WO2014032558A1 - Assembled and integrated shear wall building structure and construction method - Google Patents

Assembled and integrated shear wall building structure and construction method Download PDF

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Publication number
WO2014032558A1
WO2014032558A1 PCT/CN2013/082294 CN2013082294W WO2014032558A1 WO 2014032558 A1 WO2014032558 A1 WO 2014032558A1 CN 2013082294 W CN2013082294 W CN 2013082294W WO 2014032558 A1 WO2014032558 A1 WO 2014032558A1
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longitudinal
concrete
members
prefabricated
wall
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French (fr)
Chinese (zh)
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初明进
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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
    • 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
    • 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
    • E04C2/044—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 of concrete
    • 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
    • E04C2/32—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 formed of corrugated or otherwise indented sheet-like material; composed of such layers with or without layers of flat sheet-like material
    • E04C2/322—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 formed of corrugated or otherwise indented sheet-like material; composed of such layers with or without layers of flat sheet-like material with parallel corrugations
    • 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
    • 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
    • E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • E04B2/64—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete
    • E04B2/68—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete made by filling-up wall cavities

Definitions

  • the invention belongs to the field of buildings and construction technology thereof, and in particular relates to a building structure and a construction method for assembling an integral shear wall.
  • the main structural components of the precast concrete structure are produced in the factory, with high production efficiency, good quality, saving resources and conducive to sustainable development.
  • the use of precast concrete structure is the development direction of building industrialization.
  • Precast concrete hollow members have small weight, convenient transportation and installation, and are widely used.
  • the concrete placed in the hole of the prefabricated hollow member is used as a vertical force-bearing member, and the integrated structure can be formed to build a high-rise building, which improves the industrialization level of the building. .
  • Prefabricated Horizontal joints, vertical joints, etc. exist between the prefabricated members in the concrete structure, and the mechanical properties of the joints determine the overall performance of the joint.
  • the existing joint construction measures for precast concrete structures generally seek to achieve the same effect as cast-in-place concrete, but because the new and old concrete joints at the joints are weak links, affecting the mechanical properties, and easy to crack, affecting normal use.
  • the object of the present invention is to improve the industrialization level of the building structure, solve the deficiencies of the cast-in-place concrete structure and the prefabricated reinforced concrete structure, and provide a building integral shear wall building and construction method.
  • the assembled integral shear wall building structure proposed by the invention can realize the factory production of the main structural components, improve the reliability of the connection between the prefabricated components, reduce the cost, save resources and energy.
  • the assembled monolithic shear wall building structure is formed by connecting precast concrete members through cast-in-place concrete and anchoring steel bars, including prefabricated wallboard members, floor members, T-shaped wall columns, and L Wall column member, cruciform wall column member and walled member with a hole; characterized in that the precast concrete member is a plurality of longitudinal through holes parallel to the surface, at least one of the two sides of the member, the longitudinal edges being spaced apart from the transverse grooves intersecting the at least one longitudinal hole; the side view of the lateral grooves being trapezoidal, rectangular or the like; The lateral grooves between the different prefabricated members are arranged oppositely, the transverse anchoring steel bars are arranged in the space formed by the lateral grooves, the longitudinal anchoring steel bars are arranged in the longitudinal holes, and the concrete is filled in the longitudinal holes and the lateral grooves to form a structural unit. Or a single-story building structure; a plurality of structural unit connections form a multi-layer or high-rise assembled monolithic
  • the transverse anchoring steel bar in the assembled integral shear wall building structure is a stirrup provided in a space formed by a lateral groove of the precast concrete member on both sides of the joint; or the transverse anchoring steel bar is set in the prefabrication Longitudinal edge of the member Pre-embedded steel bars, the exposed parts are U-shaped and L-shaped, and the exposed parts of the pre-embedded steel bars on both sides of the joint are overlapped.
  • the longitudinal reinforcement is inserted into the longitudinal hole intersecting the lateral groove, and the longitudinal reinforcement and the transverse anchor reinforcement form a steel skeleton.
  • the prefabricated component seam The projections between the lateral grooves of one side of the prefabricated members extend into the transverse grooves of the other side of the prefabricated members such that at least one of the longitudinal members of the prefabricated members on both sides of the seam are wholly or partially overlapped.
  • Longitudinal reinforcement is inserted into the longitudinal holes of the prefabricated components on both sides of the joint.
  • the precast concrete wall panel When the precast concrete wall panel is used as a load-bearing wall, it is a hollow panel composed of ordinary concrete; when the precast concrete wall panel is used as a non-bearing wall, it is a hollow panel composed of lightweight concrete.
  • the concrete filled in the hole may be ordinary concrete or lightweight concrete.
  • the precast concrete member retains concrete on one or both side panels of the lateral groove portion.
  • the precast concrete member is provided with a non-penetrating transverse hole parallel to the surface and communicating with at least one longitudinal hole; the transverse hole is located at the lateral groove or between the lateral grooves.
  • the longitudinal holes and the lateral grooves of the assembled integral shear wall building structure are filled with ordinary concrete or filled with recycled aggregate concrete.
  • a method of constructing an integrated shear wall building structure comprising the steps of:
  • Prefabricated wallboard members, floor members, T-shaped wall columns, and L manufactured by the factory Wall column members, cruciform wall column members and wall members with openings are transported to the site;
  • the prefabricated floor slab members are placed on the vertical load-bearing frame, and the transverse grooves and longitudinal holes between the different members correspond to each other; the ends of the reinforcing bars are inserted into the foam blocks at both ends of the longitudinal holes; in the lateral grooves and the longitudinal holes Anchoring steel bars are arranged inside;
  • Prefabricated wall panel components, floor slab members, T-shaped wall column members, L The method for manufacturing a wall column member, a cross-shaped wall column member and a wall member with a hole, comprising the following steps:
  • connection of the interlayer wall is realized by arranging longitudinal steel bars and anchor steel bars in all or part of the longitudinal holes, and pouring concrete.
  • the connection of different prefabricated members in a layer structure can be realized by arranging horizontal anchoring steel bars in the lateral grooves and pouring concrete; or the lateral grooves of the side edges of the members and the protrusions between the lateral grooves can be bitten together, and the concrete can be poured into a layer. Connection of different prefabricated components in the structure.
  • the prefabricated member used in the invention has a hole in the hole, which is light in weight and convenient for transportation and installation.
  • the shear wall construction structure proposed by the invention significantly reduces or avoids steel works, scaffolding engineering, formwork engineering, concrete engineering and plastering engineering, saves resources, saves labor, reduces management costs, and improves engineering quality.
  • Prefabricated joints are convenient and reliable.
  • concrete is poured between the longitudinal holes, the lateral grooves and the prefabricated members, so that the longitudinal holes, the lateral grooves and the post-cast concrete between the prefabricated members are integrated, thereby improving the reliability of the connection between the prefabricated members. It is convenient to construct and avoid problems such as cracking at the stage of use.
  • the invention is used in a shear wall building structure, and can also be used in a shear wall structure part of a frame-shear wall building structure.
  • FIG. 1 is a schematic view showing an embodiment of a building structure of the present invention.
  • FIG. 2 is a schematic view showing the connection between the prefabricated members in the embodiment of the present invention, and the lateral grooves are arranged oppositely.
  • Figure 3 is a schematic cross-sectional view of Figure 2, the transverse anchoring reinforcement is a stirrup;
  • FIG 4 is a schematic cross-sectional view of Figure 2, the transverse anchoring steel bar is composed of pre-embedded U-shaped steel bars;
  • Fig. 5 is a schematic view showing the connection between the prefabricated members in the embodiment of the present invention, wherein the lateral grooves and the grooves are engaged with each other.
  • Figure 6 is a schematic cross-sectional view of Figure 5;
  • Figure 7 is a schematic view of a prefabricated flat member in the embodiment of the present invention, the side view of the lateral groove is trapezoidal;
  • Figure 8 is a schematic cross-sectional view of Figure 7;
  • Figure 9 is a schematic view of a prefabricated flat member in the embodiment of the present invention, the side view of the lateral groove is rectangular;
  • Figure 10 is a schematic view of a prefabricated member in an embodiment of the present invention, with U-shaped steel bars embedded on the side, taking a flat member as an example;
  • Figure 11 It is a schematic diagram of a prefabricated member in the embodiment of the present invention, wherein one side of the lateral groove portion retains concrete, and a flat member is taken as an example;
  • Figure 12 is a schematic cross-sectional view of Figure 11;
  • Figure 13 is a schematic view of a prefabricated member in an embodiment of the present invention, wherein a transverse hole is provided with a non-penetrating transverse hole communicating with the longitudinal hole Taking a flat member as an example;
  • Figure 14 is a schematic cross-sectional view of Figure 13;
  • Figure 15 is a schematic view of a prefabricated T-shaped wall column member in an embodiment of the present invention.
  • Figure 16 is a schematic view of a prefabricated L-shaped wall column member in an embodiment of the present invention.
  • Figure 17 is a schematic view of a prefabricated cruciform wall column member in an embodiment of the present invention.
  • Figure 18 is a schematic view showing the prefabricated wall member with a hole in the embodiment of the present invention.
  • Figure 19 is a schematic view of a prefabricated member with a side column in an embodiment of the present invention.
  • Figure 20 is a schematic illustration of a precast beam member in an embodiment of the present invention.
  • Figure 21 is a schematic illustration of a prefabricated wall member at a beam support in an embodiment of the present invention.
  • Figure 22 is a schematic view of a template of a prefabricated member in an embodiment of the present invention, taking a prefabricated flat member as an example.
  • FIG. 1 An embodiment of the present invention is shown in FIG.
  • the present exemplary embodiment is a perspective view of a portion of the layer structure of a high rise building.
  • the building structure comprises: a prefabricated wall panel member 2, a T-shaped wall column member 3, an L-shaped wall column member 4, and a cross-shaped wall column member 5 , with a wall member 6 and a floor member 7 .
  • the wall panel member, the floor panel member and the wall column member are provided with a plurality of longitudinal through-holes parallel to each other along the length direction. Spaced longitudinal edges with at least one longitudinal bore intersecting the transverse grooves .
  • the wall column member, the wall plate member and the wall member with the opening are placed to form a vertical bearing frame of a layer structure, and the anchor steel bar anchored in the foundation is inserted into the longitudinal hole;
  • the lateral grooves between the different prefabricated members are arranged opposite each other, the transverse anchoring steel bars are arranged in the space formed by the lateral grooves, and the longitudinal anchoring steel bars are arranged in the longitudinal holes.
  • the prefabricated floor slab members are placed on the vertical load-bearing frame, the transverse grooves and the longitudinal holes between the different members are correspondingly inserted into the longitudinal holes, and the anchor steel bars are arranged in the lateral groove portions.
  • the concrete is poured into the prefabricated members and the longitudinal holes and the lateral grooves which constitute the vertical load-bearing skeleton and the floor; after the concrete is hardened, a structural unit or a single-layer building structure which is assembled with the integral shear wall structure is formed.
  • Each structural unit is sequentially constructed upward on a layer of structural units, and the vertical load-bearing skeleton of the upper structural unit is fixed on the lower structural unit, and the underlying structural unit is fixed on the foundation.
  • connection relationship between the prefabricated members in this embodiment is shown in Fig. 2, Fig. 3, and Fig. 4.
  • Fig. 2 is a schematic view showing the use of a dark-column connection node between the prefabricated members in the embodiment, and the lateral anchoring rebar is a stirrup for the field arrangement 81 As shown in Fig. 2; or the transverse anchoring steel bar is the pre-embedded steel bar 83, the exposed part of the pre-embedded steel bar is U-shaped, and the U-shaped steel bars on both sides form a stirrup, as shown in Fig. 3.
  • Prefabricated component 1 (including prefabricated wallboard components, T
  • the inner opening has a longitudinal through hole 9 , and the hole near the longitudinal edge intersects the lateral groove 10; the lateral grooves 10 on both sides of the node are arranged to form a space, and the stirrup 81 on the site or the pre-embedded reinforcing bar 83
  • the formed stirrup is disposed therein; the longitudinal reinforcing bar 82 inserted into the longitudinal hole intersecting the lateral groove passes through the anchored reinforcing bar 81 or 83 Forming the steel frame (when the force is small or the length of the anchor steel bar extending into the lateral groove meets the anchoring requirements, the longitudinal reinforcement may not be provided 82 ), connected with the anchoring steel bar
  • connection relationship between the prefabricated members in this embodiment can also be seen in Fig. 5 and Fig. 6.
  • Fig. 5 and Fig. 6 are schematic views showing the use of a cogging type connection node between the prefabricated members in this embodiment.
  • Precast concrete components 1 including The longitudinal edges of the prefabricated wall panel member, the T-shaped wall column member, the L-shaped wall column member, the cross-shaped wall column member, the wall member with the opening wall, and the floor member are provided with lateral grooves 10 and protrusions 11 Staggered;
  • the prefabricated member 1 has a longitudinal through hole 9 therein, and the longitudinal hole near the edge intersects the lateral groove;
  • the protrusion 11 of the prefabricated member on one side of the node projects into the lateral groove of the other side of the prefabricated member 10
  • the prefabricated members on both sides have at least one longitudinal hole partially or completely superposed to form a superposed longitudinal hole;
  • the longitudinal reinforcement is inserted in the superposed longitudinal hole 82 , connecting with the anchoring steel bars of the foundation anchors or the anchored structural layers (using conventional joining techniques such as mechanical connection and welding), and pouring
  • the wall panel member and the floor panel member in this embodiment are precast concrete panels, as shown in Fig. 7, Fig. 8, and Fig. 9, prefabricated panels 2
  • a plurality of longitudinal through-holes 9 are formed in the longitudinal direction of the inner edge (at least one of the two sides of the member), and the longitudinal edges are spaced apart from the transverse grooves 10 intersecting the at least one longitudinal hole, and the protrusions between the grooves 11 Staggered distribution; mounting rings 8 are provided on the prefabricated components 2 .
  • the longitudinal holes have a circular, rectangular, etc. cross section with a diameter or side length of 60 mm to 340 mm.
  • the side view of the lateral groove is trapezoidal, as shown 7 , or rectangular, as shown in Figure 9, can also be other shapes.
  • the transverse groove extends into the prefabricated member to intersect at least one of the longitudinal holes.
  • the length of the prefabricated wallboard members is generally determined by the height of the building floor or the height of the building floor minus the thickness of the floor.
  • the precast concrete member in this embodiment is pre-embedded with steel bars on the side, and the exposed portion is U-shaped, as shown in Fig. 10.
  • the exposed portion of the pre-embedded steel bar may also be L Shape and so on.
  • the precast concrete member in this embodiment retains concrete on one side of the lateral groove portion, as shown in Fig. 11 and Fig. 12 .
  • the precast concrete member 1 has a plurality of longitudinal through holes 9 which are parallel to each other in the longitudinal direction (at least one on each side of the member), and the longitudinal edges are spaced apart from each other to form a lateral groove intersecting at least one longitudinal hole 10
  • the protrusions 11 between the grooves are staggered; the one side of the lateral grooves retains the concrete 12 .
  • a mounting eyebolt 84 is provided on the prefabricated component 1. Similar to precast concrete components Both sides of the lateral groove portion retain the concrete (not shown in the drawings).
  • the precast concrete member in this embodiment has a lateral non-penetrating hole parallel to the surface, as shown in Figs. 13 and 14 .
  • Precast concrete members 1 A plurality of longitudinal through-holes 9 are formed in the longitudinal direction (at least one on each side of the member), and the longitudinal edges are spaced apart from the transverse grooves 10 intersecting the at least one longitudinal hole, and the protrusions between the grooves 11 Staggered distribution; the protrusions 11 between the lateral grooves are open to the transverse holes 13 .
  • a mounting eyebolt 84 is provided on the prefabricated component 1. Similar to precast concrete components The lateral groove ends are arranged not to penetrate the transverse holes (not shown in the drawings).
  • each wall column member is basically the same. Taking the T-shaped wall column as an example, a plurality of longitudinal through holes 9 are arranged in the length direction of the prefabricated wall column member (at least one of the two sides of the member). The longitudinal edges are spaced apart from the transverse grooves 10 intersecting the at least one longitudinal bore, staggered with the projections 11 between the grooves. Mounting rings are provided on the prefabricated components 84 . Wall stud member length and generally storey of the building or building storey slab thickness is subtracted, limb length is determined according to the requirements of building and construction, thickness and generally thicker limb.
  • the precast concrete belt opening wall member in this embodiment is shown in Fig. 18.
  • the longitudinal edge of the prefabricated member 6 with a hole is arranged with a lateral groove 10 And the protrusions 11 , the lateral grooves and the protrusions are staggered;
  • the wall member 6 has a plurality of through-holes 9 extending through the longitudinal edges and the lateral grooves 10 Intersection;
  • the upper part of the opening of the hole has a number of vertical holes 14 that are not penetrated, and the bottom of the hole is generally not less than 20 mm from the outer surface;
  • Vertical hole 15 Vertical hole 15 .
  • a mounting eyebolt 84 is provided on the component.
  • the precast concrete member in this embodiment comprises a wall member with a side column, as shown in Fig. 19.
  • the utility model comprises a wall panel and a side column.
  • the wall panel has a plurality of longitudinal through holes 9 extending along the length direction, and the longitudinal edges are spaced apart from the transverse grooves 10 intersecting the at least one longitudinal hole, and the protrusions between the grooves 11 Staggered distribution.
  • a mounting eyebolt 84 is provided on the prefabricated component.
  • the precast concrete member in this embodiment comprises a prefabricated beam, as shown in Fig. 20, the lateral groove 10 and the protrusion are arranged at the end of the precast concrete beam.
  • the lateral grooves and the protrusions are alternately arranged; a plurality of vertical holes 9 are formed on both sides of the beam, and the holes near the beam ends intersect the lateral grooves 10; the middle of the beam is provided with a plurality of vertical holes 16
  • the bottom of the hole is generally not less than 20mm from the outer surface.
  • a mounting eyebolt 84 is provided on the prefabricated component.
  • the prefabricated member 1 is provided with lateral grooves 10 and protrusions at the longitudinal edges.
  • the lateral grooves and the protrusions are staggered;
  • the prefabricated member 1 has a plurality of through-holes 9 therethrough, the holes near the longitudinal edges intersect the lateral grooves 10; and the prefabricated members 1 are received in the beam support portion.
  • a mounting eyebolt 84 is provided on the prefabricated component.
  • the method for constructing the assembled integral shear wall structure proposed by the present invention comprises the following steps:
  • the structural units are sequentially constructed upward on a layer of structural units, and the vertical load-bearing skeleton of the upper structural unit is fixed on the lower structural unit to form a multi-layer or high-rise integrated integral shear wall structure.
  • the step (3) the assembly of the integral shear wall structure between the prefabricated components
  • the protrusion of the precast concrete member on one side of the joint protrudes into the lateral groove of the other side prefabricated member, and at least one edge of the prefabricated member on both sides
  • the longitudinal holes are partially or completely superposed to form a folded longitudinal hole into which the longitudinal reinforcing bars are inserted.
  • the manufacturing method of the precast concrete member constituting the present embodiment is basically the same. Taking the flat member as an example, as shown in Fig. 22, the following steps are included:

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  • Architecture (AREA)
  • Civil Engineering (AREA)
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  • Mechanical Engineering (AREA)
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  • Electromagnetism (AREA)
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Description

一种装配整体式剪力墙建筑结构及建造方法  Assembled integral shear wall building structure and construction method

本发明属于建筑物及其建造技术领域，尤其涉及一种装配整体式剪力墙建筑结构及建造方法。  The invention belongs to the field of buildings and construction technology thereof, and in particular relates to a building structure and a construction method for assembling an integral shear wall.

现浇钢筋混凝土结构施工过程中现场制作多，湿作业多，有大量模板工程、脚手架工程等中间环节，浪费资源，污染环境；从业人员素质、施工现场环境等对工程质量影响很大，带来建筑性能、质量和耐久性等问题。 During the construction process of cast-in-place reinforced concrete structure, there are many on-site productions, many wet jobs, and a large number of intermediate projects such as formwork engineering and scaffolding engineering, which waste resources and pollute the environment. The quality of employees and the construction site environment have a great impact on the quality of the project. Problems with building performance, quality and durability.

预制混凝土结构的主要结构构件在工厂里制作，生产效率高、质量好，节省资源，有利于可持续发展，采用预制混凝土结构是建筑工业化发展方向。预制混凝土空心构件自重小，运输安装方便，应用非常广泛。 The main structural components of the precast concrete structure are produced in the factory, with high production efficiency, good quality, saving resources and conducive to sustainable development. The use of precast concrete structure is the development direction of building industrialization. Precast concrete hollow members have small weight, convenient transportation and installation, and are widely used.

将预制空心构件的孔洞内浇筑混凝土用作竖向受力构件，形成装配整体式结构可建造高层建筑，提高了建筑工业化水平 。 The concrete placed in the hole of the prefabricated hollow member is used as a vertical force-bearing member, and the integrated structure can be formed to build a high-rise building, which improves the industrialization level of the building. .

预制 装配式 混凝土结构中预制构件间存在水平接缝、竖向接缝等，接缝的受力性能决定了结构整体性能。现有的预制混凝土结构接缝构造措施一般追求达到与现浇混凝土一样的效果，但是由于接缝处新旧混凝土结合面是薄弱环节，影响了受力性能，而且易于开裂，影响正常使用。 Prefabricated Horizontal joints, vertical joints, etc. exist between the prefabricated members in the concrete structure, and the mechanical properties of the joints determine the overall performance of the joint. The existing joint construction measures for precast concrete structures generally seek to achieve the same effect as cast-in-place concrete, but because the new and old concrete joints at the joints are weak links, affecting the mechanical properties, and easy to crack, affecting normal use.

本发明的目的是提高建筑结构的工业化水平，解决现浇混凝土结构和预制装配式钢筋混凝土结构的不足，提供一种装配整体式剪力墙建筑及建造方法。本发明提出的装配整体式剪力墙建筑结构可实现主要结构构件工厂化生产，提高预制构件间连接的可靠性，降低造价，节省资源和能源。 The object of the present invention is to improve the industrialization level of the building structure, solve the deficiencies of the cast-in-place concrete structure and the prefabricated reinforced concrete structure, and provide a building integral shear wall building and construction method. The assembled integral shear wall building structure proposed by the invention can realize the factory production of the main structural components, improve the reliability of the connection between the prefabricated components, reduce the cost, save resources and energy.

本发明提出的 装配整体式剪力墙建筑结构由预制混凝土构件通过现浇混凝土和锚连钢筋连接而成，所述预制混凝土构件包括预制墙板构件、楼板构件、 T 形墙柱构件、 L 性墙柱构件、十字形墙柱构件和带洞口墙体构件； 其特征在于，所述预制混凝土构件 内 开有若干个（至少构件两侧各开一个）与表面平行的纵向贯通孔洞，纵向边缘间隔设置与至少一个纵向孔洞相交的横向凹槽；横向凹槽的侧视图为梯形、矩形等； 不同预制构件间的横向凹槽相对布置，在横向凹槽组成的空间内设置横向锚连钢筋，在纵向孔洞内设置纵向锚连钢筋，在纵向孔洞、横向凹槽内填充混凝土形成一层结构单元或单层建筑结构；多个结构单元连接构成多层或高层装配整体式剪力墙结构。 Presented by the present invention The assembled monolithic shear wall building structure is formed by connecting precast concrete members through cast-in-place concrete and anchoring steel bars, including prefabricated wallboard members, floor members, T-shaped wall columns, and L Wall column member, cruciform wall column member and walled member with a hole; characterized in that the precast concrete member is a plurality of longitudinal through holes parallel to the surface, at least one of the two sides of the member, the longitudinal edges being spaced apart from the transverse grooves intersecting the at least one longitudinal hole; the side view of the lateral grooves being trapezoidal, rectangular or the like; The lateral grooves between the different prefabricated members are arranged oppositely, the transverse anchoring steel bars are arranged in the space formed by the lateral grooves, the longitudinal anchoring steel bars are arranged in the longitudinal holes, and the concrete is filled in the longitudinal holes and the lateral grooves to form a structural unit. Or a single-story building structure; a plurality of structural unit connections form a multi-layer or high-rise assembled monolithic shear wall structure.

所述装配整体式剪力墙建筑结构中的横向锚连钢筋为设置于接缝两侧预制混凝土构件的横向凹槽所组成的空间内的箍筋；或者所述横向锚连钢筋为设置于预制构件纵向边缘的 预埋钢筋，外露部分为 U 形、 L 形，接缝两侧的预埋钢筋外露部分搭接在一起 。 The transverse anchoring steel bar in the assembled integral shear wall building structure is a stirrup provided in a space formed by a lateral groove of the precast concrete member on both sides of the joint; or the transverse anchoring steel bar is set in the prefabrication Longitudinal edge of the member Pre-embedded steel bars, the exposed parts are U-shaped and L-shaped, and the exposed parts of the pre-embedded steel bars on both sides of the joint are overlapped.

所述与横向凹槽 相交的纵向孔洞内 插入纵向钢筋，该纵向钢筋 与横向锚连钢筋 组成钢筋骨架。 The longitudinal reinforcement is inserted into the longitudinal hole intersecting the lateral groove, and the longitudinal reinforcement and the transverse anchor reinforcement form a steel skeleton.

所述 预制构件接缝 一侧预制构件横向凹槽之间的突起伸入到另一侧预制构件的横向凹槽内，使接缝两侧的预制构件至少有一个纵向孔洞全部或部分叠合在一起。 为增加接缝可靠性，在 接缝两侧预制构件叠合的纵向孔洞内插入纵向钢筋。 The prefabricated component seam The projections between the lateral grooves of one side of the prefabricated members extend into the transverse grooves of the other side of the prefabricated members such that at least one of the longitudinal members of the prefabricated members on both sides of the seam are wholly or partially overlapped. To increase seam reliability, Longitudinal reinforcement is inserted into the longitudinal holes of the prefabricated components on both sides of the joint.

当所述预制混凝土墙板作为承重墙，是由普通混凝土构成的空心板；当所述预制混凝土墙板作为非承重墙，是由轻质混凝土构成的空心板。通过在装配整体式剪力墙建筑结构中科学布置承重墙和非承重墙，达到优化的受力效果。当采用轻质混凝土组成的非承重墙时，填充在孔洞内的混凝土可为普通混凝土，也可为轻质混凝土。 When the precast concrete wall panel is used as a load-bearing wall, it is a hollow panel composed of ordinary concrete; when the precast concrete wall panel is used as a non-bearing wall, it is a hollow panel composed of lightweight concrete. By shearing wall construction of prefabricated load-bearing structure and the non-load-bearing walls disposed Sciences, optimized to achieve the effect of the force. When a non-bearing wall composed of lightweight concrete is used, the concrete filled in the hole may be ordinary concrete or lightweight concrete.

所述预制混凝土构件在 横向 凹槽部位的一侧或两侧板面保留混凝土。 The precast concrete member retains concrete on one or both side panels of the lateral groove portion.

所述预制混凝土构件内开有与表面平行的、连通至少一个纵向孔洞的不贯通横向孔洞；横向孔洞位于横向凹槽处，或者位于横向凹槽之间。 The precast concrete member is provided with a non-penetrating transverse hole parallel to the surface and communicating with at least one longitudinal hole; the transverse hole is located at the lateral groove or between the lateral grooves.

所述装配整体式剪力墙建筑结构的纵向孔洞和横向凹槽内填充普通混凝土，或者填充再生骨料混凝土。 The longitudinal holes and the lateral grooves of the assembled integral shear wall building structure are filled with ordinary concrete or filled with recycled aggregate concrete.

一种装配整体式剪力墙建筑结构的建造方法 ，其特征 在于 ，包括下列步骤： A method of constructing an integrated shear wall building structure, comprising the steps of:

（ 1 ）将工厂制作的预制墙板构件、楼板构件、 T 形墙柱构件、 L 性墙柱构件、十字形墙柱构件和带洞口墙体构件 运送到现场； (1) Prefabricated wallboard members, floor members, T-shaped wall columns, and L manufactured by the factory Wall column members, cruciform wall column members and wall members with openings are transported to the site;

（ 2 ）将墙柱构件、墙板构件和带洞口墙体构件树立放置构成一层结构的竖向承重骨架，锚固于基础内的锚连钢筋插入纵向孔洞内；不同构件间的横向凹槽相对应，设置水平锚连钢筋；在纵向孔洞内插入锚连钢筋，一端凸出预制构件表面一定长度； ( 2 ) The member wall studs, wall panels with transverse wall member and the vertical member configured to establish a one-layer structure disposed bearing skeleton anchored in the anchoring base is inserted into the longitudinal bore even reinforced; transverse grooves between the different components correspond, Setting horizontal anchoring steel bars; inserting anchoring steel bars into longitudinal holes, one end protruding a certain length of the surface of the prefabricated member;

（ 3 ）将预制楼板构件放置于竖向承重骨架之上，不同构件间的横向凹槽、纵向孔洞相对应；在纵向孔洞两端锚连钢筋端部塞入泡沫塑料块；在横向凹槽、纵向孔洞内设置锚连钢筋； (3 The prefabricated floor slab members are placed on the vertical load-bearing frame, and the transverse grooves and longitudinal holes between the different members correspond to each other; the ends of the reinforcing bars are inserted into the foam blocks at both ends of the longitudinal holes; in the lateral grooves and the longitudinal holes Anchoring steel bars are arranged inside;

（ 4 ）在组成竖向承重骨架的预制构件的纵向孔洞、横向凹槽内浇筑混凝土，在预制楼板构件的横向凹槽、与横向凹槽相交的纵向孔洞及其他纵向孔洞的两端浇筑混凝土；混凝土硬化后，形成装配整体式剪力墙结构的一层结构单元或单层建筑结构； ( 4 Concrete is poured in the longitudinal holes and lateral grooves of the prefabricated members constituting the vertical load-bearing skeleton, concrete is poured in the lateral grooves of the prefabricated floor members, the longitudinal holes intersecting the lateral grooves and the other longitudinal holes; concrete hardening Thereafter, forming a layer of structural unit or single-layer building structure assembled with the integral shear wall structure;

（ 5 ）多次重复（ 1 ）至（ 4 ），形成多层或高层装配整体式剪力墙结构。 (5) Repeat (1) to (4) several times to form a multi-layer or high-rise integrated monolithic shear wall structure.

组成本发明提出的 装配整体式剪力墙建筑结构 的 预制墙板构件、楼板构件、 T 形墙柱构件、 L 性墙柱构件、十字形墙柱构件和带洞口墙体构件的制作方法，包括下列步骤： Prefabricated wall panel components, floor slab members, T-shaped wall column members, L The method for manufacturing a wall column member, a cross-shaped wall column member and a wall member with a hole, comprising the following steps:

（ 1-1 ）在预制板生产场地上，采用底模，顶模，侧模和多根用于制作预留孔的纵向钢管内模作模板；其中，侧模每间隔一定距离向内凹，顶模上开有与钢管内模形状尺寸相同的孔洞； ( 1-1 In the prefabricated board production site, the bottom mold, the top mold, the side mold and a plurality of longitudinal steel pipe inner molds for making the reserved holes are used as templates; wherein the side molds are concave inward at a certain distance, and the top mold is opened a hole having the same shape and shape as the inner shape of the steel pipe;

（ 1- 2 ）将侧模、顶模和底模组合在一起，布置钢筋网，将多跟钢管内模穿过一侧顶模的孔洞，穿过钢筋网的间隙，穿过另一侧顶模的孔洞；侧模内凹部分的端部与纵向钢管内模贴合在一起； ( 1- 2 Combining the side mold, the top mold and the bottom mold, arranging the steel mesh, passing the inner steel mold of the multiple steel pipe through the hole of one of the top molds, passing through the gap of the steel mesh, and passing through the hole of the other side top mold; The end of the concave portion of the side mold is attached to the longitudinal steel tube inner mold;

（ 1- 3 ）在侧模、顶模和底模组成的空间内浇筑混凝土，在混凝土达到一定强度后抽出纵向钢管内模形成纵向贯通孔洞； ( 1- 3 Placing concrete in a space composed of a side mold, a top mold and a bottom mold, and after the concrete reaches a certain strength, the longitudinal inner steel tube is drawn to form a longitudinal through hole;

（ 1- 4 ）待混凝土达到预期强度拆除底模，顶模，侧模，形成所述的 预制混凝土空心构件 。 ( 1- 4 ) After the concrete reaches the expected strength, the bottom mold, the top mold and the side mold are removed to form the precast concrete hollow member. .

采用本发明的装配整体式剪力墙建筑结构，通过在全部或部分纵向孔洞内布置纵向钢筋和锚连钢筋、浇筑混凝土实现层间墙体的连接。通过在横向凹槽内布置水平锚连钢筋、浇筑混凝土实现一层结构中不同预制构件的连接；或者将构件侧边的横向凹槽和横向凹槽间的突起咬合在一起，浇筑混凝土实现一层结构中不同预制构件的连接。 By adopting the assembled integral shear wall building structure of the invention, the connection of the interlayer wall is realized by arranging longitudinal steel bars and anchor steel bars in all or part of the longitudinal holes, and pouring concrete. The connection of different prefabricated members in a layer structure can be realized by arranging horizontal anchoring steel bars in the lateral grooves and pouring concrete; or the lateral grooves of the side edges of the members and the protrusions between the lateral grooves can be bitten together, and the concrete can be poured into a layer. Connection of different prefabricated components in the structure.

（ 1 ）工业化水平高：本发明的剪力墙结构采用的预制构件为工厂化生产， 生产效率高、质量好、节省资源、有利于可持续发展。 (1) High level of industrialization: the prefabricated components used in the shear wall structure of the present invention are factory-produced, High production efficiency, good quality, resource saving and sustainable development.

（ 2 ）标准化程度高：剪力墙结构以及其他墙体承重结构由平面墙体， L 型、 T 型和十字型节点和洞口、楼板等组成；与此相对应，按照本发明的预制钢筋混凝土构件制作方法在工厂按照统一的规格、构造制作混凝土平面墙体构件、平面楼板构件、带洞口墙体构件，以及 L 型、 T 型、十字型墙柱构件等。 (2) High degree of standardization: shear wall structure and other wall load-bearing structures from flat wall, L-shaped, T And a cross-shaped node and a hole, a floor, etc.; correspondingly, the prefabricated reinforced concrete member manufacturing method according to the present invention produces a concrete planar wall member, a flat floor member, and a wall with a hole according to a uniform specification and structure in the factory. Components, and L-shaped, T-shaped, cross-shaped wall column members, etc.

（ 3 ）运输、安装方便。本发明采用的预制构件内开有孔洞，重量轻，运输安装方便。 (3) Convenient transportation and installation. The prefabricated member used in the invention has a hole in the hole, which is light in weight and convenient for transportation and installation.

（ 4 ）显著减少施工现场工作量，加快施工进度。采用本发明提出的剪力墙建筑结构显著减少或避免钢筋工程、脚手架工程、模板工程、混凝土工程和抹灰工程等，节约资源、节省人工、减少管理费用，提高工程质量。 ( 4 ) Significantly reduce the workload on the construction site and speed up the construction progress. The shear wall construction structure proposed by the invention significantly reduces or avoids steel works, scaffolding engineering, formwork engineering, concrete engineering and plastering engineering, saves resources, saves labor, reduces management costs, and improves engineering quality.

（ 5 ）预制构件接缝连接方便、可靠。通过在横向凹槽内布置钢筋，在纵向孔洞、横向凹槽和预制构件间浇筑混凝土，使纵向孔洞、横向凹槽以及预制构件间的后浇混凝土为一整体，提高预制构件间连接的可靠性，施工方便，避免使用阶段接缝开裂等问题。 (5 Prefabricated joints are convenient and reliable. By arranging the steel bars in the lateral grooves, concrete is poured between the longitudinal holes, the lateral grooves and the prefabricated members, so that the longitudinal holes, the lateral grooves and the post-cast concrete between the prefabricated members are integrated, thereby improving the reliability of the connection between the prefabricated members. It is convenient to construct and avoid problems such as cracking at the stage of use.

本发明用于剪力墙建筑结构中，也可用于框架 - 剪力墙建筑结构中剪力墙结构部分。 The invention is used in a shear wall building structure, and can also be used in a shear wall structure part of a frame-shear wall building structure.

图 1 是本发明的建筑结构实施例示意图。 BRIEF DESCRIPTION OF THE DRAWINGS Fig. 1 is a schematic view showing an embodiment of a building structure of the present invention.

图 2 是本发明实施例中预制构件间的连接示意图，横向凹槽相对布置。 2 is a schematic view showing the connection between the prefabricated members in the embodiment of the present invention, and the lateral grooves are arranged oppositely.

图 3 是图 2 中的截面示意图，横向锚连钢筋为箍筋； Figure 3 is a schematic cross-sectional view of Figure 2, the transverse anchoring reinforcement is a stirrup;

图 4 是图 2 中的截面示意图，横向锚连钢筋由预埋 U 形钢筋组成； Figure 4 is a schematic cross-sectional view of Figure 2, the transverse anchoring steel bar is composed of pre-embedded U-shaped steel bars;

图 5 是本发明实施例中预制构件间的连接示意图，横向凹槽与凹槽间突起咬合在一起。 Fig. 5 is a schematic view showing the connection between the prefabricated members in the embodiment of the present invention, wherein the lateral grooves and the grooves are engaged with each other.

图 6 是图 5 中的截面示意图； Figure 6 is a schematic cross-sectional view of Figure 5;

图 7 是 本发明实施例中 预制平板构件示意图，横向凹槽的侧视图为梯形； Figure 7 is a schematic view of a prefabricated flat member in the embodiment of the present invention, the side view of the lateral groove is trapezoidal;

图 8 是图 7 中的截面示意图； Figure 8 is a schematic cross-sectional view of Figure 7;

图 9 是 本发明实施例中 预制平板构件示意图，横向凹槽的侧视图为矩形； Figure 9 is a schematic view of a prefabricated flat member in the embodiment of the present invention, the side view of the lateral groove is rectangular;

图 10 是 本发明实施例中 预制构件示意图， 侧边预埋 U 形钢筋，以平板构件为例 ； Figure 10 is a schematic view of a prefabricated member in an embodiment of the present invention, with U-shaped steel bars embedded on the side, taking a flat member as an example;

图 11 是本发明实施例中的预制构件示意图，横向凹槽部位的一侧板面保留混凝土，以平板构件为例； Figure 11 It is a schematic diagram of a prefabricated member in the embodiment of the present invention, wherein one side of the lateral groove portion retains concrete, and a flat member is taken as an example;

图 12 是图 11 中的截面示意图； Figure 12 is a schematic cross-sectional view of Figure 11;

图 13 是本发明实施例中的预制构件示意图，横向凹槽间设置有连通 纵向孔洞的不贯通横向孔洞 ，以平板构件为例； Figure 13 is a schematic view of a prefabricated member in an embodiment of the present invention, wherein a transverse hole is provided with a non-penetrating transverse hole communicating with the longitudinal hole Taking a flat member as an example;

图 14 是图 13 中的截面示意图； Figure 14 is a schematic cross-sectional view of Figure 13;

图 15 是本发明实施例中 预制 T 形墙柱构件示意图； Figure 15 is a schematic view of a prefabricated T-shaped wall column member in an embodiment of the present invention;

图 16 是 本发明实施例中 预制 L 形墙柱构件示意图； Figure 16 is a schematic view of a prefabricated L-shaped wall column member in an embodiment of the present invention;

图 17 是 本发明实施例中 预制十字型墙柱构件示意图； Figure 17 is a schematic view of a prefabricated cruciform wall column member in an embodiment of the present invention;

图 18 是 本发明实施例中 预制带洞口墙体构件示意图； Figure 18 is a schematic view showing the prefabricated wall member with a hole in the embodiment of the present invention;

图 19 是 本发明实施例中 的带边柱的预制构件示意图； Figure 19 is a schematic view of a prefabricated member with a side column in an embodiment of the present invention;

图 20 是本发明的实施例中的预制梁构件示意图。 Figure 20 is a schematic illustration of a precast beam member in an embodiment of the present invention.

图 21 是本发明的实施例中的梁支座处预制墙体构件示意图。 Figure 21 is a schematic illustration of a prefabricated wall member at a beam support in an embodiment of the present invention.

图 22 是 本发明实施例中预制构件的模板示意图，以预制平板构件为例。 Figure 22 is a schematic view of a template of a prefabricated member in an embodiment of the present invention, taking a prefabricated flat member as an example.

本发明的实施例如图 1 ，本实施例为高层剪力墙建筑结构的局部层的立体示例图。所述建筑结构包括：预制墙板构件 2 、 T 形墙柱构件 3 、 L 形墙柱构件 4 、十字形墙柱构件 5 、带洞口墙体构件 6 和楼板构件 7 。所述墙板构件、楼板构件和墙柱构件沿长度方向开有若干个相互平行的纵向贯通孔洞， 纵向边缘间隔设置与至少一个纵向孔洞相交的横向凹槽 。将墙柱构件、墙板构件和带洞口墙体构件树立放置构成一层结构的竖向承重骨架，锚固于基础内的锚连钢筋插入纵向孔洞内 ； 不同预制构件间的横向凹槽相对布置，在横向凹槽组成的空间内设置横向锚连钢筋，在纵向孔洞内设置纵向锚连钢筋。将预制楼板构件放置于竖向承重骨架之上，不同构件间的横向凹槽、纵向孔洞相对应，在纵向孔洞内插入锚连钢筋，在横向凹槽部位设置锚连钢筋。在组成竖向承重骨架和楼板的预制构件和的纵向孔洞、横向凹槽内浇筑混凝土；混凝土硬化后，形成装配整体式剪力墙结构的一层结构单元或单层建筑结构。在一层结构单元之上依次向上构筑各结构单元，上层结构单元的竖向承重骨架固定在下层结构单元上，底层结构单元固定在基础上。  An embodiment of the present invention is shown in FIG. The present exemplary embodiment is a perspective view of a portion of the layer structure of a high rise building. The building structure comprises: a prefabricated wall panel member 2, a T-shaped wall column member 3, an L-shaped wall column member 4, and a cross-shaped wall column member 5 , with a wall member 6 and a floor member 7 . The wall panel member, the floor panel member and the wall column member are provided with a plurality of longitudinal through-holes parallel to each other along the length direction. Spaced longitudinal edges with at least one longitudinal bore intersecting the transverse grooves . The wall column member, the wall plate member and the wall member with the opening are placed to form a vertical bearing frame of a layer structure, and the anchor steel bar anchored in the foundation is inserted into the longitudinal hole; The lateral grooves between the different prefabricated members are arranged opposite each other, the transverse anchoring steel bars are arranged in the space formed by the lateral grooves, and the longitudinal anchoring steel bars are arranged in the longitudinal holes. The prefabricated floor slab members are placed on the vertical load-bearing frame, the transverse grooves and the longitudinal holes between the different members are correspondingly inserted into the longitudinal holes, and the anchor steel bars are arranged in the lateral groove portions. The concrete is poured into the prefabricated members and the longitudinal holes and the lateral grooves which constitute the vertical load-bearing skeleton and the floor; after the concrete is hardened, a structural unit or a single-layer building structure which is assembled with the integral shear wall structure is formed. Each structural unit is sequentially constructed upward on a layer of structural units, and the vertical load-bearing skeleton of the upper structural unit is fixed on the lower structural unit, and the underlying structural unit is fixed on the foundation.

本实施例中预制构件间的连接关系，见图 2 、图 3 、图 4 。 The connection relationship between the prefabricated members in this embodiment is shown in Fig. 2, Fig. 3, and Fig. 4.

图 2 是 本实施例中预制构件间 采用暗柱式连接节点的示意图，横向锚连钢筋为现场配置的箍筋 81 ，如图 2 ；或者横向锚连钢筋是预埋的钢筋 83 ，预埋钢筋外露部分为 U 形，两侧 U 形钢筋组成箍筋，如图 3 。预制构件 1 （包括 预制墙板构件、 T 形墙柱构件、 L 形墙柱构件、十字形墙柱构件、带洞口墙体构件和楼板构件等 ）的纵向边缘布置横向凹槽 10 ，与突起 11 交错布置；预制构件 1 内开有纵向贯通孔洞 9 ，靠近纵向边缘的孔洞与横向凹槽 10 相交；节点两侧的横向凹槽 10 相对布置形成一个空间，现场配置的箍筋 81 或者由预埋钢筋 83 构成的箍筋设置于其中；将插入到与横向凹槽相交的纵向孔洞内的纵向钢筋 82 穿过锚连钢筋 81 或 83 组成钢筋骨架（当受力较小或锚连钢筋伸入横向凹槽的长度满足锚固要求时，可不设置纵筋 82 ），与基础锚连钢筋或已制作好的结构层的锚连钢筋连接起来（采用机械连接、焊接等常规连接技术）；后浇混凝土 18 填充在预制构件纵向孔洞 9 、横向凹槽 10 以及预制构件间的空隙内。 Fig. 2 is a schematic view showing the use of a dark-column connection node between the prefabricated members in the embodiment, and the lateral anchoring rebar is a stirrup for the field arrangement 81 As shown in Fig. 2; or the transverse anchoring steel bar is the pre-embedded steel bar 83, the exposed part of the pre-embedded steel bar is U-shaped, and the U-shaped steel bars on both sides form a stirrup, as shown in Fig. 3. Prefabricated component 1 (including prefabricated wallboard components, T The longitudinal edge of the wall column member, the L-shaped wall column member, the cross-shaped wall column member, the wall member with the opening wall and the floor member, etc., is arranged with a lateral groove 10 staggered with the protrusion 11; the prefabricated member 1 The inner opening has a longitudinal through hole 9 , and the hole near the longitudinal edge intersects the lateral groove 10; the lateral grooves 10 on both sides of the node are arranged to form a space, and the stirrup 81 on the site or the pre-embedded reinforcing bar 83 The formed stirrup is disposed therein; the longitudinal reinforcing bar 82 inserted into the longitudinal hole intersecting the lateral groove passes through the anchored reinforcing bar 81 or 83 Forming the steel frame (when the force is small or the length of the anchor steel bar extending into the lateral groove meets the anchoring requirements, the longitudinal reinforcement may not be provided 82 ), connected with the anchoring steel bar of the foundation anchor or the structural layer of the fabricated structure (using conventional joining techniques such as mechanical connection, welding, etc.); the post-cast concrete 18 is filled in the longitudinal hole 9 of the prefabricated member, and the lateral groove 10 And within the gap between the prefabricated components.

本实施例中预制构件间的连接关系，亦可见图 5 、图 6 。 The connection relationship between the prefabricated members in this embodiment can also be seen in Fig. 5 and Fig. 6.

图 5 、图 6 是 本实施例中预制构件间 采用齿槽式连接节点的示意图。预制混凝土构件 1 （包括 预制墙板构件、 T 形墙柱构件、 L 形墙柱构件、十字形墙柱构件、带洞口墙体构件和楼板构件等 ）的纵向边缘设置横向凹槽 10 ，与突起 11 交错布置；预制构件 1 内开有纵向贯通孔洞 9 ，靠近边缘的纵向孔洞与横向凹槽相交；节点一侧预制构件的突起 11 伸入到另一侧预制构件的横向凹槽 10 内，两侧预制构件 至少有一个 纵向孔洞部分或全部叠合在一起形成叠合的纵向孔洞；在叠合的纵向孔洞插入纵向钢筋 82 ，与基础锚连钢筋或已制作好的结构层的锚连钢筋连接起来（采用机械连接、焊接等常规连接技术），浇筑混凝土 18 形成齿槽式连接节点。 Fig. 5 and Fig. 6 are schematic views showing the use of a cogging type connection node between the prefabricated members in this embodiment. Precast concrete components 1 (including The longitudinal edges of the prefabricated wall panel member, the T-shaped wall column member, the L-shaped wall column member, the cross-shaped wall column member, the wall member with the opening wall, and the floor member are provided with lateral grooves 10 and protrusions 11 Staggered; the prefabricated member 1 has a longitudinal through hole 9 therein, and the longitudinal hole near the edge intersects the lateral groove; the protrusion 11 of the prefabricated member on one side of the node projects into the lateral groove of the other side of the prefabricated member 10 Inside, the prefabricated members on both sides have at least one longitudinal hole partially or completely superposed to form a superposed longitudinal hole; the longitudinal reinforcement is inserted in the superposed longitudinal hole 82 , connecting with the anchoring steel bars of the foundation anchors or the anchored structural layers (using conventional joining techniques such as mechanical connection and welding), and pouring the concrete 18 to form a cogging joint.

本实施例中的墙板构件和楼板构件为预制混凝土平板，如图 7 、图 8 、图 9 所示，预制平板 2 内沿长度方向开有若干个（至少构件两侧各设置一个）相互平行的纵向贯通孔洞 9 ， 纵向边缘间隔设置与至少一个纵向孔洞相交的横向凹槽 10 ，与凹槽间的突起 11 交错分布；预制构件 2 上设置了安装吊环 84 。所述纵向孔洞的横截面为圆形、矩形等，直径或边长为 60mm 至 340mm 。横向凹槽的侧视图为梯形，如图 7 ，或矩形，如图 9 ，亦可是其他形状。横向凹槽伸入预制构件至少与一个纵向孔洞相交。预制墙板构件的长度一般取建筑物层高或者建筑物层高减去楼板厚度。  The wall panel member and the floor panel member in this embodiment are precast concrete panels, as shown in Fig. 7, Fig. 8, and Fig. 9, prefabricated panels 2 A plurality of longitudinal through-holes 9 are formed in the longitudinal direction of the inner edge (at least one of the two sides of the member), and the longitudinal edges are spaced apart from the transverse grooves 10 intersecting the at least one longitudinal hole, and the protrusions between the grooves 11 Staggered distribution; mounting rings 8 are provided on the prefabricated components 2 . The longitudinal holes have a circular, rectangular, etc. cross section with a diameter or side length of 60 mm to 340 mm. The side view of the lateral groove is trapezoidal, as shown 7 , or rectangular, as shown in Figure 9, can also be other shapes. The transverse groove extends into the prefabricated member to intersect at least one of the longitudinal holes. The length of the prefabricated wallboard members is generally determined by the height of the building floor or the height of the building floor minus the thickness of the floor.

本实施例中的预制混凝土构件在侧面预埋钢筋，外露部分为 U 形，如图 10 ，预埋钢筋外露部分还可是 L 形等。 The precast concrete member in this embodiment is pre-embedded with steel bars on the side, and the exposed portion is U-shaped, as shown in Fig. 10. The exposed portion of the pre-embedded steel bar may also be L Shape and so on.

本实施例中的预制混凝土构件在 横向凹槽部位的一侧板面保留混凝土 ，如图 11 、图 12 。预制混凝土构件 1 沿长度方向开有若干个（至少构件两侧各设置一个）相互平行的纵向贯通孔洞 9 ， 纵向边缘间隔设置与至少一个纵向孔洞相交的横向凹槽 10 ，与凹槽间的突起 11 交错分布；横向凹槽的一侧板面保留混凝土 12 。预制构件 1 上设置了安装吊环 84 。类似的还可在预制混凝土构件的 横向凹槽部位的两侧板面保留混凝土（附图未示出）。 The precast concrete member in this embodiment retains concrete on one side of the lateral groove portion, as shown in Fig. 11 and Fig. 12 . The precast concrete member 1 has a plurality of longitudinal through holes 9 which are parallel to each other in the longitudinal direction (at least one on each side of the member), and the longitudinal edges are spaced apart from each other to form a lateral groove intersecting at least one longitudinal hole 10 The protrusions 11 between the grooves are staggered; the one side of the lateral grooves retains the concrete 12 . A mounting eyebolt 84 is provided on the prefabricated component 1. Similar to precast concrete components Both sides of the lateral groove portion retain the concrete (not shown in the drawings).

本实施例中的预制混凝土构件内开有与表面平行的横向不贯通孔洞，如图 13 、图 14 。预制混凝土构件 1 沿长度方向开有若干个（至少构件两侧各设置一个）相互平行的纵向贯通孔洞 9 ， 纵向边缘间隔设置与至少一个纵向孔洞相交的横向凹槽 10 ，与凹槽间的突起 11 交错分布；横向凹槽间的突起 11 开有不贯通横向孔洞 13 。预制构件 1 上设置了安装吊环 84 。类似的还可在预制混凝土构件的 横向凹槽端部设置不贯通横向孔洞（附图未示出）。 The precast concrete member in this embodiment has a lateral non-penetrating hole parallel to the surface, as shown in Figs. 13 and 14 . Precast concrete members 1 A plurality of longitudinal through-holes 9 are formed in the longitudinal direction (at least one on each side of the member), and the longitudinal edges are spaced apart from the transverse grooves 10 intersecting the at least one longitudinal hole, and the protrusions between the grooves 11 Staggered distribution; the protrusions 11 between the lateral grooves are open to the transverse holes 13 . A mounting eyebolt 84 is provided on the prefabricated component 1. Similar to precast concrete components The lateral groove ends are arranged not to penetrate the transverse holes (not shown in the drawings).

本实施例中的 T 形墙柱如图 15 ， L 形墙柱如图 16 ，十字形墙柱如图 17 。各墙柱构件的构成基本相同，以 T 形墙柱为例，预制墙柱构件内沿长度方向开有若干个（至少构件两侧各设置一个）相互平行的纵向贯通孔洞 9 ， 纵向边缘间隔设置与至少一个纵向孔洞相交的横向凹槽 10 ，与凹槽间的突起 11 交错分布。预制构件上设置了安装吊环 84 。墙柱构件长度一般取建筑物层高或者建筑物层高减去楼板厚度，肢长根据建筑与结构要求确定，肢厚一般取板厚。 The T-shaped wall column in this embodiment is shown in Fig. 15, the L-shaped wall column is shown in Fig. 16, and the cross-shaped wall column is shown in Fig. 17. . The structure of each wall column member is basically the same. Taking the T-shaped wall column as an example, a plurality of longitudinal through holes 9 are arranged in the length direction of the prefabricated wall column member (at least one of the two sides of the member). The longitudinal edges are spaced apart from the transverse grooves 10 intersecting the at least one longitudinal bore, staggered with the projections 11 between the grooves. Mounting rings are provided on the prefabricated components 84 . Wall stud member length and generally storey of the building or building storey slab thickness is subtracted, limb length is determined according to the requirements of building and construction, thickness and generally thicker limb.

本实施例中的预制混凝土带洞口墙体构件如图 18 。带洞口预制构件 6 的纵向边缘布置横向凹槽 10 和突起 11 ，横向凹槽和突起交错布置；墙体构件 6 内 开有若干个贯通纵向孔洞 9 ，靠近纵向边缘的孔洞与横向凹槽 10 相交；洞口上部连梁开有若干不贯穿竖向孔洞 14 ，孔底距外表面一般不小于 20mm ；洞口下部墙体（当墙体上开有门洞时，没有这部分墙体）开有若干贯穿竖向孔洞 15 。构件上设置了安装吊环 84 。 The precast concrete belt opening wall member in this embodiment is shown in Fig. 18. The longitudinal edge of the prefabricated member 6 with a hole is arranged with a lateral groove 10 And the protrusions 11 , the lateral grooves and the protrusions are staggered; the wall member 6 has a plurality of through-holes 9 extending through the longitudinal edges and the lateral grooves 10 Intersection; the upper part of the opening of the hole has a number of vertical holes 14 that are not penetrated, and the bottom of the hole is generally not less than 20 mm from the outer surface; the lower wall of the hole (when there is a door opening on the wall, there is no such part) Vertical hole 15 . A mounting eyebolt 84 is provided on the component.

本实施例中的预制混凝土构件包括带边柱墙体构件，如图 19 ，包括墙板和边柱，墙板上沿长度方向开有若干个纵向贯通孔洞 9 ， 纵向边缘间隔设置与至少一个纵向孔洞相交的横向凹槽 10 ，与凹槽间的突起 11 交错分布。预制构件上设置了安装吊环 84 。 The precast concrete member in this embodiment comprises a wall member with a side column, as shown in Fig. 19. The utility model comprises a wall panel and a side column. The wall panel has a plurality of longitudinal through holes 9 extending along the length direction, and the longitudinal edges are spaced apart from the transverse grooves 10 intersecting the at least one longitudinal hole, and the protrusions between the grooves 11 Staggered distribution. A mounting eyebolt 84 is provided on the prefabricated component.

本实施例中的预制混凝土构件包括预制梁，如图 20 ，预制混凝土梁端布置横向凹槽 10 和突起 11 ，横向凹槽和突起交错布置；梁两侧开有若干个贯穿竖向孔洞 9 ，靠近梁端的孔洞与横向凹槽 10 相交；梁中部开有若干不贯穿竖向孔洞 16 ，孔底距外表面一般不小于 20mm 。预制构件上设置了安装吊环 84 。 The precast concrete member in this embodiment comprises a prefabricated beam, as shown in Fig. 20, the lateral groove 10 and the protrusion are arranged at the end of the precast concrete beam. The lateral grooves and the protrusions are alternately arranged; a plurality of vertical holes 9 are formed on both sides of the beam, and the holes near the beam ends intersect the lateral grooves 10; the middle of the beam is provided with a plurality of vertical holes 16 The bottom of the hole is generally not less than 20mm from the outer surface. A mounting eyebolt 84 is provided on the prefabricated component.

本实施例中的梁支座处预制墙体构件，如图 21 ，预制构件 1 在纵向边缘布置横向凹槽 10 和突起 11 ，横向凹槽和突起交错布置；预制构件 1 开有若干个贯穿纵向孔洞 9 ，靠近纵向边缘的孔洞与横向凹槽 10 相交；预制构件 1 在梁支座部位内收 17 。预制构件上设置了安装吊环 84 。 The prefabricated wall member at the beam support in this embodiment, as shown in Fig. 21, the prefabricated member 1 is provided with lateral grooves 10 and protrusions at the longitudinal edges. The lateral grooves and the protrusions are staggered; the prefabricated member 1 has a plurality of through-holes 9 therethrough, the holes near the longitudinal edges intersect the lateral grooves 10; and the prefabricated members 1 are received in the beam support portion. . A mounting eyebolt 84 is provided on the prefabricated component.

本发明提出的装配整体式剪力墙结构的建造方法，如图 1 所示，包括以下步骤： The method for constructing the assembled integral shear wall structure proposed by the present invention, as shown in FIG. 1, comprises the following steps:

（ 1 ）将工厂制作的预制墙板构件 2 、 T 形墙柱构件 3 、 L 性墙柱构件 4 、十字形墙柱构件 5 、带洞口墙体构件 6 、 楼板构件 7 以及其他预制构件运送到现场； (1) Prefabricated wallboard members 2, T-shaped wall column members 3, L-wall column members 4, and cross-shaped wall columns 5, the wall member with the opening 6, the floor member 7 and other prefabricated components are transported to the site;

（ 2 ）将墙板构件 2 、墙柱构件 3 、 4 、 5 和带洞口墙体构件 6 以及其他预制混凝土构件树立放置构成一层结构的竖向承重骨架，锚固于基础内的锚连钢筋 86 插入纵向孔洞内；不同构件间的横向凹槽相对应，设置水平锚连钢筋（图中未示出），在纵向孔洞内插入锚连钢筋（图中未示出），一端凸出预制构件表面一定长度； (2) Wall panel members 2, wall column members 3, 4, 5 and walled members with openings 6 And other precast concrete members are placed to form a vertical load-bearing skeleton that constitutes a layer of structure, anchored steel bars anchored in the foundation 86 Inserted into the longitudinal hole; corresponding to the lateral grooves between the different members, horizontal anchored steel bars (not shown) are inserted, anchored steel bars (not shown) are inserted into the longitudinal holes, and the surface of the prefabricated members is protruded at one end. a certain length;

（ 3 ）将预制楼板构件 9 放置于竖向承重骨架之上，不同构件间的横向凹槽、纵向孔洞相对应，在纵向孔洞两端锚连钢筋端部塞入泡沫塑料块（图中未示出），插入锚连钢筋（图中未示出）；在横向凹槽部位设置锚连钢筋（图中未示出）； (3) Prefabricated floor slab components 9 Placed on the vertical load-bearing skeleton, the transverse grooves and the longitudinal holes between the different members correspond to each other. The ends of the reinforcing bars at both ends of the longitudinal holes are inserted into the foam block (not shown), and the anchor bars are inserted. Not shown in the figure); anchoring steel bars are provided at the lateral groove portions (not shown);

（ 4 ）在组成竖向承重骨架的预制构件的纵向孔洞、横向凹槽内浇筑混凝土（图中未示出），在预制楼板构件的横向凹槽、与横向凹槽相交的纵向孔洞及其他纵向孔洞的两端浇筑混凝土（图中未示出）；混凝土硬化后，形成装配整体式剪力墙结构的一层结构单元或单层建筑结构； ( 4 Placing concrete (not shown) in the longitudinal holes and transverse grooves of the prefabricated members constituting the vertical load-bearing skeleton, the lateral grooves of the prefabricated floor members, the longitudinal holes intersecting the lateral grooves, and other longitudinal holes Concrete is poured at both ends (not shown); after the concrete is hardened, a structural unit or a single-story building structure is assembled to form an integral shear wall structure;

（ 5 ）多次重复（ 1 ）至（ 4 ），在一层结构单元之上依次向上构筑各结构单元，上层结构单元的竖向承重骨架固定在下层结构单元上，形成多层或高层装配整体式剪力墙结构。 (5) Repeat (1) to (4) The structural units are sequentially constructed upward on a layer of structural units, and the vertical load-bearing skeleton of the upper structural unit is fixed on the lower structural unit to form a multi-layer or high-rise integrated integral shear wall structure.

在步骤（ 2 ）、步骤（ 3 ）中，所述装配整体式剪力墙结构预制构件间的 节点一侧预制混凝土构件的突起伸入到另一侧预制构件的横向凹槽内，两侧预制构件的 边缘至少有一个 纵向孔洞部分或全部叠合在一起形成叠合的纵向孔洞，在叠合的纵向孔洞插入纵向钢筋 。 In the step (2), the step (3), the assembly of the integral shear wall structure between the prefabricated components The protrusion of the precast concrete member on one side of the joint protrudes into the lateral groove of the other side prefabricated member, and at least one edge of the prefabricated member on both sides The longitudinal holes are partially or completely superposed to form a folded longitudinal hole into which the longitudinal reinforcing bars are inserted.

构成本实施例的预制混凝土构件的制作方法基本相同，以平板构件为例，如图 22 所示，包括以下步骤： The manufacturing method of the precast concrete member constituting the present embodiment is basically the same. Taking the flat member as an example, as shown in Fig. 22, the following steps are included:

（ 1-1 ）在预制板生产场地上，采用底模 21 ，侧模 22 ，顶模 23 ，和多根用于制作纵向孔洞的纵向钢管内模 24 作模板；其中，侧模 22 每间隔一定距离向内凹，顶模 23 上开有与钢管形状尺寸相同的孔洞 231 ； ( 1-1 ) On the prefabricated board production site, the bottom mold 21, the side mold 22, and the top mold 23 are used. And a plurality of longitudinal steel pipe inner molds 24 for making longitudinal holes; wherein the side molds 22 are concave inwardly at a certain distance, and the top mold 23 is provided with holes 231 having the same shape and shape as the steel pipe;

（ 1- 2 ）将底模 21 ，侧模 22 ，顶模 23 组合在一起，布置钢筋网（图中未示出），将多跟钢管内模 24 穿过一侧顶模的孔洞 231 ，穿过钢筋网的间隙，穿过另一侧顶模的孔洞；侧模内凹部分的端部 221 与纵向钢管内模 24 贴合在一起； ( 1- 2 ) the bottom mold 21 , the side mold 22 , the top mold 23 Combinedly, a reinforcing mesh (not shown) is arranged, and the multi-steel inner mold 24 is passed through the hole 231 of the side die, through the gap of the reinforcing mesh, through the hole of the other side die; End portion 221 of the concave portion of the mold Fitted with the longitudinal steel tube inner mold 24;

（ 1- 3 ）在侧模、顶模和底模组成的空间内浇筑混凝土，在混凝土达到一定强度后抽出纵向钢管形成纵向贯通孔洞 9 ； ( 1- 3 Pour concrete in a space composed of a side mold, a top mold and a bottom mold, and after the concrete reaches a certain strength, the longitudinal steel tube is drawn to form a longitudinal through hole 9;

（ 1-4 ）待混凝土达到预期强度拆除底模，顶模，侧模，形成所述的预制混凝土空心构件。 (1-4) The concrete is removed to the expected strength, the top mold, the side mold, and the precast concrete hollow member are formed.

Claims (10)

一种 装配整体式剪力墙建筑结构，该建筑结构由预制混凝土构件通过现浇混凝土和锚连钢筋 连接构成，所述 预制混凝土构件包括预制墙板构件、楼板构件、 T 形墙柱构件、 L 性墙柱构件、十字形墙柱构件和带洞口墙体构件； 其特征在于，所述预制混凝土构件 内 开有若干个与表面平行的纵向贯通孔洞，纵向边缘间隔设置与至少一个纵向孔洞相交的横向凹槽； 不同预制构件间的横向凹槽相对布置，在横向凹槽组成的空间内设置横向锚连钢筋；在纵向孔洞内设置纵向锚连钢筋；在纵向孔洞、横向凹槽内填充混凝土形成一层结构单元或单层建筑结构；多个结构单元连接构成多层或高层装配整体式剪力墙结构。  An integrated monolithic shear wall building structure constructed from precast concrete members through cast-in-place concrete and anchored steel bars, The precast concrete member comprises a prefabricated wall member, a floor member, a T-shaped wall column member, an L-shaped wall column member, a cross-shaped wall column member and a walled member having a hole; wherein the precast concrete member is Opening a plurality of longitudinal through holes parallel to the surface, the longitudinal edges being spaced apart from the transverse grooves intersecting the at least one longitudinal hole; The transverse grooves between the different prefabricated members are arranged oppositely, the transverse anchoring steel bars are arranged in the space formed by the lateral grooves; the longitudinal anchoring steel bars are arranged in the longitudinal holes; the concrete is filled in the longitudinal holes and the transverse grooves to form a structural unit Or a single-story building structure; a plurality of structural unit connections form a multi-layer or high-rise assembled monolithic shear wall structure. 根据权利要求 1 所述的 装配整体式剪力墙建筑结构，其特征在于，所述横向锚连钢筋为设置于横向凹槽组成的空间内的箍筋；或者所述横向锚连钢筋为设置于预制混凝土构件纵向边缘的 外露部分为 U 形、 L 形的预埋钢筋 。 According to claim 1 Assembling an integral shear wall building structure, wherein the lateral anchoring steel bar is a stirrup disposed in a space formed by the lateral groove; or the lateral anchoring steel bar is exposed on a longitudinal edge of the precast concrete member Part is U Shaped, L-shaped pre-embedded steel. 根据权利要求1、2所述的装配整体式剪力墙建筑结构，其特征在于，与所述横向凹槽相交的纵向孔洞内插入纵向钢筋，该纵向钢筋与横向锚连钢筋组成钢筋骨架。The assembled monolithic shear wall building structure according to claim 1, wherein a longitudinal reinforcing bar is inserted into the longitudinal hole intersecting the lateral groove, and the longitudinal reinforcing bar and the lateral anchoring reinforcing bar form a reinforcing steel skeleton. 根据权利要求1所述的装配整体式剪力墙建筑结构，其特征在于，预制混凝土构件之间的接缝一侧的预制构件的突起伸入到另一侧预制构件的横向凹槽内，使接缝两侧的预制构件至少有一个纵向孔洞全部或部分叠合在一起，在叠合的纵向孔洞内插入纵向钢筋。The assembled monolithic shear wall structure according to claim 1, wherein the protrusion of the prefabricated member on the seam side between the precast concrete members projects into the lateral groove of the other side prefabricated member, so that At least one longitudinal hole of the prefabricated members on both sides of the seam is wholly or partially overlapped, and longitudinal reinforcing bars are inserted into the stacked longitudinal holes. 根据权利要求1所述的装配整体式剪力墙建筑结构，其特征在于，当所述预制混凝土墙板作为承重墙，是由普通混凝土构成的；当所述预制混凝土墙板作为非承重墙，是由轻质混凝土构成的。The assembled monolithic shear wall structure according to claim 1, wherein when the precast concrete wall panel is used as a load-bearing wall, it is composed of ordinary concrete; when the precast concrete wall panel is used as a non-bearing wall, It is made of lightweight concrete. 根据权利要求1所述的装配整体式剪力墙建筑结构，其特征在于，所述预制混凝土构件在横向凹槽部位的一侧或两侧板面保留混凝土。The assembled monolithic shear wall building structure according to claim 1, wherein the precast concrete member retains concrete on one or both side panels of the lateral groove portion. 根据权利要求1所述的装配整体式剪力墙建筑结构，其特征在于，所述预制混凝土构件内开有与表面平行的、连通至少一个纵向孔洞的不贯通横向孔洞；横向孔洞位于横向凹槽处，或者位于横向凹槽之间。The assembled monolithic shear wall structure according to claim 1, wherein the precast concrete member has a non-penetrating transverse hole parallel to the surface and communicating with at least one longitudinal hole; the transverse hole is located in the lateral groove. Or at the lateral groove. 根据权利要求1所述的装配整体式剪力墙建筑结构，其特征在于，所述纵向孔洞和横向凹槽内填充普通混凝土，或者填充再生骨料混凝土。The assembled monolithic shear wall building structure according to claim 1, wherein the longitudinal holes and the lateral grooves are filled with ordinary concrete or filled with recycled aggregate concrete. 一种装配整体式剪力墙建筑结构的建造方法，其特征在于，包括下列步骤：A method for constructing an integrated shear wall building structure, comprising the steps of: （1）将工厂制作的预制墙板构件、楼板构件、T形墙柱构件、L性墙柱构件、十字形墙柱构件和带洞口墙体构件运送到现场；(1) transporting prefabricated wallboard members, floor slab members, T-shaped wall column members, L-shaped wall column members, cross-shaped wall column members and walled members with openings to the site; （2）将墙柱构件、墙板构件和带洞口墙体构件树立放置构成一层结构的竖向承重骨架，锚固于基础内的锚连钢筋插入纵向孔洞内；不同构件间的横向凹槽相对应，设置水平锚连钢筋；在纵向孔洞内插入锚连钢筋，一端凸出预制构件表面一定长度； (2) The wall column member, the wall panel member and the wall member with the opening are placed to form a vertical bearing frame of a layer structure, and the anchor steel bar anchored in the foundation is inserted into the longitudinal hole; the transverse groove phase between the different members Correspondingly, horizontal anchoring steel bars are arranged; anchoring steel bars are inserted into the longitudinal holes, and one end protrudes a certain length of the surface of the prefabricated member; （3）将预制楼板构件放置于竖向承重骨架之上，不同构件间的横向凹槽、纵向孔洞相对应；在横向凹槽、纵向孔洞内设置锚连钢筋；(3) placing the prefabricated floor slab members on the vertical load-bearing skeleton, corresponding to the lateral grooves and longitudinal holes between the different members; and providing anchoring bars in the lateral grooves and the longitudinal holes; （4）在组成竖向承重骨架的预制混凝土构件的纵向孔洞、横向凹槽内浇筑混凝土，在预制楼板构件的横向凹槽、与横向凹槽相交的纵向孔洞及其他纵向孔洞的两端浇筑混凝土；混凝土硬化后，形成装配整体式剪力墙结构的一层结构单元或单层建筑结构；(4) pouring concrete in the longitudinal holes and transverse grooves of the precast concrete members constituting the vertical load-bearing skeleton, and pouring concrete at the two ends of the lateral grooves of the precast slab members, the longitudinal holes intersecting the lateral grooves, and other longitudinal holes After the concrete is hardened, a structural unit or a single-story building structure is formed which is assembled with the integral shear wall structure; （5）多次重复（1）至（4），形成多层或高层装配整体式剪力墙结构。(5) Repeating (1) to (4) multiple times to form a multi-layer or high-rise assembled monolithic shear wall structure. 据权利要求9所述的一种装配整体式剪力墙建筑结构的建造方法，其特征在于，所述步骤（1）预制墙板构件、楼板构件、T形墙柱构件、L性墙柱构件、十字形墙柱构件和带洞口墙体构件的制作方法，包括下列步骤：A method for constructing an integrated monolithic shear wall building structure according to claim 9, wherein said step (1) prefabricating wall panel member, floor member, T-shaped wall column member, L-wall column member , a cross-shaped wall column member and a method for manufacturing a wall member with a hole, comprising the following steps: （1-1）在预制板生产场地上，采用底模，顶模，侧模和多根用于制作预留孔的纵向钢管内模作模板；其中，侧模每间隔一定距离向内凹，顶模上开有与钢管内模形状尺寸相同的孔洞；(1-1) On the prefabricated board production site, the bottom mold, the top mold, the side mold and a plurality of longitudinal steel pipe inner molds for making the reserved holes are used as templates; wherein the side molds are concave inward at a certain distance, top The mold is provided with a hole having the same shape and shape as the inner shape of the steel pipe; （1-2）将侧模、顶模和底模组合在一起，布置钢筋网，将多跟钢管内模穿过一侧顶模的孔洞，穿过钢筋网的间隙，穿过另一侧顶模的孔洞；侧模内凹部分的端部与外侧纵向钢管内模贴合在一起； (1-2) Combine the side mold, the top mold and the bottom mold, arrange the steel mesh, and pass the inner steel mold of the multiple steel pipe through the hole of the one side mold, through the gap of the steel mesh, and through the other side. a hole of the die; the end of the concave portion of the side mold is attached to the outer longitudinal steel pipe inner mold; （1-3）在侧模、顶模和底模组成的空间内浇筑混凝土，在混凝土达到一定强度后抽出纵向钢管内模形成纵向贯通孔洞；(1-3) pouring concrete in a space composed of a side mold, a top mold and a bottom mold, and after the concrete reaches a certain strength, the longitudinal inner steel tube is drawn to form a longitudinal through hole; （1-4）待混凝土达到预期强度拆除底模，顶模，侧模，形成所述的预制混凝土空心构件。(1-4) After the concrete reaches the expected strength, the bottom mold, the top mold and the side mold are removed to form the precast concrete hollow member.
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