel beam 4 and the structural support steel pipe 3 together form a steel structure building.
  • the vertical beam 43 of the steel beam on the profile steel beam 4 is aligned with the vertical hole 32 of the steel pipe of the structural support steel pipe 3;
  • the connecting steel bar 6 is inserted into the vertical hole 32 of the steel pipe, the vertical hole 43 of the steel beam and the vertical hole 51 of the floor;
  • step b The following steps are further included between step b and step c:
  • At least two steel profiles 4 are joined together by a steel beam connecting steel plate 7 at the joint of the adjacent profile steel beams 4.
  • the profile steel beam is mounted on the upper end of the wall structure formed by the prefabricated wall panel assembly connection, and the profile steel beam is fixedly connected with the structural support steel pipe in the prefabricated wall panel, so that the profile steel beam and the structural support steel pipe together form a steel structure frame as
  • the basic frame of the prefabricated house greatly increases the load-bearing strength of the prefabricated building with the prefabricated building structure combined with the steel structure and the concrete structure. Therefore, the prefabricated building structure combining the steel structure and the concrete structure can be applied. In the field of high-rise buildings, the scope of application of modular buildings has been expanded.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Panels For Use In Building Construction (AREA)

Abstract

一种钢结构与混凝土结构相结合的装配式建筑结构，包括由若干预制墙板（1）相互装配连接形成的墙体结构（2），预制墙板（1）内设有若干上下竖向布置的结构支撑钢管（3），还包括设于墙体结构（2）上端并与预制墙板（1）内的结构支撑钢管（3）固定连接从而与结构支撑钢管（3）共同形成钢结构建筑的型材钢梁（4）。还提供一种包括该装配式建筑结构的建筑房屋以及该装配式建筑结构的建造方法。由此实现装配式房屋的高层化以及运输和建造成本的降低。

Description

钢结构与混凝土结构相结合的装配式建筑结构及建造方法 技术领域
本申请涉及建筑工程技术领域，尤其涉及钢结构与混凝土结构相结合的装配式建筑结构及建造方法。
 
 背景技术
模块化建筑由于其制作简单、运输方便和安装快捷等特点已经得到越来越广泛的应用，但是在现有的模块化建筑领域中，由于装配式墙体的承载能力以及装配式房屋整体搭建结构的承载强度有限，使得装配式房屋的房屋高度不能建太高，从而局限了装配式房屋的应用，影响了模块化建筑行业的发展。
 技术问题
为了提高装配式房屋整体搭建结构的承载强度，本申请提供了钢结构与混凝土结构相结合的装配式建筑结构及建造方法。
 
 技术解决方案
本申请由以下技术方案实现的：
钢结构与混凝土结构相结合的装配式建筑结构，包括由若干预制墙板相互装配连接形成的墙体结构，所述预制墙板内设有若干上下竖向布置的结构支撑钢管，所述钢结构与混凝土结构相结合的装配式建筑结构还包括若干设于所述墙体结构上端并与所述预制墙板内的结构支撑钢管固定连接从而与所述结构支撑钢管共同形成钢结构建筑的型材钢梁。
相邻所述型材钢梁的连接处设有将至少两根型材钢梁连接在一起的钢梁连接钢板。
所述型材钢梁跨接在相邻预制墙板上从而将相邻预制墙板连接在一起。
所述结构支撑钢管的上端设有用于与所述型材钢梁固定连接的钢管连接板。
所述型材钢梁上沿其长度方向设有开口方向平行于水平方向的水电安装槽，所述水电安装槽内设有与其上侧壁和下侧壁固定连接的支撑筋板。
所述型材钢梁为工字钢或H型钢。
所述结构支撑钢管设有上下贯穿的钢管竖向孔，所述型材钢梁上设有能与所述钢管竖向孔相通的钢梁竖向孔，所述钢结构与混凝土结构相结合的装配式建筑结构还包括安装于所述型材钢梁上方的楼板，所述楼板上设有与所述钢梁竖向孔相通的楼板竖向孔，所述楼板竖向孔、钢梁竖向孔和钢管竖向孔内插接有连接钢筋，并通过向楼板竖向孔、钢梁竖向孔和钢管竖向孔内浇注灌浆料使所述楼板与所述型材钢梁及所述预制墙板相连接。
本申请还提供了钢结构与混凝土结构相结合的装配式建筑房屋，包括如上所述的钢结构与混凝土结构相结合的装配式建筑结构。
本申请还提供了钢结构与混凝土结构相结合的装配式建筑结构的建造方法，包括如下步骤：
a、将若干预制墙板装配连接形成墙体结构；
b、将型材钢梁安装于所述墙体结构上端并与所述预制墙板内的结构支撑钢管固定连接使型材钢梁与结构支撑钢管共同形成钢结构建筑，同时所述型材钢梁上的钢梁竖向孔与结构支撑钢管的钢管竖向孔相对准；
c、在所述型材钢梁的上侧铺设楼板，并使楼板上的楼板竖向孔与所述钢梁竖向孔相对准；
d、将连接钢筋贯穿插接于钢管竖向孔、钢梁竖向孔和楼板竖向孔内；
e、向插接有同一连接钢筋的钢管竖向孔、钢梁竖向孔和楼板竖向孔内浇注灌浆料使预制墙板、型材钢梁与楼板固定连接。
如上所述的钢结构与混凝土结构相结合的装配式建筑结构的建造方法，在步骤b和步骤c之间还包括如下步骤：
b1、在相邻型材钢梁的连接处采用钢梁连接钢板将至少两根型材钢梁连接在一起。
 
 有益效果
与现有技术相比，本申请有如下优点：
1、本申请通过在由预制墙板装配连接形成的墙体结构上端安装型材钢梁，并将型材钢梁与预制墙板内的结构支撑钢管固定连接使型材钢梁与结构支撑钢管共同形成钢结构框架以作为装配式房屋的基础框架，从而大幅提高了采用本钢结构与混凝土结构相结合的装配式建筑结构的装配式房屋的承载强度，因此，与传统的装配式房屋相比，采用本钢结构与混凝土结构相结合的装配式建筑结构的装配式房屋可以建得更高，使模块化建筑也能适用于高层建筑领域中。
2、由于型材钢梁与结构支撑钢管共同构成的钢结构建筑能有效提高装配式房屋整体的承载强度，因此，与传统的装配式房屋相比，采用本钢结构与混凝土结构相结合的装配式建筑结构的装配式房屋其预制墙板可采用更轻的材料制成，从而便于运输以及节约建造成本，具有极高的市场前景。
 附图说明
为了更清楚地说明本申请实施例中的技术方案，下面将对实施例描述中所需要使用的附图作简单地介绍。
图1是预制墙板的示意图；
图2是预制墙板内部结构的示意图；
图3是预制墙板装配连接形成墙体结构示意图；
图4是型材钢梁安装在墙体结构上端的结构示意图一；
图5是型材钢梁安装在墙体结构上端的结构示意图二；
图6是型材钢梁安装在墙体结构上端的结构示意图三；
图7是在型材钢梁上安装钢梁连接钢板的结构示意图；
图8是在型材钢梁上侧铺设楼板后的结构示意图。
 
 本发明的最佳实施方式
如附图所示的钢结构与混凝土结构相结合的装配式建筑结构，包括由若干如图1所示的预制墙板1相互装配连接形成如图3所示的墙体结构2，所述预制墙板1一般为混凝土质墙板，也可采用其他轻质墙板，如图2所示，所述预制墙板1内设有若干上下竖向布置的结构支撑钢管3，如图4至图6所示，所述钢结构与混凝土结构相结合的装配式建筑结构还包括若干设于所述墙体结构2上端并与所述预制墙板1内的结构支撑钢管3固定连接从而与所述结构支撑钢管3共同形成钢结构建筑的型材钢梁4，为了进一步提高相邻的预制墙板1之间的连接稳定性，所述型材钢梁4跨接在相邻预制墙板1上从而将相邻预制墙板1连接在一起。通过在由预制墙板装配连接形成的墙体结构上端安装型材钢梁，并将型材钢梁与预制墙板内的结构支撑钢管固定连接使型材钢梁与结构支撑钢管共同形成钢结构框架以作为装配式房屋的基础框架，从而大幅提高了采用本钢结构与混凝土结构相结合的装配式建筑结构的装配式房屋的承载强度，因此，与传统的装配式房屋相比，采用本钢结构与混凝土结构相结合的装配式建筑结构的装配式房屋可以建得更高，使模块化建筑也能适用于高层建筑领域中，同时由于型材钢梁与结构支撑钢管共同构成的钢结构建筑能有效提高装配式房屋整体的承载强度，因此，与传统的装配式房屋相比，采用本钢结构与混凝土结构相结合的装配式建筑结构的装配式房屋其预制墙板可采用更轻的材料制成，从而便于运输以及节约建造成本，具有极高的市场前景。
进一步的，为了能使相邻的型材钢梁4稳固的连接在一起，如图7所示，相邻所述型材钢梁4的连接处设有将至少两根型材钢梁4连接在一起的钢梁连接钢板7，钢梁连接钢板7可设置在型材钢梁4的上侧和/或下侧以稳定的将相邻的型材钢梁4连接在一起。
为了便于将型材钢梁4固定连接如焊接在结构支撑钢管3上，所述结构支撑钢管3的上端设有用于与所述型材钢梁4固定连接的钢管连接板31，设置钢管连接板31能增大结构支撑钢管3与型材钢梁4的接触面积，并且便于将型材钢梁4焊接在钢管连接板31上从而焊接在结构支撑钢管3上。
本钢结构与混凝土结构相结合的装配式建筑结构在装配时，为了能够预留拉线空间以便于拉接水电线，所述型材钢梁4上沿其长度方向设有开口方向平行于水平方向的水电安装槽41，所述水电安装槽41内设有与其上侧壁和下侧壁固定连接的支撑筋板42，为了能实现上述技术效果，优选的，所述型材钢梁4为工字钢或H型钢。
所述结构支撑钢管3设有上下贯穿的钢管竖向孔32，所述型材钢梁4上设有能与所述钢管竖向孔32相通的钢梁竖向孔43，所述钢结构与混凝土结构相结合的装配式建筑结构还包括安装于所述型材钢梁4上方的楼板5，所述楼板5上设有与所述钢梁竖向孔43相通的楼板竖向孔51，为了能使楼板5、型材钢梁4以及预制墙板1稳固的连接在一起，所述楼板竖向孔51、钢梁竖向孔43和钢管竖向孔32内插接有连接钢筋6，并通过向楼板竖向孔51、钢梁竖向孔43和钢管竖向孔32内浇注灌浆料使所述楼板5与所述型材钢梁4及所述预制墙板1相连接，优选的，所述灌浆料为高强灌浆料。
本实施例还提供了钢结构与混凝土结构相结合的装配式建筑房屋，包括如上所述的钢结构与混凝土结构相结合的装配式建筑结构。通过结构支撑钢管3和型材钢梁4形成的钢结构以及预制墙板1的混凝土及楼板竖向孔51、钢梁竖向孔43和钢管竖向孔32内的灌浆料结构使钢结构与混凝土结构相结合的装配式建筑房屋整体形成混凝土加钢结构的建筑结构，与传统的装配式房屋相比具有更大的承载强度，使得采用如上所述的钢结构与混凝土结构相结合的装配式建筑结构的装配式房屋能建得更高，适用范围更广。
本实施例还提供了钢结构与混凝土结构相结合的装配式建筑结构的建造方法，包括如下步骤：
a、将若干预制墙板1装配连接形成墙体结构2；
b、将型材钢梁4安装于所述墙体结构2上端并与所述预制墙板1内的结构支撑钢管3固定连接使型材钢梁4与结构支撑钢管3共同形成钢结构建筑，同时所述型材钢梁4上的钢梁竖向孔43与结构支撑钢管3的钢管竖向孔32相对准；
c、在所述型材钢梁4的上侧铺设楼板5，并使楼板5上的楼板竖向孔51与所述钢梁竖向孔43相对准；
d、将连接钢筋6贯穿插接于钢管竖向孔32、钢梁竖向孔43和楼板竖向孔51内；
e、向插接有同一连接钢筋6的钢管竖向孔32、钢梁竖向孔43和楼板竖向孔51内浇注灌浆料使预制墙板1、型材钢梁4与楼板5固定连接。
在步骤b和步骤c之间还包括如下步骤：
b1、在相邻型材钢梁4的连接处采用钢梁连接钢板7将至少两根型材钢梁4连接在一起。
本实施例工作原理如下：
通过在由预制墙板装配连接形成的墙体结构上端安装型材钢梁，并将型材钢梁与预制墙板内的结构支撑钢管固定连接使型材钢梁与结构支撑钢管共同形成钢结构框架以作为装配式房屋的基础框架，从而大幅提高了采用本钢结构与混凝土结构相结合的装配式建筑结构的装配式房屋的承载强度，因此，本钢结构与混凝土结构相结合的装配式建筑结构能应用在高层建筑领域上，从而扩大了模块化建筑的适用范围。
如上所述是结合具体内容提供的一种实施方式，并不认定本申请的具体实施只局限于这些说明。凡与本申请的方法、结构等近似、雷同，或是对于本申请构思前提下做出若干技术推演或替换，都应当视为本申请的保护范围。
 

Claims (10)

  1.  钢结构与混凝土结构相结合的装配式建筑结构，包括由若干预制墙板（1）相互装配连接形成的墙体结构（2），所述预制墙板（1）内设有若干上下竖向布置的结构支撑钢管（3），其特征在于，所述钢结构与混凝土结构相结合的装配式建筑结构还包括若干设于所述墙体结构（2）上端并与所述预制墙板（1）内的结构支撑钢管（3）固定连接从而与所述结构支撑钢管（3）共同形成钢结构建筑的型材钢梁（4）。
     
     
  2. 根据权利要求1所述的钢结构与混凝土结构相结合的装配式建筑结构，其特征在于，相邻所述型材钢梁（4）的连接处设有将至少两根型材钢梁（4）连接在一起的钢梁连接钢板（7）。
     
     
  3. 根据权利要求1所述的钢结构与混凝土结构相结合的装配式建筑结构，其特征在于，所述型材钢梁（4）跨接在相邻预制墙板（1）上从而将相邻预制墙板（1）连接在一起。
     
     
  4. 根据权利要求1所述的钢结构与混凝土结构相结合的装配式建筑结构，其特征在于，所述结构支撑钢管（3）的上端设有用于与所述型材钢梁（4）固定连接的钢管连接板（31）。
     
     
  5. 根据权利要求1所述的钢结构与混凝土结构相结合的装配式建筑结构，其特征在于，所述型材钢梁（4）上沿其长度方向设有开口方向平行于水平方向的水电安装槽（41），所述水电安装槽（41）内设有与其上侧壁和下侧壁固定连接的支撑筋板（42）。
     
     
  6. 根据权利要求5所述的钢结构与混凝土结构相结合的装配式建筑结构，其特征在于，所述型材钢梁（4）为工字钢或H型钢。
     
     
  7. 根据权利要求1所述的钢结构与混凝土结构相结合的装配式建筑结构，其特征在于，所述结构支撑钢管（3）设有上下贯穿的钢管竖向孔（32），所述型材钢梁（4）上设有能与所述钢管竖向孔（32）相通的钢梁竖向孔（43），所述钢结构与混凝土结构相结合的装配式建筑结构还包括安装于所述型材钢梁（4）上方的楼板（5），所述楼板（5）上设有与所述钢梁竖向孔（43）相通的楼板竖向孔（51），所述楼板竖向孔（51）、钢梁竖向孔（43）和钢管竖向孔（32）内插接有连接钢筋（6），并通过向楼板竖向孔（51）、钢梁竖向孔（43）和钢管竖向孔（32）内浇注灌浆料使所述楼板（5）与所述型材钢梁（4）及所述预制墙板（1）相连接。
     
     
  8. 钢结构与混凝土结构相结合的装配式建筑房屋，其特征在于，包括如权利要求1—7任一项所述的钢结构与混凝土结构相结合的装配式建筑结构。
     
     
  9. 钢结构与混凝土结构相结合的装配式建筑结构的建造方法，其特征在于，包括如下步骤：
    a、将若干预制墙板（1）装配连接形成墙体结构（2）；
    b、将型材钢梁（4）安装于所述墙体结构（2）上端并与所述预制墙板（1）内的结构支撑钢管（3）固定连接使型材钢梁（4）与结构支撑钢管（3）共同形成钢结构建筑，同时所述型材钢梁（4）上的钢梁竖向孔（43）与结构支撑钢管（3）的钢管竖向孔（32）相对准；
    c、在所述型材钢梁（4）的上侧铺设楼板（5），并使楼板（5）上的楼板竖向孔（51）与所述钢梁竖向孔（43）相对准；
    d、将连接钢筋（6）贯穿插接于钢管竖向孔（32）、钢梁竖向孔（43）和楼板竖向孔（51）内；
    e、向插接有同一连接钢筋（6）的钢管竖向孔（32）、钢梁竖向孔（43）和楼板竖向孔（51）内浇注灌浆料使预制墙板（1）、型材钢梁（4）与楼板（5）固定连接。
     
     
  10. 根据权利要求9所述的钢结构与混凝土结构相结合的装配式建筑结构的建造方法，其特征在于，在步骤b和步骤c之间还包括如下步骤：
    b1、在相邻型材钢梁（4）的连接处采用钢梁连接钢板（7）将至少两根型材钢梁（4）连接在一起。
     
     
     
     
PCT/CN2018/103133 2017-11-27 2018-08-30 钢结构与混凝土结构相结合的装配式建筑结构及建造方法 WO2019100798A1 (zh)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AU2018282313A AU2018282313A1 (en) 2017-11-27 2018-08-30 Assembled building structure with combination of steel structure and concrete structure and construction method thereof

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CN201711209160.7A CN107905385A (zh) 2017-11-27 2017-11-27 钢结构与混凝土结构相结合的装配式建筑结构及建造方法
CN201711209160.7 2017-11-27

Publications (1)

Publication Number Publication Date
WO2019100798A1 true WO2019100798A1 (zh) 2019-05-31

Family

ID=61848969

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/CN2018/103133 WO2019100798A1 (zh) 2017-11-27 2018-08-30 钢结构与混凝土结构相结合的装配式建筑结构及建造方法

Country Status (3)

Country Link
CN (1) CN107905385A (zh)
AU (1) AU2018282313A1 (zh)
WO (1) WO2019100798A1 (zh)

Families Citing this family (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107905385A (zh) * 2017-11-27 2018-04-13 黄昆 钢结构与混凝土结构相结合的装配式建筑结构及建造方法
CN110714527A (zh) * 2019-09-28 2020-01-21 江苏宝力重工科技有限公司 一种集成装配式钢结构建筑
CN112177168A (zh) * 2020-10-20 2021-01-05 广东草根民墅房屋制造有限公司 预制装配式建筑的连接构造
CN112814139A (zh) * 2021-01-05 2021-05-18 深圳市宝晟建设集团有限公司 一种装配式钢结构建筑
CN114541593A (zh) * 2021-12-03 2022-05-27 湖南中富杭萧建筑科技股份有限公司 一种预埋式钢结构支撑底座
CN115182442A (zh) * 2022-07-14 2022-10-14 中国建筑第五工程局有限公司 钢梁与钢管混凝土束组合构件
CN114960928B (zh) * 2022-07-29 2024-06-28 青岛地质工程勘察院(青岛地质勘查开发局) 用于装配式建筑的拼装结构及其拼装方法

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN204252269U (zh) * 2014-11-17 2015-04-08 山东新世纪市政工程股份有限公司 一种预制钢结构一体化装配式绿色建筑构件组合装配单元
CN205063100U (zh) * 2015-11-03 2016-03-02 新疆电力工程监理有限责任公司 一种防火墙及防火墙系统
US20170145708A1 (en) * 2015-11-24 2017-05-25 Sheng-Liang Chen Assembled house
CN206625404U (zh) * 2017-03-29 2017-11-10 天津大学 一种带型钢支撑的钢管混凝土排柱剪力墙
CN107905385A (zh) * 2017-11-27 2018-04-13 黄昆 钢结构与混凝土结构相结合的装配式建筑结构及建造方法
CN207646886U (zh) * 2017-11-27 2018-07-24 黄昆 钢结构与混凝土结构相结合的装配式建筑结构

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3124515B2 (ja) * 1997-08-25 2001-01-15 ドーピー建設工業株式会社 建物の耐震補強構造
US20080245013A1 (en) * 2003-10-30 2008-10-09 Geoffrey Carlisle Building Formwork Module for Use in a Modular Concrete Formwork System
CN101806095B (zh) * 2010-03-15 2012-01-11 中山市快而居房屋预制件有限公司 一种全预制装配整体式钢筋混凝土房屋及其建造方法
CN205894364U (zh) * 2016-06-08 2017-01-18 黄昆 预制式墙体及预制式房屋建筑
CN106337500A (zh) * 2016-08-29 2017-01-18 北京工业大学 模块化装配式钢结构房屋建筑体系
CN106677378A (zh) * 2016-12-14 2017-05-17 北京工业大学 装配式预制外挂墙体可控滑移节点
CN106869325A (zh) * 2017-02-17 2017-06-20 北京工业大学 一种可恢复功能的装配式槽钢开洞梁柱节点连接装置
CN107268839A (zh) * 2017-08-03 2017-10-20 青岛理工大学 装配式半嵌半挂外墙板保温结构

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN204252269U (zh) * 2014-11-17 2015-04-08 山东新世纪市政工程股份有限公司 一种预制钢结构一体化装配式绿色建筑构件组合装配单元
CN205063100U (zh) * 2015-11-03 2016-03-02 新疆电力工程监理有限责任公司 一种防火墙及防火墙系统
US20170145708A1 (en) * 2015-11-24 2017-05-25 Sheng-Liang Chen Assembled house
CN206625404U (zh) * 2017-03-29 2017-11-10 天津大学 一种带型钢支撑的钢管混凝土排柱剪力墙
CN107905385A (zh) * 2017-11-27 2018-04-13 黄昆 钢结构与混凝土结构相结合的装配式建筑结构及建造方法
CN207646886U (zh) * 2017-11-27 2018-07-24 黄昆 钢结构与混凝土结构相结合的装配式建筑结构

Also Published As

Publication number Publication date
AU2018282313A1 (en) 2019-06-13
CN107905385A (zh) 2018-04-13

Similar Documents

Publication Publication Date Title
WO2019100798A1 (zh) 钢结构与混凝土结构相结合的装配式建筑结构及建造方法
KR102079008B1 (ko) 단부모멘트 및 휨 저항력이 보강된 보와 기둥의 이-지(ez) 결합구조
CN109372186B (zh) 具有钢管混凝土分肢组合异形柱及减震墙的装配框架体系
KR101174548B1 (ko) 콘크리트충전 강관기둥 시스템
CN103967133B (zh) 矩形钢管混凝土柱与h型钢梁栓焊混合连接节点
CN109797871B (zh) 支撑角钢连接的双钢板组合剪力墙与组合楼板连接节点
WO2016004887A1 (zh) 一种轻钢结构住宅框架体系
CN103276795B (zh) 钢-混凝土板柱结构体系
CN106812235B (zh) 一种装配式板柱钢结构体系
CN103114733A (zh) 矩形钢管混凝土柱钢梁下栓上焊外肋环板节点施工方法
CN202767251U (zh) 带外环肋的内隔板式方钢管混凝土柱与钢梁节点
CN114033047B (zh) 模块化钢-混凝土组合结构及施工方法
CN110565802A (zh) 钢管束组合剪力墙与钢梁连接节点
CN104947837A (zh) 一种预制装配式钢筋桁架组合楼板及其拼接方法
CN113062476A (zh) 一种重载大跨度组合梁-柱结构及施工方法
CN108571169B (zh) 工厂预制钢砼叠合剪力墙装配式建筑施工方法
KR100939970B1 (ko) 건축물의 복합보 공법 및 그 구조
CN207812741U (zh) 预制钢构叠合剪力墙
CN106760038A (zh) 一种t型预制混凝土剪力墙及其干式施工连接方法
CN217480511U (zh) 一种模块化多层墙－板－梁全装配式连接节点
CN108104263A (zh) 一种新型装配式钢-再生混凝土混合框架结构体系
KR101373262B1 (ko) 연결판 교차식 콘크리트 충전 강관기둥
CN210976073U (zh) 钢管束组合剪力墙与钢梁连接节点
CN104878863B (zh) 一种轻质组合楼板的施工方法
CN204728549U (zh) 一种轻质组合楼板

Legal Events

Date Code Title Description
ENP Entry into the national phase

Ref document number: 2018282313

Country of ref document: AU

Date of ref document: 20180830

Kind code of ref document: A

121 Ep: the epo has been informed by wipo that ep was designated in this application

Ref document number: 18881217

Country of ref document: EP

Kind code of ref document: A1

NENP Non-entry into the national phase

Ref country code: DE

122 Ep: pct application non-entry in european phase

Ref document number: 18881217

Country of ref document: EP

Kind code of ref document: A1

32PN Ep: public notification in the ep bulletin as address of the adressee cannot be established

Free format text: NOTING OF LOSS OF RIGHTS PURSUANT TO RULE 112(1) EPC (EPO FORM 1205A DATED 01/12/2020)

122 Ep: pct application non-entry in european phase

Ref document number: 18881217

Country of ref document: EP

Kind code of ref document: A1