WO2015135440A1 - 一种预制混凝土墙体 - Google Patents

一种预制混凝土墙体 Download PDF

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Publication number
WO2015135440A1
WO2015135440A1 PCT/CN2015/073754 CN2015073754W WO2015135440A1 WO 2015135440 A1 WO2015135440 A1 WO 2015135440A1 CN 2015073754 W CN2015073754 W CN 2015073754W WO 2015135440 A1 WO2015135440 A1 WO 2015135440A1
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WIPO (PCT)
Prior art keywords
precast concrete
concrete wall
wall panel
steel
panels
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PCT/CN2015/073754
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English (en)
French (fr)
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初明进
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初明进
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Publication of WO2015135440A1 publication Critical patent/WO2015135440A1/zh

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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
    • E04C2/26—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
    • E04C2/284—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 at least one of the materials being insulating
    • E04C2/288—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 at least one of the materials being insulating composed of insulating material and concrete, stone or stone-like material
    • 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
    • E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
    • E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
    • E04B1/043—Connections specially adapted therefor
    • E04B1/046—Connections specially adapted therefor using reinforcement loops protruding from the elements
    • 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
    • E04B2/8611—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers being embedded in at least one form leaf
    • E04B2/8617—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers being embedded in at least one form leaf with spacers being embedded in both form leaves

Definitions

  • the invention belongs to the technical field of prefabricated reinforced concrete structural members, in particular to a precast concrete wall suitable for assembling a monolithic structure.
  • the heat lost in the building envelope is about 40% of the total heat consumption of the building. Left and right, therefore, the energy-saving performance of the envelope structure should be strengthened.
  • a composite wall is generally used, that is, the reinforced concrete load-bearing wall is combined with the energy-saving material, and there are three kinds of inner thermal insulation composite wall, external thermal insulation composite wall and sandwich thermal insulation wall.
  • the sandwich thermal insulation wall comprises an inner wall body, an outer wall body and a heat insulating material disposed in the middle, and the heat insulating material is protected from external environmental factors and has good durability.
  • prefabricated sandwich insulation walls are used. In the prior art, the connection between the prefabricated units of the prefabricated sandwich insulation wall has a poor overall integrity.
  • the invention provides a precast concrete wall, which facilitates the installation of the prefabricated sandwich thermal insulation wall and the wall connection, ensures the integrity of the wall body, and improves the industrialization level of the building structure.
  • the present invention provides a precast concrete wall comprising a first precast concrete wall panel and a second precast concrete wall panel disposed in parallel, wherein the first precast concrete wall panel is wetly connected.
  • a dry connection is made between the second precast concrete wall panels.
  • the so-called dry connection that is, the connection method of the dry work, the prefabricated wallboard is pre-buried with steel plates or other steel parts on the wall panel, and the connection is achieved by bolting or welding;
  • the so-called wet connection that is, the connection of the wet operation
  • the thickness and reinforcement of the first precast concrete wallboard and the second precast concrete wallboard are determined according to the force demand, the use demand and the construction demand.
  • the connecting method between the first precast concrete wallboards is: the first precast concrete wallboard has lateral grooves on both sides of the joint, the two sides of the lateral grooves are connected with reinforcing bars, and the reinforcing bars are hung on the reinforcing bars; The reinforcing steel rings between the adjacent first precast concrete wall panels are mutually connected, and a certain intersection gap is reserved therebetween; the first precast concrete wall panels are connected together by pouring concrete in the side walls and the lateral grooves.
  • the transverse grooves and the reinforcing bars connecting the two sides of the transverse grooves improve the integrity of the post-cast concrete between the prefabricated wall panels and the wall panels.
  • the steel ring is hung on the side of the prefabricated wallboard, and the position can be freely adjusted on the longitudinal ribs to facilitate the transportation and hoisting of the prefabricated reinforced concrete members, and to facilitate the positioning of the steel ring.
  • the steel ring replaces the stirrups provided on the construction site to reduce the steel reinforcement at the construction site. the amount.
  • a longitudinal rib is inserted into the intersection gap of the reinforcing ring between the first precast concrete wallboard, and a reinforcing steel skeleton is formed with the reinforcing ring.
  • the steel ring is a welded steel ring, or a closed stirrup, or other shaped steel bars.
  • the reinforcing ring can be rectangular, round, or the like.
  • the second precast concrete wall panel is pre-buried with steel plates, and the steel plates between adjacent wall panels are welded or bolted together.
  • a waterproof sealing material is disposed between the second precast concrete wallboards.
  • An insulation layer is disposed between the first precast concrete wall panel and the second precast concrete wall panel to ensure the insulation performance of the precast concrete wall.
  • the insulation layer can be used EPS insulation layer, perlite products, polyurethane foaming, etc.
  • a waterproof layer is disposed between the first precast concrete wall panel and the second precast concrete wall panel. Or an insulating layer and a waterproof layer are simultaneously disposed between the first precast concrete wallboard and the second precast concrete wallboard.
  • a connecting member is connected between the first precast concrete wall panel and the second precast concrete wall panel.
  • the connector connects the first precast concrete wall panel and the second precast concrete wall panel together.
  • the connecting member may be a fiber reinforced composite material rib or a fiber reinforced composite material profile (such as an I-shaped cross-section profile) or a fiber reinforced composite truss, and the two ends of the connecting member are respectively anchored into the first precast concrete wall panel and the second precast concrete Wall panels.
  • the distance between the vertical joint between the first precast concrete wallboard and the vertical joint between the second precast concrete wallboard is 200 mm .
  • the second precast concrete wallboard can support the joint formwork or directly as a side template at the seam.
  • the invention can be used for shear wall structure and frame - In walls such as shear wall structures, it can also be used in basement walls as well as in other walls.
  • the precast concrete wall of the present invention can be horizontally placed as a floor member, for example, as a roof panel having requirements for heat preservation and waterproofing, and at this time, the reinforcement and the like are required according to the strength and use of the floor.
  • the present invention has the following advantages over the prior art.
  • the precast concrete wall of the invention integrates the structural layer, the maintenance layer and the thermal insulation layer, and has a high industrialization level.
  • the first precast concrete wallboard and the second precast concrete wallboard of the precast concrete wall of the present invention have different functions respectively, that is, the first precast concrete wallboards are connected by wet joints, mainly to ensure the whole of the precast concrete wall. Sex, so that the precast concrete wall has sufficient rigidity and bearing capacity; the second precast concrete wallboard is mainly for maintenance, to ensure that the insulation layer is not affected by the environment.
  • the precast concrete wall of the invention is hung with a steel ring, and the steel ring is hinged on the prefabricated wall panel, and the position can be freely adjusted within a certain range, thereby facilitating transportation, installation and rebar connection between the prefabricated reinforced concrete members.
  • the precast concrete wall of the present invention can increase the industrialization level of the precast concrete structure.
  • the existing precast concrete members are reserved with steel bars on the side, and the steel bars are placed on the reserved steel bars to realize the connection between the prefabricated members.
  • the steel ring in the present invention can replace the existing steel bars on the construction site. Reinforcement, reduce the number of steel bars on the construction site, transfer some of the steel works on the construction site to the factory, and improve the industrialization level of the building.
  • Figure 1 is a schematic illustration of one embodiment of the invention.
  • FIG. 2 is a schematic view of another embodiment of the present invention.
  • FIG. 3 is a schematic illustration of another embodiment of the invention.
  • FIG. 4 is a schematic view of another embodiment of the present invention.
  • Figure 5 is a schematic illustration of one embodiment of the connection between the first precast concrete wall panels of the present invention.
  • Figure 6 is a schematic illustration of another embodiment of the connection between the first precast concrete wall panels of the present invention.
  • Figure 7 is a schematic illustration of another embodiment of the connection between the first precast concrete wall panels of the present invention.
  • Figure 8 is a schematic illustration of another embodiment of the connection between the first precast concrete wall panels of the present invention.
  • Figure 9 is a schematic view of an embodiment of a first precast concrete wall panel of the present invention.
  • Figure 10 is a schematic view showing an embodiment of the connection between the first precast concrete wall panel and the second precast concrete wall panel of the present invention.
  • Figure 11 is a schematic view showing another embodiment of the connection between the first precast concrete wall panel and the second precast concrete wall panel of the present invention.
  • Figure 12 is a schematic view showing another embodiment of the connection between the first precast concrete wall panel and the second precast concrete wall panel of the present invention.
  • the markings in the drawings mean: 1 First precast concrete wall panel 2 Second precast concrete wall panel 3 Insulation layer 4 Connecting piece 5 Lateral groove 6 Reinforcement 7 Reinforced ring 8 Post-cast concrete 9 Longitudinal reinforcement.
  • the precast concrete wall comprises a first precast concrete wall panel arranged in parallel 1 And the second precast concrete wall panel 2, wherein the first precast concrete wall panel 1 is wet connected, that is, the first precast concrete wall panel 1 is joined by the post-cast concrete 8; the second precast concrete wall panel 2 Dry joints are used, by anchoring steel plates or other steel components, by bolting or welding (not shown in Figure 1).
  • FIG. 2 Another embodiment of the precast concrete wall proposed by the present invention is shown in Fig. 2, the first precast concrete wall panel 1 and the second precast concrete wall panel 2 Set insulation layer 3 . Or set the waterproof layer, or set the insulation layer and waterproof layer.
  • the connecting member 4 may be a fiber reinforced composite material rib, as shown in Fig. 10; or the connecting member 4 is a fiber reinforced composite truss, as shown in Fig. 11; or the connecting member 4 For fiber reinforced composite profiles (such as I-section profiles), as shown in Figure 12.
  • the connecting member 4 is anchored at both ends to the first precast concrete wall panel 1 and the second precast concrete wall panel 2 respectively.
  • FIG. 4 Another embodiment of the precast concrete wall proposed by the present invention is shown in Fig. 4, the first precast concrete wall panel 1
  • the distance between the vertical seam between the vertical joint and the second precast concrete wall panel 2 is 200 mm, and other suitable spacing may be adopted. This way when pouring the first precast concrete wallboard 1
  • the second precast concrete wallboard can support the formwork of the post-concrete concrete 8 at the joint, or the second precast concrete wallboard and the thermal insulation layer directly serve as the post-concrete concrete at the joint. 8
  • the first precast concrete wall panel 1 has lateral grooves on both sides of the joint. 5, the two sides of the lateral groove 5 are connected with a steel bar 6 , and the steel bar 6 is hung with a steel ring 7; the number of the steel ring 7 is determined according to the requirements of force, production, etc.; adjacent first precast concrete wall panel 1 The inter-reinforcing ring 7 is interconnected with a certain gap between them; the post-cast concrete is placed on the side of the wall and in the transverse groove. 8 The first precast concrete wall panels are joined together.
  • the first precast concrete wall panel 1 has lateral grooves on both sides of the joint 5, the two sides of the lateral groove 5 are connected with a steel bar 6 , the steel bar 6 is hung with a steel ring 7; adjacent to the first precast concrete wall plate 1 between the steel ring 7 Intersecting each other, a certain gap is reserved in the gap, the longitudinal rib 9 is inserted into the gap, and the steel frame is formed with the steel ring 7; the concrete is poured in the side wall and the lateral groove 8 The first precast concrete wall panels are joined together.
  • a row of longitudinal ribs can be inserted into the gap of the reinforcing ring 7, as shown in Fig. 6; or the reinforcing ring 7 Insert more than one row of longitudinal ribs in the intersection gap, as shown in Figure 7.
  • the steel ring 7 is at an angle to the wall panel, as shown in Fig. 8.
  • the first precast concrete wall panel 1 has a lateral groove on the side thereof.
  • the two sides of the lateral groove 5 are connected with the reinforcing bar 6 , and the reinforcing bar 6 is hung on the reinforcing bar 6 .
  • Reinforced ring 7 To weld the steel ring, or to close the stirrups, or other shapes of steel.
  • the reinforcing ring can be rectangular, round, or the like.

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

Abstract

一种预制混凝土墙体，包括平行设置的第一预制混凝土墙板（1）和第二预制混凝土墙板（2），第一预制混凝土墙板（1）之间采用湿连接，第二预制混凝土墙板（2）之间采用干连接。该墙体可工业化生产，应用于各种承重结构中。

Description

一种预制混凝土墙体
技术领域
本发明属于预制钢筋混凝土结构构件技术领域，尤其涉及一种适用于装配整体式结构的预制混凝土墙体。
背景技术
建筑物围护结构散失的热量约占建筑总热耗的 40% 左右，因此应加强围护结构的节能性能。为提高墙体的保温性能，一般采用复合墙体，即将钢筋混凝土承重墙与节能材料复合在一起，有内保温复合墙体、外保温复合墙体和夹心保温墙体三种。夹心保温墙体包括内墙体、外墙体和设置于中间的保温绝热材料，保温材料可免受外界环境因素的破坏，耐久性好。为提高建筑工业化水平，采用预制夹心保温墙体。现有技术中预制夹心保温墙体预制单元间的连接存在整体性较差的问题。
发明内容
本发明提供了一种预制混凝土墙体，方便预制夹心保温墙体的安装和墙体连接，保证墙体整体性，提高建筑结构工业化水平。
为达到上述目的，本发明提供一种预制混凝土墙体，该墙体包括平行设置的第一预制混凝土墙板和第二预制混凝土墙板，所述第一预制混凝土墙板间采用湿连接，所述第二预制混凝土墙板间采用干连接。所谓的干连接，即干作业的连接方式，预制墙板间通过在墙板上预埋钢板或其他钢部件，通过螺栓连接或焊接，达到连接的目的；所谓的湿连接，即湿作业的连接方式，连接时在预制墙板间浇筑混凝土或水泥浆将墙板连接在一起。第一预制混凝土墙板和第二预制混凝土墙板的厚度和配筋等根据受力需求、使用需求及施工需求等确定。
所述第一预制混凝土墙板间的连接方法是：第一预制混凝土墙板在接缝两侧开有横向凹槽，横向凹槽的两侧面连有钢筋，所述钢筋上挂有钢筋环；相邻第一预制混凝土墙板间的钢筋环相互交接，其间预留一定的交接空隙；在墙板侧面和横向凹槽内浇筑混凝土将第一预制混凝土墙板连在一起。横向凹槽和连接横向凹槽两侧面的钢筋可提高预制墙板与墙板间后浇混凝土的整体性。钢筋环挂在预制墙板侧边，可以在纵筋上自由调整位置，方便预制钢筋混凝土构件运输、吊装，方便钢筋环定位，同时钢筋环代替施工现场设置的箍筋等，减少施工现场钢筋工程量。为了提高连接整体性，在第一预制混凝土墙板间的钢筋环的交接空隙内插入纵筋，与钢筋环形成钢筋骨架。所述钢筋环为焊接钢筋环，或者封闭箍筋，或者其他形状的钢筋。钢筋环可为矩形、圆形等。当采用封闭箍筋时，可在预制墙板制作完成后再安装上去，即通过封闭箍筋弯钩处的间隙穿过纵筋。
所述第二预制混凝土墙板侧面预埋有钢板，相邻墙板间的钢板焊接或螺栓连接在一起。为了防止雨水等侵入预制混凝土墙体，所述第二预制混凝土墙板之间设置防水密封材料。
所述第一预制混凝土墙板和第二预制混凝土墙板之间设置保温层，保证预制混凝土墙体的保温性能。所述保温层可采用 EPS 保温层、珍珠岩制品、聚氨酯现场发泡等。
所述第一预制混凝土墙板和第二预制混凝土墙板之间设置防水层。或者所述第一预制混凝土墙板和第二预制混凝土墙板之间同时设置保温层和防水层。
所述第一预制混凝土墙板和第二预制混凝土墙板之间连有连接件。连接件将第一预制混凝土墙板和第二预制混凝土墙板连在一起。所述连接件可为纤维增强复合材料筋或纤维增强复合材料型材（例如工字型截面型材）或纤维增强复合材料桁架，连接件两端分别锚入第一预制混凝土墙板和第二预制混凝土墙板。
所述第一预制混凝土墙板间的竖向接缝与第二预制混凝土墙板间的竖向接缝之间的距离为 200mm 。当浇筑第一预制混凝土墙板间的竖向接缝处混凝土时，第二预制混凝土墙板可支撑接缝处模板，或者直接作为接缝处的一侧模板。
本发明可用于剪力墙结构、框架 - 剪力墙结构等的墙体中，也可用于地下室墙体中，以及其他墙体中。本发明的预制混凝土墙体可水平放置作为楼板构件，例如作为有保温、防水等要求的屋面板，此时配筋等按照楼板受力、使用需求。
本发明与现有技术相比具有以下优势。
本发明的预制混凝土墙体将结构层、维护层和保温层等整合在一起，工业化水平高。
本发明的预制混凝土墙体的第一预制混凝土墙板和第二预制混凝土墙板分别有不同的功能，即第一预制混凝土墙板通过湿连接连接在一起，主要是保证预制混凝土墙体的整体性，从而使预制混凝土墙体具有足够的刚度和承载力；第二预制混凝土墙板主要是维护作用，保证保温层等不受环境侵害。
本发明的预制混凝土墙体上挂有钢筋环，钢筋环铰接在预制墙板上，可在一定范围内自由调整位置，方便预制钢筋混凝土构件的运输、安装和预制构件间的钢筋连接等。
本发明的预制混凝土墙体可提高预制混凝土结构的工业化水平。现有的预制混凝土构件侧面预留钢筋，施工现场在预留钢筋上再配置钢筋来实现预制构件间的连接；本发明中的钢筋环可代替现有技术中施工现场在预留钢筋上配置的钢筋，减少施工现场钢筋配置数量，将施工现场的部分钢筋工程转移到工厂，提高建筑工业化水平。
附图说明
图 1 是本发明一种实施例示意图。
图 2 是本发明另一种实施例示意图。
图 3 是本发明另一种实施例示意图。
图 4 是本发明另一种实施例示意图。
图 5 是本发明第一预制混凝土墙板间连接的一种实施例示意图。
图 6 是本发明第一预制混凝土墙板间连接的另一种实施例示意图。
图 7 是本发明第一预制混凝土墙板间连接的另一种实施例示意图。
图 8 是本发明第一预制混凝土墙板间连接的另一种实施例示意图。
图 9 是本发明第一预制混凝土墙板的一种实施例示意图。
图 10 是本发明第一预制混凝土墙板和第二预制混凝土墙板间连接的一种实施例示意图。
图 11 是本发明第一预制混凝土墙板和第二预制混凝土墙板间连接的另一种实施例示意图。
图 12 是本发明第一预制混凝土墙板和第二预制混凝土墙板间连接的另一种实施例示意图。
附图中的标记含义为： 1 第一预制混凝土墙板 2 第二预制混凝土墙板 3 保温层 4 连接件 5 横向凹槽 6 钢筋 7 钢筋环 8 后浇混凝土 9 纵筋。
具体实施方式
下面结合附图和实施例，对本发明预制混凝土墙体进行详细的描述。
本发明提出的预制混凝土墙体的一种实施例，如图 1 ，预制混凝土墙体包括平行设置的第一预制混凝土墙板 1 和第二预制混凝土墙板 2 ，所述第一预制混凝土墙板 1 间采用湿连接，即第一预制混凝土墙板 1 通过后浇混凝土 8 连在一起；所述第二预制混凝土墙板 2 间采用干连接，通过预留锚固钢板或其他钢部件，通过螺栓连接或焊接（图 1 中未示出）。
本发明提出的预制混凝土墙体的另一种实施例，如图 2 ，第一预制混凝土墙板 1 和第二预制混凝土墙板 2 间设置保温层 3 。或者设置防水层，或者设置保温层和防水层。
本发明提出的预制混凝土墙体的另一种实施例，如图 3 ，第一预制混凝土墙板 1 和第二预制混凝土墙板 2 间设置有连接件 4 。连接件 4 可为纤维增强复合材料筋，如图 10 ；或者连接件 4 为纤维增强复合材料桁架，如图 11 ；或者连接件 4 为纤维增强复合材料型材（例如工字型截面型材），如图 12 。连接件 4 两端分别锚入第一预制混凝土墙板 1 和第二预制混凝土墙板 2 。
本发明提出的预制混凝土墙体的另一种实施例，如图 4 ，第一预制混凝土墙板 1 间的竖向接缝与第二预制混凝土墙板 2 间的竖向接缝之间的距离为 200mm ，亦可采取其它合适的间距。这样当浇筑第一预制混凝土墙板 1 间的竖向接缝处的后浇混凝土 8 时，第二预制混凝土墙板可支撑接缝处后浇混凝土 8 的模板，或者第二预制混凝土墙板及保温层直接作为接缝处后浇混凝土 8 的一侧模板。
本发明中第一预制混凝土墙板间连接的一种实施例，如图 5 ，第一预制混凝土墙板 1 在接缝两侧开有横向凹槽 5 ，横向凹槽 5 的两侧面连有钢筋 6 ，所述钢筋 6 上挂有钢筋环 7 ；钢筋环 7 的数量根据受力、制作等要求确定；相邻第一预制混凝土墙板 1 间的钢筋环 7 相互交接，其间预留一定的交接空隙；在墙板侧面和横向凹槽内浇筑后浇混凝土 8 将第一预制混凝土墙板连在一起。
本发明中第一预制混凝土墙板间连接的另一种实施例，如图 6 ，第一预制混凝土墙板 1 在接缝两侧开有横向凹槽 5 ，横向凹槽 5 的两侧面连有钢筋 6 ，所述钢筋 6 上挂有钢筋环 7 ；相邻第一预制混凝土墙板 1 间的钢筋环 7 相互交接，其间预留一定的交接空隙，交接空隙内插入纵筋 9 ，与钢筋环 7 形成钢筋骨架；在墙板侧面和横向凹槽内浇筑后浇混凝土 8 将第一预制混凝土墙板连在一起。根据交接空隙的大小、受力大小等，钢筋环 7 的交接空隙内可插入一排纵筋，如图 6 ；或者钢筋环 7 的交接空隙内插入一排以上纵筋，如图 7 。为了更有效抵抗第一预制混凝土墙板 1 间在荷载作用下产生的剪力，钢筋环 7 与墙板成一定的角度，如图 8 。
本发明中第一预制混凝土墙板的一种实施例，如图 9 ，第一预制混凝土墙板 1 侧面有开有横向凹槽 5 ，横向凹槽 5 的两侧面连有钢筋 6 ，钢筋 6 上挂有钢筋环 7 。钢筋环 7 为焊接钢筋环，或者封闭箍筋，或者其他形状的钢筋。钢筋环可为矩形、圆形等。当采用封闭箍筋时，可在预制墙板制作完成后再安装上去，即通过封闭箍筋弯钩处的间隙穿过纵筋。

Claims (10)

  1. 一种预制混凝土墙体，包括平行设置的第一预制混凝土墙板和第二预制混凝土墙板，其特征在于，所述第一预制混凝土墙板间采用湿连接，所述第二预制混凝土墙板间采用干连接。
  2. 根据权利要求1所述的预制混凝土墙体，其特征在于，所述第一预制混凝土墙板在接缝两侧开有横向凹槽，横向凹槽的两侧面连有钢筋，所述钢筋上挂有钢筋环；相邻第一预制混凝土墙板间的钢筋环相互交接，其间预留一定的交接空隙；在墙板侧面和横向凹槽内浇筑混凝土将第一预制混凝土墙板连在一起。
  3. 根据权利要求2所述的预制混凝土墙体，其特征在于，所述交接空隙内插入纵筋，与钢筋环形成钢筋骨架。
  4. 根据权利要求1所述的预制混凝土墙体，其特征在于，所述第二预制混凝土墙板侧面预埋有钢板，相邻墙板间的钢板焊接或螺栓连接在一起。
  5. 根据权利要求1所述的预制混凝土墙体，其特征在于，所述第一预制混凝土墙板和第二预制混凝土墙板之间设置保温层。
  6. 根据权利要求1所述的预制混凝土墙体，其特征在于，所述第一预制混凝土墙板和第二预制混凝土墙板之间设置防水层。
  7. 根据权利要求1所述的预制混凝土墙体，其特征在于，所述第一预制混凝土墙板和第二预制混凝土墙板之间连有连接件。
  8. 根据权利要求7所述的预制混凝土墙体，其特征在于，所述连接件为纤维增强复合材料筋或纤维增强复合材料型材或纤维增强复合材料桁架，连接件两端分别锚入第一预制混凝土墙板和第二预制混凝土墙板。
  9. 根据权利要求1所述的预制混凝土墙体，其特征在于，所述第二预制混凝土墙板之间设置防水密封材料。
  10. 根据权利要求1所述的预制混凝土墙体，其特征在于，所述第一预制混凝土墙板间的竖向接缝与第二预制混凝土墙板间的竖向接缝之间的距离为200mm。
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CN114592739B (zh) * 2022-03-22 2024-04-26 辽宁省城乡市政工程集团有限责任公司 一种半装配式超深叠合储水池及施工工艺
CN117403824A (zh) * 2023-12-13 2024-01-16 沈阳市政地铁管片有限公司 一种混凝土预制墙板及制造方法
CN117403824B (zh) * 2023-12-13 2024-02-13 沈阳市政地铁管片有限公司 一种混凝土预制墙板及制造方法

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