WO2019100797A1 - 钢结构与混凝土结构相结合的装配式建筑墙体及建筑房屋 - Google Patents

钢结构与混凝土结构相结合的装配式建筑墙体及建筑房屋 Download PDF

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Publication number
WO2019100797A1
WO2019100797A1 PCT/CN2018/103132 CN2018103132W WO2019100797A1 WO 2019100797 A1 WO2019100797 A1 WO 2019100797A1 CN 2018103132 W CN2018103132 W CN 2018103132W WO 2019100797 A1 WO2019100797 A1 WO 2019100797A1
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Prior art keywords
wall
structural support
steel pipe
connecting groove
support steel
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PCT/CN2018/103132
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English (en)
French (fr)
Inventor
黄昆
Original Assignee
黄昆
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Application filed by 黄昆 filed Critical 黄昆
Priority to AU2018298511A priority Critical patent/AU2018298511A1/en
Publication of WO2019100797A1 publication Critical patent/WO2019100797A1/zh

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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
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • 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
    • 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
    • E04C2/38—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 with attached ribs, flanges, or the like, e.g. framed panels

Definitions

  • the present application relates to the field of construction engineering technology, and in particular to a fabricated building wall and a building house combined with a steel structure and a concrete structure.
  • the present application provides a fabricated building wall combined with a steel structure and a concrete structure and a building using the same. houses.
  • a prefabricated building wall combined with a steel structure and a concrete structure comprising a wall panel body, wherein the wall panel body is provided with at least two structurally supporting steel tubes arranged along the left and right lateral direction and vertically arranged vertically, and along the left and right lateral directions and the respective structures.
  • a transverse tie rib that supports the steel pipe to be fixed to pull the structural support steel pipes together.
  • the transverse tie bars have at least two and are respectively fixed to the upper end and the lower end of the structural support steel pipe.
  • a diagonally-drawn rib is fixed between two adjacent structural support steel pipes, one end of the diagonal rib is fixed to an upper end of a structural support steel pipe, and the other end of the diagonal rib is fixed to another structural support steel pipe Lower end.
  • the upper end and the lower end of the structural support steel pipe are respectively fixed with a steel pipe rib, and the horizontal tie rib and the diagonal rib are fixed to the steel rib plate.
  • the left end and/or the right end of the wall panel body are provided with wall end connecting grooves arranged vertically upward and downward, and the wall end connecting grooves of the two wall plate bodies are butted to form a connecting cavity, and two concrete bodies are poured in the connecting cavity to make two
  • the wall end connecting grooves are connected to each other, and the side wall of the wall end connecting groove is provided with a plurality of bayonet ports from top to bottom, and the wall end connecting groove is provided with a card inserted into the bayonet port and the two ends are opposite to the wall U-shaped ribs extending inside the plate.
  • the structural support steel pipe is disposed in the wall panel near the wall end connecting groove, and the wall plate body is further provided with a plurality of steel wire sleeves which are sleeved on the structural support steel pipe near the wall end connecting groove.
  • the other end of the wire rope extends through the wall end connection groove to the outside of the wall plate and forms an annular sleeve.
  • a wall connecting groove corresponding to the structural support steel pipe on the front side and/or the rear side of the wall panel body which can be connected with the wall end connecting groove on the other wall panel body to form a connecting cavity
  • connecting the wall end connecting groove to the wall connecting groove by pouring concrete in the connecting cavity, and the structural supporting steel pipe corresponding to the wall connecting groove is sleeved through the wall from the top to the bottom
  • the connecting groove extends to the outside of the wall panel and forms a wire loop of the annular sleeve.
  • the wall panel further includes a steel mesh disposed on a front side and/or a rear side of the structural support steel pipe, and the steel mesh is provided with truss steel bars extending along a height direction of the structural support steel pipe.
  • the present application also provides a prefabricated building house in which a steel structure and a concrete structure are combined, including a fabricated building wall in which a steel structure and a concrete structure as described above are combined.
  • the application structurally supports the steel pipe in the assembled building wall by combining the steel structure and the concrete structure by setting the transverse ribs, so that the structural support steel pipe forms an integral structure through the transverse ribs, thereby improving the building wall.
  • the load bearing performance and support strength of the body Compared with the traditional fabricated building wall, the manufacturer can set less steel bars or cast less concrete in the wall during production, which can ensure or even improve the load-bearing performance and support strength of the wall, which is beneficial to the wall. Reduce construction costs and increase production efficiency.
  • Figure 1 is a schematic view showing the internal structure of a prefabricated building wall combined with a steel structure and a concrete structure;
  • FIG. 2 is a partially enlarged schematic view showing the internal structure of a prefabricated building wall combined with a steel structure and a concrete structure;
  • Figure 3 is a partially enlarged schematic view showing the internal structure of the assembled building wall combined with the steel structure and the concrete structure;
  • Figure 4 is a schematic view of the separation of a layer of steel mesh of Figure 1;
  • Figure 5 is a schematic view of the wall forming of the concrete after pouring concrete of Figure 1.
  • a prefabricated building wall body combined with a steel structure and a concrete structure as shown in the accompanying drawings comprising a wall panel body 1 having at least two structures arranged laterally in the left and right direction and vertically arranged in the vertical direction
  • the support steel pipe 2 and the transverse tie bars 3 which are fixed to the respective structural support steel pipes 2 in the lateral direction to pull the respective structural support steel pipes 2 together.
  • the structural support steel pipe in the prefabricated building wall which combines the steel structure and the concrete structure by the lateral pulling ribs is pulled together, so that the structural support steel pipe forms an integral structure through the transverse ribs, thereby improving the steel structure and the concrete.
  • the transverse tie bars 3 are at least two, and are respectively fixed to the upper end and the lower end of the structural support steel pipe 2, and the transverse tie bars 3 fixed to the upper end and the lower end of the structural support steel pipe 2 can be combined with the structure.
  • the support steel pipe 2 forms a frame structure, thereby further improving the overall load-bearing performance and support strength of the wall and improving the stability of the overall wall.
  • the two adjacent structural supporting steel pipes 2 are fixed with a diagonal rib 4, and one end of the diagonal rib 4 is fixed to the upper end of a structural supporting steel pipe 2, The other end of the diagonal rib 4 is fixed to the lower end of the other structural support steel pipe 2.
  • at least two diagonal ribs 4 between the two adjacent structural support steel pipes 2 are supported by two adjacent structures.
  • the cross-structure is formed between the steel pipes 2, and the diagonally-stretched ribs 4 formed between the two adjacent structural support steel pipes 2 can further improve the overall support stability of the wall.
  • the upper and lower ends of the structural support steel pipe 2 are fixed with a steel rib 5, and the transverse rib 3 is welded by The lower side of the steel tube rib 5 and the diagonal rib 4 are welded to the front side or the rear side of the steel rib 5 to fix the transverse rib 3 and the diagonal rib 4 to the steel rib 5 on.
  • the left end and/or the right end of the wall panel 1 are provided with wall connecting grooves 6 arranged vertically upward and downward, two The wall panel body 1 is formed by abutting the wall end connecting grooves 6 to form a connecting cavity, and the two wall end connecting grooves 6 are connected by pouring concrete in the connecting cavity, and the structure is simple, and the connection between the wall bodies is facilitated. And the connection effect is stable.
  • the side wall of the wall end connecting groove 6 is provided with a plurality of bayonet 61 from top to bottom, and the wall end is connected to the slot 6.
  • a U-shaped rib 62 is disposed in the bayonet 61 and extends from the two ends to the wall panel 1 .
  • the U-shaped rib 62 is fastened to the wall connecting groove 6 and extends like a wall panel.
  • the body 1 thus secures the wall end connection groove 6 to the wall panel body 1 while the U-shaped rib 62 also forms a rib sleeve with the wall end connection groove 6.
  • the structural support steel pipe 2 is disposed in the wall plate body 1 adjacent to the wall end connecting groove 6.
  • the wall panel body 1 is further provided with a plurality of steel wire ropes 7 which are fastened on the structural support steel pipe 2 adjacent to the wall end connecting groove 6, and the other end of the steel wire rope 7 passes through the wall.
  • the end connecting groove 6 extends to the outside of the wall plate body 1 and forms an annular sleeve, and the wall end connecting groove 6 of the assembled building wall body combined with the concrete structure and the concrete structure is connected to form a connecting cavity, the steel wire rope 7 can be vertically dislocated with the rib sleeve formed by the U-shaped rib 62 and the wall connecting groove 6 to form a vertical jack, and inserted into the vertical jack through a vertical rib to stabilize the two walls Interconnected.
  • the front side and/or the rear side of the wall panel body 1 corresponds to the structural support steel pipe 2
  • a wall connecting groove 8 capable of abutting the wall end connecting groove 6 on the other wall panel 1 to form a connecting cavity is provided, and the wall connecting groove 8 is provided on the front side and/or the rear side of the wall panel body 1
  • the wall panel body 1 can be connected to the other wall panel body through the wall joint groove in addition to the wall end connection groove 6 at the left and right ends, thereby improving the assembly flexibility, and further, the wall end is made by pouring concrete in the connection cavity.
  • the connecting groove 6 is connected to the wall connecting groove 8, and at the same time, in order to further improve the connection stability of the wall connecting groove 8 and the wall connecting groove 6, the structure supporting the steel pipe 2 corresponding to the wall connecting groove 8
  • a wire rope 7 extending through the wall connecting groove 8 to the outside of the wall panel 1 and forming an annular sleeve is also provided from top to bottom.
  • the wall panel body 1 further includes a reinforcing mesh 9 disposed on the front side and/or the rear side of the structural supporting steel pipe 2, since the steel pipe 2 is supported in the structure
  • the transverse ribs 3 are disposed on the upper side, so that the density of the reinforcing mesh 9 in the wall can be set lower than that of the conventional assembled wall, thereby contributing to saving construction materials.
  • the reinforcing mesh 9 A truss reinforcement 10 extending in the height direction of the structural support steel pipe 2 is provided.
  • the embodiment also discloses a fabricated building house in which a steel structure and a concrete structure are combined, and a fabricated building wall body in which the steel structure and the concrete structure are combined as described above.
  • the structural support steel pipe in the prefabricated building wall body which is combined with the concrete structure by pulling the transverse ribs on the structural support steel pipe is pulled together, so that the structural support steel pipe forms an integral structure through the transverse ribs, thereby Improve the load-bearing performance and support strength of the building wall.
  • the manufacturer can set less steel bars or cast less concrete in the wall during production to ensure or even improve the load-bearing performance and support strength of the wall, which is beneficial to reduce Construction costs increase production efficiency.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

钢结构与混凝土结构相结合的装配式建筑墙体及建筑房屋，该装配式建筑墙体包括墙板体(1)，墙板体(1)内设有至少两根沿左右横向排列且沿上下竖向布置的结构支撑钢管(2)以及沿左右横向与各个结构支撑钢管(2)相固接从而将各个结构支撑钢管(2)拉结在一起的横向拉结筋(3)。该建筑房屋包括该装配式建筑墙体。通过设置横向拉结筋(3)将墙体内的结构支撑钢管(2)拉结在一起，使结构支撑钢管(2)形成一体结构，从而保证甚至提高了墙体的承重性能和支撑强度，降低了成本，提高了生产效益。

Description

钢结构与混凝土结构相结合的装配式建筑墙体及建筑房屋
 
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墙体及建筑房屋。
 
 背景技术
现有的一些应用于装配式建筑领域的建筑墙体，为了保证或提高墙体的支撑强度和稳定性，需要在墙体内设置较多建筑材料如设置较多的钢筋或浇注较多的混凝土，这样不利于降低建造成本。
 技术问题
为了在节省建筑材料从而节省建造成本的同时仍能保持甚至提高建筑墙体的承重性能和支撑强度，本申请提供了钢结构与混凝土结构相结合的装配式建筑墙体及应用该墙体的建筑房屋。
 
 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墙体，包括墙板体，所述墙板体内设有至少两根沿左右横向排列且沿上下竖向布置的结构支撑钢管以及沿左右横向与各个结构支撑钢管相固接从而将各个结构支撑钢管拉结在一起的横向拉结筋。
所述横向拉结筋至少有两根，且分别固接于所述结构支撑钢管的上端和下端。
两相邻的结构支撑钢管之间固接有斜拉筋，所述斜拉筋的一端固接于一结构支撑钢管的上端，所述斜拉筋的另一端固接于另一结构支撑钢管的下端。
两相邻结构支撑钢管之间的斜拉筋至少有两根，且在两相邻结构支撑钢管之间形成交叉结构。
所述结构支撑钢管的上端和下端均固接有钢管筋板，所述横向拉结筋和所述斜拉筋均固接于所述钢管筋板上。
所述墙板体的左端和/或右端设有沿上下竖向设置的墙端连接槽，两墙板体的墙端连接槽对接形成连接空腔，且通过在连接空腔内浇灌混凝土使两墙端连接槽相连接，所述墙端连接槽的侧壁自上而下设有若干个卡口，所述墙端连接槽上设有卡设入所述卡口内且两端向所述墙板体内延伸的U形加强筋。
所述墙板体内靠近所述墙端连接槽处设有所述结构支撑钢管，所述墙板体内还设有若干个一端套紧在靠近所述墙端连接槽的结构支撑钢管上的钢丝套绳，所述钢丝套绳的另一端穿过所述墙端连接槽延伸至所述墙板体外并形成环形套口。
所述墙板体的前侧和/或后侧上与所述结构支撑钢管相对应的位置处设有能与另一墙板体上的墙端连接槽对接形成连接空腔的墙面连接槽，通过在连接空腔内浇灌混凝土使墙端连接槽与所述墙面连接槽相连接，与所述墙面连接槽相对应的结构支撑钢管自上而下套设有穿过所述墙面连接槽延伸至墙板体外侧并形成环形套口的钢丝套绳。
所述墙板体内还包括设于所述结构支撑钢管前侧和/或后侧的钢筋网，所述钢筋网上设有沿所述结构支撑钢管高度方向延伸的桁架钢筋。
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墙体。
 
 有益效果
与现有技术相比，本申请有如下优点：
本申请通过设置横向拉结筋将钢结构与混凝土结构相结合的装配式建筑墙体内的结构支撑钢管拉结在一起，使结构支撑钢管通过横向拉结筋形成一体结构，从而提高了建筑墙体的承重性能和支撑强度。与传统的装配式建筑墙体相比，本墙体在生产时厂家可以在墙体内设置更少的钢筋或浇注更少的混凝土也能保证甚至提高墙体的承重性能和支撑强度，有利于降低建造成本，提高生产效益。
 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是钢结构与混凝土结构相结合的装配式建筑墙体内部结构示意图；
图2是钢结构与混凝土结构相结合的装配式建筑墙体内部结构的局部放大示意图一；
图3是钢结构与混凝土结构相结合的装配式建筑墙体内部结构的局部放大示意图二；
图4是图1分离一层钢筋网的示意图；
图5是图1浇注混凝土后墙体成型的示意图。
 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墙体，包括墙板体1，所述墙板体1内设有至少两根沿左右横向排列且沿上下竖向布置的结构支撑钢管2以及沿左右横向与各个结构支撑钢管2相固接从而将各个结构支撑钢管2拉结在一起的横向拉结筋3。通过设置横向拉结筋将钢结构与混凝土结构相结合的装配式建筑墙体内的结构支撑钢管拉结在一起，使结构支撑钢管通过横向拉结筋形成一体结构，从而提高了钢结构与混凝土结构相结合的装配式建筑墙体的承重性能和支撑强度，且与传统的装配式建筑墙体相比，本墙体在生产时厂家可以在墙体内设置更少的钢筋或浇注更少的混凝土也能保证甚至提高墙体的承重性能和支撑强度，有利于降低建造成本，提高生产效益。
具体的，所述横向拉结筋3至少有两根，且分别固接于所述结构支撑钢管2的上端和下端，固接于结构支撑钢管2上端和下端的横向拉结筋3可与结构支撑钢管2形成框架结构，从而进一步提高墙体整体的承重性能和支撑强度以及提高墙体整体的稳定性。
为了进一步提高墙体整体的承重性能和支撑强度，两相邻的结构支撑钢管2之间固接有斜拉筋4，所述斜拉筋4的一端固接于一结构支撑钢管2的上端，所述斜拉筋4的另一端固接于另一结构支撑钢管2的下端，优选的，两相邻结构支撑钢管2之间的斜拉筋4至少有两根，且在两相邻结构支撑钢管2之间形成交叉结构，在两相邻结构支撑钢管2之间形成交叉结构的斜拉筋4能进一步提高墙体整体的支撑稳定性。
为了便于将横向拉结筋3和斜拉筋4固接于结构支撑钢管2上，所述结构支撑钢管2的上端和下端均固接有钢管筋板5，通过将横向拉结筋3焊接在钢管筋板5的下侧以及将斜拉筋4焊接在钢管筋板5的前侧或后侧上从而将所述横向拉结筋3和所述斜拉筋4固接于所述钢管筋板5上。
为了在房屋装配时便于两钢结构与混凝土结构相结合的装配式建筑墙体装配连接，所述墙板体1的左端和/或右端设有沿上下竖向设置的墙端连接槽6，两墙板体1在装配时通过将墙端连接槽6对接形成连接空腔，且通过在连接空腔内浇灌混凝土使两墙端连接槽6相连接，结构简单，便于墙体之间的连接装配且连接效果稳固。另外，为了提高墙端连接槽6在墙板体1上的安装稳定性，所述墙端连接槽6的侧壁自上而下设有若干个卡口61，所述墙端连接槽6上设有卡设入所述卡口61内且两端向所述墙板体1内延伸的U形加强筋62，通过U性加强筋62卡设在墙端连接槽6上并延伸如墙板体1内从而将墙端连接槽6稳定的安装在墙板体1内，同时U形加强筋62还与墙端连接槽6形成加强筋套口。
为了能进一步提高两钢结构与混凝土结构相结合的装配式建筑墙体之间的连接稳定性，所述墙板体1内靠近所述墙端连接槽6处设有所述结构支撑钢管2，所述墙板体1内还设有若干个一端套紧在靠近所述墙端连接槽6的结构支撑钢管2上的钢丝套绳7，所述钢丝套绳7的另一端穿过所述墙端连接槽6延伸至所述墙板体1外并形成环形套口，两钢结构与混凝土结构相结合的装配式建筑墙体的墙端连接槽6在对接形成连接空腔时，钢丝套绳7可与U形加强筋62与墙端连接槽6所形成的加强筋套口竖向错位分布形成竖向插孔，通过一竖向插筋插设入竖向插孔内使两墙体稳固的相互连接。
另外，为了装配时使墙板体1能多向的与其他墙板体1进行装配连接，所述墙板体1的前侧和/或后侧上与所述结构支撑钢管2相对应的位置处设有能与另一墙板体1上的墙端连接槽6对接形成连接空腔的墙面连接槽8，通过在墙板体1的前侧和/或后侧设置墙面连接槽8使得墙板体1除了左右两端的墙端连接槽6外还能通过墙面连接槽与另一墙板体进行连接，提高装配的灵活性，另外，通过在连接空腔内浇灌混凝土使墙端连接槽6与所述墙面连接槽8相连接，同时，为了进一步提高墙面连接槽8和墙端连接槽6的连接稳定性，与所述墙面连接槽8相对应的结构支撑钢管2自上而下也套设有穿过所述墙面连接槽8延伸至墙板体1外侧并形成环形套口的钢丝套绳7。
为了进一步提高墙板体1整体的支撑强度和承重性能，所述墙板体1内还包括设于所述结构支撑钢管2前侧和/或后侧的钢筋网9，由于在结构支撑钢管2上设置了横向拉结筋3，因此与传统的装配式墙体相比，本墙体内的钢筋网9密度可以设置得更低，从而有利于节省建筑材料，进一步的，所述钢筋网9上设有沿所述结构支撑钢管2高度方向延伸的桁架钢筋10。
本实施例还公开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墙体。
本实施例工作原理如下：
通过在结构支撑钢管上设置横向拉结筋从而将钢结构与混凝土结构相结合的装配式建筑墙体内的结构支撑钢管拉结在一起，使结构支撑钢管通过横向拉结筋形成一体结构，从而提高了建筑墙体的承重性能和支撑强度。与传统的装配式墙体相比，本墙体在生产时厂家可以在墙体内设置更少的钢筋或浇注更少的混凝土也能保证甚至提高墙体的承重性能和支撑强度，有利于降低建造成本，提高生产效益。
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墙体，包括墙板体（1），其特征在于，所述墙板体（1）内设有至少两根沿左右横向排列且沿上下竖向布置的结构支撑钢管（2）以及沿左右横向与各个结构支撑钢管（2）相固接从而将各个结构支撑钢管（2）拉结在一起的横向拉结筋（3）。
  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墙体，其特征在于，所述横向拉结筋（3）至少有两根，且分别固接于所述结构支撑钢管（2）的上端和下端。
  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墙体，其特征在于，两相邻的结构支撑钢管（2）之间固接有斜拉筋（4），所述斜拉筋（4）的一端固接于一结构支撑钢管（2）的上端，所述斜拉筋（4）的另一端固接于另一结构支撑钢管（2）的下端。
  4. 根据权利要求3所述的钢结构与混凝土结构相结合的装配式建筑墙体，其特征在于，两相邻结构支撑钢管（2）之间的斜拉筋（4）至少有两根，且在两相邻结构支撑钢管（2）之间形成交叉结构。
  5. 根据权利要求3所述的钢结构与混凝土结构相结合的装配式建筑墙体，其特征在于，所述结构支撑钢管（2）的上端和下端均固接有钢管筋板（5），所述横向拉结筋（3）和所述斜拉筋（4）均固接于所述钢管筋板（5）上。
  6. 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墙体，其特征在于，所述墙板体（1）的左端和/或右端设有沿上下竖向设置的墙端连接槽（6），两墙板体（1）的墙端连接槽（6）对接形成连接空腔，且通过在连接空腔内浇灌混凝土使两墙端连接槽（6）相连接，所述墙端连接槽（6）的侧壁自上而下设有若干个卡口（61），所述墙端连接槽（6）上设有卡设入所述卡口（61）内且两端向所述墙板体（1）内延伸的U形加强筋（62）。
  7. 根据权利要求6所述的钢结构与混凝土结构相结合的装配式建筑墙体，其特征在于，所述墙板体（1）内靠近所述墙端连接槽（6）处设有所述结构支撑钢管（2），所述墙板体（1）内还设有若干个一端套紧在靠近所述墙端连接槽（6）的结构支撑钢管（2）上的钢丝套绳（7），所述钢丝套绳（7）的另一端穿过所述墙端连接槽（6）延伸至所述墙板体（1）外并形成环形套口。
  8. 根据权利要求6所述的钢结构与混凝土结构相结合的装配式建筑墙体，其特征在于，所述墙板体（1）的前侧和/或后侧上与所述结构支撑钢管（2）相对应的位置处设有能与另一墙板体（1）上的墙端连接槽（6）对接形成连接空腔的墙面连接槽（8），通过在连接空腔内浇灌混凝土使墙端连接槽（6）与所述墙面连接槽（8）相连接，与所述墙面连接槽（8）相对应的结构支撑钢管（2）自上而下套设有穿过所述墙面连接槽（8）延伸至墙板体（1）外侧并形成环形套口的钢丝套绳（7）。
  9. 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墙体，其特征在于，所述墙板体（1）内还包括设于所述结构支撑钢管（2）前侧和/或后侧的钢筋网（9），所述钢筋网（9）上设有沿所述结构支撑钢管（2）高度方向延伸的桁架钢筋（10）。
  10. 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1-9任一项所述的钢结构与混凝土结构相结合的装配式建筑墙体。
     
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