WO2020098618A1 - Frame-type prefabricated wallboard and installation method therefor - Google Patents

Frame-type prefabricated wallboard and installation method therefor Download PDF

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Publication number
WO2020098618A1
WO2020098618A1 PCT/CN2019/117327 CN2019117327W WO2020098618A1 WO 2020098618 A1 WO2020098618 A1 WO 2020098618A1 CN 2019117327 W CN2019117327 W CN 2019117327W WO 2020098618 A1 WO2020098618 A1 WO 2020098618A1
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WO
WIPO (PCT)
Prior art keywords
frame
prefabricated wall
prefabricated
wall panel
module
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PCT/CN2019/117327
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French (fr)
Chinese (zh)
Inventor
王小平
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武汉理工大学
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Publication of WO2020098618A1 publication Critical patent/WO2020098618A1/en

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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/56Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/56Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • E04B2/562Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with fillings between the load-bearing elongated members
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/56Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • E04B2/64Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete
    • E04B2/66Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete characterised by special cross-section of the elongated members

Definitions

  • the invention belongs to the field of prefabricated house construction, and particularly relates to a frame prefabricated wall panel and an installation method thereof.
  • a frame-type prefabricated wall panel includes a plurality of prefabricated wall panel modules and a prefabricated wall column module, characterized in that the prefabricated wall column module includes a central column body and a plurality of connecting ends extending laterally along the column body, adjacent to each other The connection ends are perpendicular to each other.
  • Both the prefabricated wall panel module and the prefabricated wall pillar module are hollow integrated frames enclosed by an outer frame including a vertical frame and a horizontal frame.
  • a cross brace parallel to the top frame is provided above the interior of the frame. The cross beam formed between the cross brace and the top frame is empty for the beam body to pass through.
  • the prefabricated wall column modules include L-shaped columns, T-shaped columns, and ten-shaped columns according to the number of laterally extending connecting ends (2-4), and the specific prefabricated wall column module structure and quantity are prepared according to design requirements.
  • the thickness of the outer frame is 60-300 mm.
  • a cross brace parallel to the top frame is provided at a position 100-600 mm from the top frame inside the frame. If the height of any side vertical frame is less than 150 mm, no cross brace is provided.
  • the mullions are provided with side bolt holes parallel to the frame and horizontally penetrating at a plurality of set heights, for lateral fixed connection between the prefabricated wall panel modules or between the prefabricated wall panel modules and the prefabricated wall column modules; the top of the outer frame
  • a bolt mounting groove perpendicular to the outer frame is provided at a distance from the bottom.
  • the outer frame on the outer side of the bolt mounting groove is embedded with a pad plate with a bolt hole in the middle for prefabricating the wall and the upper or lower members.
  • the mullion is provided with a plurality of wall frame holes parallel to the frame beam and horizontally penetrating, and the area of the wall frame holes on the side of the mullion accounts for 20% to 50% of the side area of the mullion.
  • the outer frame below the horizontal support of the prefabricated wall panel module is provided with a frame space including a pair of vertical frames and a bottom horizontal frame.
  • the frame interior structure is one of the following structures: a. The frame interior is empty; b. A diagonal support is connected between the pair of mullions and the mullion; c. A horizontal support is vertically connected between the pair of mullions and the mullion; d. Between the cross brace and the bottom horizontal frame and the horizontal frame The vertical supports are vertically connected, and the ends of the supports are fixed to the outer frame bolts by a connecting plate that is close to the inner side wall of the outer frame.
  • the outer frame above the cross braces of the prefabricated wall panel module is provided with a pair of mullions and a top cross frame.
  • the mullions are provided with a vertical direction. Uprights.
  • the prefabricated wall panel module and the prefabricated wall pillar module are provided with a concave grouting groove in the middle of the outer end surface, and the grouting groove is vertically penetrated.
  • the hollow space of the frame prefabricated wall panel is filled with light insulation materials or blocks, and the filling step can be performed during the field installation of the wall.
  • a gable apex wall frame module For the roof gable, there is a gable apex wall frame module.
  • the top frame of the gable apex wall frame module protrudes, and the two sides are sloping symmetrically.
  • the outer ends of the two sides of the top frame are integrally connected to the top of the mullion;
  • the middle part protrudes, and the two sides are sloping down symmetrically.
  • the outer ends of the two sides of the horizontal brace are integrally connected to the mullion;
  • the top frame of the gable top wall frame module is inclined to one side, and the two ends are integrally connected to the vertical of different heights on both sides.
  • the top of the frame; there is a horizontal brace below the top frame parallel to the top frame, and the outer ends of both sides of the horizontal brace are integrally connected with the vertical frame respectively.
  • prefabricated door and window wall panel modules are provided, and the prefabricated door and window wall panel modules are provided with lintel spaces separated by cross braces and highly compressed frame spaces, so that the door and window installation space is reserved below the bottom horizontal frame.
  • Frame-type prefabricated wall panel modules can be manually moved to the installation location; then pass the bottom prefabricated wall panel modules and prefabricated wall column modules through the bottom
  • the bolt installation slot of the frame and the pre-embedded bolts of the foundation are connected by leveling and tightening with nuts; then the beam body is vertically passed through the beam gap, and the floor slab is installed on the beam, and the frame prefabricated wall panel is fixed and filled in the frame void
  • Install insulation fillers or blocks pour concrete into the grouting tank made of holes, and finally paint the surface of the wall;
  • the specific installation process of frame prefabricated wall includes:
  • the bolt bolt holes at the bolt installation slot are aligned with the bolt bolt holes at the lower top frame, and are tightly connected and installed.
  • the side bolt holes passing through the vertical frame with bolts are horizontally aligned with the upper bolt holes of the frame-type prefabricated wall plate aligned horizontally Fixed connection installation.
  • an L-shaped fixing plate needs to be fixedly installed on the large side of the mullion 20 to 100 mm from the connecting edge.
  • the L-shaped fixing plate fixes the side wings to fit the mullion, and the connecting side wings are close to the connecting edge
  • the L-shaped fixing plates on both sides of the connecting side are provided with vertically aligned through holes, and the studs are vertically passed through the through holes of a pair of connecting flanks, and screwed in on both sides of each connecting flank, respectively
  • Nuts, from top to bottom are first nut, second nut, third nut and fourth nut, tighten the third nut and fourth nut below, adjust the height of the side mullion by adjusting the position of the second nut After reaching the planned level, tighten the first nut; then fill the concrete between the connecting edges. After the concrete is solidified, the upper prefabricated wall is fixed, and then the L-shaped fixing plate is removed.
  • the invention realizes the problem that the construction module does not rely on transportation machinery to carry on site with ultra-light frame prefabricated wall panels. Because the weight is greatly reduced, each module can be easily carried with only human labor, and there is a unified standard for modular production , On-site assembly type installation is fast and convenient, which can greatly save construction cost and construction progress. After on-site assembly, the wall filler is filled, and the building strength and other technical requirements can meet the standards.
  • Figure 1 is a schematic front view of the frame-type solid L-shaped column facade structure
  • Figure 2 is a schematic top view of Figure 1;
  • Figure 3 is a schematic front view of the vertical structure of the frame-type solid T-shaped column
  • FIG. 4 is a schematic top view of FIG. 3;
  • FIG. 5 is a schematic front view of the vertical structure of the frame-shaped solid ten-type column
  • FIG. 6 is a schematic top view of FIG. 5;
  • FIG. 7 is a schematic front view of the vertical structure of the frame type solid wall panel
  • FIG. 8 is a schematic plan view of FIG. 7;
  • FIG. 9 is a schematic front view of the structure of the frame-type solid wall panel with support
  • FIG. 10 is a schematic plan view of FIG. 9;
  • FIG. 11 is a schematic front view of the vertical structure of the framed framed L-shaped column
  • FIG. 12 is a schematic top view of FIG. 11;
  • FIG. 13 is a schematic front view of the vertical structure of the framed T-pillar with frame holes
  • FIG. 14 is a schematic plan view of FIG. 13;
  • 15 is a schematic front view of the vertical structure of a frame-type framed ten-shaped column
  • FIG. 16 is a schematic plan view of FIG. 15;
  • 17 is a schematic front view of the vertical structure of the framed framed wall panel
  • FIG. 18 is a schematic plan view of FIG. 17;
  • FIG. 19 is a schematic front view of the vertical structure of the wall panel with frame frame holes and supports;
  • FIG. 20 is a schematic plan view of FIG. 19;
  • 21 is a schematic diagram of the horizontal connection between the framed wall panels
  • FIG. 22 is a cross-sectional view of A-A in FIG. 21;
  • 23 is a schematic diagram of vertical connection between framed wall panels
  • 24 is a schematic diagram of the mountain wall structure of the frame house
  • 25 is a schematic diagram of the structure of the gable top wall frame module
  • Fig. 26 is a schematic diagram of the structure of the gabled wall frame module
  • Figure 27 is a perspective view of the vertical connection between framed wall panels
  • Figure 28 is a perspective view of a framed wall panel with uprights
  • Figure 1-28 is a schematic structural diagram of a frame prefabricated wall panel and a schematic diagram of its installation process, where the frame prefabricated wall panel includes prefabricated
  • the wall panel module 11 and the prefabricated wall column module 5 can constitute the main part of the wall, and the installation of beams, floor slabs and roof on site can constitute the entire house frame.
  • the prefabricated wall pillar module 5 is provided with an L-shaped pillar 15 ( Figures 1, 2, 11, 12) and a T-shaped pillar 16 ( Figures 3, 4, 13, 14) and ten-shaped column 17 ( Figures 5, 6, 15, 16), the prefabricated wall column module 5 ( Figures 2, 4, 6, 12, 14, 16) is provided with 2 to 4 lateral extensions
  • the adjacent connection ends are perpendicular to each other, and are used for connection nodes when the wall turns and branches.
  • the prefabricated wall panel module 11 and the prefabricated wall pillar module 5 are surrounded by an outer frame including a vertical frame 3 and a horizontal frame to form a hollow integrated frame.
  • the thickness of the outer frame is 60-300 mm, and the distance between the frame and the top frame 19 is 100-600 mm.
  • the cross brace has the same shape as the top frame, for example The top of the gable and the top of the slope, the top frame is not straight, and the horizontal brace is still parallel to the top frame. If the height of the mullion 3 on either side is less than 150 mm, there is no cross bracing, especially the tail module on the top of the gable slope has no cross bracing.
  • the vertical frame 3 is provided with side bolt holes 7 parallel to the frame and horizontally penetrating at a plurality of set heights.
  • the height of the side bolt holes 7 is standardized, and the position of the side bolt holes is aligned during assembly, which can be directly
  • the bolt connection can be used for horizontal fixed connection between prefabricated wall panel modules or between prefabricated wall panel modules and prefabricated wall column modules.
  • the outer frame at the top and the bottom is provided with a bolt mounting slot 14 perpendicular to the outer frame.
  • the outer frame at the outer side of the bolt mounting slot is embedded with a cushion plate 12 with a bolt hole 13 in the middle for prefabricating the wall and
  • the vertical fixed connection between the upper and lower components, the nut is installed on the side of the bolt mounting groove 14 of the backing plate, and the bolt mounting groove 14 is convenient for fastening operation.
  • one embodiment of the frame-type prefabricated wall panel is that, as shown in FIG. 17, the mullion 3 is provided with a plurality of wall frame holes 23 parallel to the frame and horizontally penetrating, and the mullion 3 side
  • the area of the wall frame hole 23 accounts for 20% to 50% of the side area of the mullion 3, so that the weight of a frame type wall panel can only be handled by human power.
  • the outer frame below the cross brace 2 of the prefabricated wall panel module 11 is provided with a frame space 6 including a pair of mullions 3 and a bottom horizontal frame.
  • the frame space 6 is one of the following structures: the frame space 6 is empty (such as Figs. 7 and 17), a diagonal support 21 is connected to the mullion between the pair of mullions 3 (see Figs. 9 and 19), and a horizontal support 21 is vertically connected to the mullion between the pair of mullions 3 Or a vertical support 21 (as shown in FIG. 28) is vertically connected between the cross brace 2 and the bottom cross frame, and the end of the support 21 is fixed to the outer frame bolts by a connecting plate 20 that adheres to the inner side wall of the outer frame.
  • the framed prefabricated wall panel with support can enhance the shear resistance, and a prefabricated wall panel module 11 with lateral or oblique support is arranged between the prefabricated wall panel modules 11 where the frame 6 is empty, which is beneficial to the entire wall The strength of the frame when the unfilled wall filler is installed.
  • the prefabricated wall panel module 11 with uprights 36 can be used to enhance stability.
  • the outer frame above the cross brace 2 of the prefabricated wall panel module 11 is provided with a lintel space 8 including a pair of mullions 3 and a top horizontal frame, as shown in FIG. 28, when the width of the prefabricated wall panel module 11 is greater than or equal to 1.5 m There are vertical uprights 36.
  • a concave grouting groove 10 is provided, as shown in FIGS. 2, 4, 6, 8, and 10, the grouting groove 10 is vertically arranged. After splicing the wall modules, the overall connection stability and cracks are reduced by grouting.
  • a gabled apex wall frame module 24 is provided for the roof gable.
  • the outer ends of both sides of the top frame 19 are integrally connected to the top of the mullion 3; the middle of the cross brace 2 under the top frame protrudes, and the two sides are slanted downward symmetrically.
  • the cross brace 2 is parallel to the top frame.
  • a gable top wall frame module 25 is provided for the roof gable.
  • the top frame 19 of the gable top wall frame module 25 is inclined to one side, and the two ends are integrally connected to the top of the mullion 3 of different heights on both sides. If there is a cross brace 2 parallel to the top frame under the top frame, the outer ends of the two sides of the cross brace are integrally connected to the mullion 3 respectively, and the outermost gable top wall frame module 25 is omitted because of the mullion on one side.
  • Cross brace 2 is also omitted.
  • prefabricated door and window wall panel modules are provided, and the prefabricated door and window wall panel modules are provided with cross beam spaces 8 separated by cross braces and highly compressed frame spaces 6, so that the door and window installation space is reserved under the bottom horizontal frame.
  • the frame-shaped prefabricated wall panels are filled with light insulation materials in the hollow, or filled with light insulation materials during on-site installation.
  • a method for installing a frame-type prefabricated wall panel A predetermined number of prefabricated wall panel modules 11 and a prefabricated wall pillar module 5 are prepared according to the plan and transported to the site.
  • the frame-shaped prefabricated wall panel module has a light weight and can be manpower due to its only outer frame Moving to the installation position solves the problem of moving in remote areas or buildings without transport machinery.
  • the beam 18 is installed vertically through the girder space 8
  • the floor slab is installed on the beam 18
  • the prefabricated wall pillar module 5 is also connected and installed on the upper floor
  • the prefabricated wall panel module 11 is installed, and the frame-type prefabricated wall panel is fixed
  • fill the frame 6 with fillers or blocks, pour concrete into the assembled grouting groove 10 and bolt installation groove 14, and finally paint the surface of the wall.
  • Installation methods for prefabricated walls include:
  • the side of the prefabricated wall panel module 11 is aligned with the connection end 1 of the installed prefabricated wall column module 5 or the side end of the prefabricated wall panel module 11, and the bolts are passed directly Align the side bolt holes 7 of equal height and fasten the connection.
  • the pipeline is laterally arranged in the wall frame hole 23; if there is no wall frame hole 23, the pipeline is at the same height as the side bolt hole 7
  • the pipeline holes 4 arranged in parallel are arranged horizontally, and the connection state is shown in FIG. 21.
  • the upper frame prefabricated wall panels When installing between the upper and lower frame prefabricated wall panels, the upper frame prefabricated wall panels can be leveled first, and the prefabricated wall panel modules 11 or the prefabricated wall column modules 5 can be leveled.
  • an L-shaped fixing plate 27 needs to be fixedly installed on the large surface side of the mullion 3 that is 20 to 100 mm from the bottom or top edge.
  • the L-shaped fixing plate 27 fixes the side wing 34 to fit the mullion 3 and connect the side wing 33 It is close to the connecting edge and parallel to the connecting edge.
  • the connecting edge refers to the joint edge border of the upper and lower prefabricated wallboards.
  • the L-shaped fixed plates 27 on both sides of the connecting edge are provided with vertical Align the through holes, and vertically pass the studs 30 through a pair of through holes connecting the side wings 33, and screw in nuts on both sides of each connecting side wing 33, the first nut 28 and the second nut in order from top to bottom 29.
  • the third nut 31 and the fourth nut 32 tighten the third nut 31 and the fourth nut 32, adjust the position of the second nut 29 to adjust the height of the side mullion 3 to reach the planned level, and then tighten the A nut 28;
  • the corresponding prefabricated wall panel modules 11 or the corresponding prefabricated wall column modules 5 are aligned between the upper and lower frame prefabricated wall panels, and bolts are passed vertically
  • the bottom horizontal frame 35 bolts 13 in the bolt mounting groove 14 and the bolt bolt holes 13 in the bottom top frame 19 aligned with the bolt bolts 13 in the bottom top frame 19 are fastened and installed with nuts.
  • the bolt mounting grooves 14 can facilitate the nut tightening operation , Filled with concrete slurry after all installations are fastened, the metal parts are closed to prevent corrosion.
  • the whole is tilted down from the highest point of the gable wall frame module 24 to the two sides along a straight line, and the bolt is vertically inserted through the bolt mounting groove 14 of the bottom horizontal frame.
  • the cushion plate 12 The bolt hole 13 is aligned with the lower top frame.
  • the bolt holes 13 of the board are fastened, connected and installed, and the side bolt holes 7 passing through the vertical frame with bolts are laterally connected with the side bolt holes 7 of the frame-shaped prefabricated wall plate aligned laterally and fixedly installed.
  • the gable top wall frame module 25 with cross braces can vertically pass through the beam.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Load-Bearing And Curtain Walls (AREA)

Abstract

Provided by the present invention are frame-type prefabricated wallboards and an installation method therefor. A frame-type prefabricated wallboard comprises a prefabricated wallboard module and a prefabricated wall column module. The prefabricated wall column module is provided with L-shaped columns, T-shaped columns, and cross-shaped columns. The prefabricated wallboard module and the prefabricated wall column module are enclosed by an outer border frame comprising vertical frames and horizontal frames to form a hollow integrated frame. The thickness of the outer border frame is 60-300mm, and a wale parallel to a top frame is provided at an inner part of the frame at a distance of 100-600mm from the top frame, so that a lintel may penetrate a lintel space between the wale and the top frame. The prefabricated wallboards are connected one to the other by bolts, and the ultra-light frame-type prefabricated wallboards achieve the non-reliance of a site of building modules on transport machinery for transfer. Due to the greatly reduced weight, each module may be transported and installed by means of small mechanical equipment. Also, there is a unified standard for modular production, and on-site assembly and installation is fast and convenient, which may greatly save on construction costs and construction progress.

Description

一种框式预制墙板及其安装方法Frame type prefabricated wall panel and installation method thereof 技术领域Technical field
本发明属于装配式房屋建筑领域,具体涉及一种框式预制墙板及其安装方法。The invention belongs to the field of prefabricated house construction, and particularly relates to a frame prefabricated wall panel and an installation method thereof.
背景技术Background technique
在远离公路地区进行房屋建设面临建筑材料的搬运需要依赖运输机械的问题,没有汽车吊或塔吊等运输机械依靠人力难以搬运,即使将墙体模块化进行装配式建造,每一个模块的搬运仍然非常困难,现有技术并没有能够很好解决这一问题的装配式方案。因此,有必要设计一种预制墙板,以模块化的结构实现装配式的房屋建设过程,同时考虑到无需运输机械就可以轻松地将拼装模块搬运到现场。Housing construction in areas far away from the road is faced with the problem of relying on transportation machinery for the transportation of building materials. Without transportation machinery such as car cranes or tower cranes, it is difficult to move by human power. Even if the wall is modularized for assembly construction, the transportation of each module is still very Difficult, the existing technology does not have an assembly solution that can solve this problem well. Therefore, it is necessary to design a prefabricated wall panel to realize the assembly-type house construction process with a modular structure, and at the same time consider that the assembled modules can be easily moved to the site without transportation machinery.
发明内容Summary of the invention
针对现有技术存在的问题,本发明为解决现有技术中存在的问题采用的技术方案如下:In view of the problems in the prior art, the technical solutions adopted by the present invention to solve the problems in the prior art are as follows:
一种框式预制墙板,包括若干预制墙板模块和预制墙柱模块,其特征在于:所述预制墙柱模块包括中心柱体和沿柱体侧向伸出设置的若干连接端,相邻连接端相互垂直,所述预制墙板模块和预制墙柱模块均为由包括竖框和横框的外边框围成的中空一体框架,在框架内部上方设有与顶框平行的横撑,由横撑与顶框之间形成的过梁空供梁体穿过。A frame-type prefabricated wall panel includes a plurality of prefabricated wall panel modules and a prefabricated wall column module, characterized in that the prefabricated wall column module includes a central column body and a plurality of connecting ends extending laterally along the column body, adjacent to each other The connection ends are perpendicular to each other. Both the prefabricated wall panel module and the prefabricated wall pillar module are hollow integrated frames enclosed by an outer frame including a vertical frame and a horizontal frame. A cross brace parallel to the top frame is provided above the interior of the frame. The cross beam formed between the cross brace and the top frame is empty for the beam body to pass through.
所述预制墙柱模块根据侧向伸出连接端数量(2-4个)的不同,包括L型柱、T型柱和十型柱,具体预制墙柱模块结构和数量根据设计要求制作准备。The prefabricated wall column modules include L-shaped columns, T-shaped columns, and ten-shaped columns according to the number of laterally extending connecting ends (2-4), and the specific prefabricated wall column module structure and quantity are prepared according to design requirements.
所述外边框的厚度为60~300mm,在框架内部距离顶框100~600mm位置设有与顶框平行的横撑,若任一侧竖框的高度小于150mm则无横撑设置。The thickness of the outer frame is 60-300 mm. A cross brace parallel to the top frame is provided at a position 100-600 mm from the top frame inside the frame. If the height of any side vertical frame is less than 150 mm, no cross brace is provided.
所述竖框在多个设定高度设有与框架平行、水平贯穿的侧螺栓孔,用于预制墙板模块之间或预制墙板模块与预制墙柱模块之间的横向固定连接;外边框顶部和底部间隔设有与外边框垂直的螺栓安装槽,在螺栓安装槽位置外侧面的外边框上埋设有中部带垫板螺栓孔的垫板,用于预制墙体与上方或下方构件之间的竖向固定连接。The mullions are provided with side bolt holes parallel to the frame and horizontally penetrating at a plurality of set heights, for lateral fixed connection between the prefabricated wall panel modules or between the prefabricated wall panel modules and the prefabricated wall column modules; the top of the outer frame A bolt mounting groove perpendicular to the outer frame is provided at a distance from the bottom. The outer frame on the outer side of the bolt mounting groove is embedded with a pad plate with a bolt hole in the middle for prefabricating the wall and the upper or lower members. Vertical fixed connection.
所述竖框上设有多个与框架横梁平行、水平贯穿的墙框孔,竖框侧面的墙框孔面积占该竖框侧面面积的20%~50%。The mullion is provided with a plurality of wall frame holes parallel to the frame beam and horizontally penetrating, and the area of the wall frame holes on the side of the mullion accounts for 20% to 50% of the side area of the mullion.
所述预制墙板模块的横撑下方的外边框内设有包括一对竖框和底部横框的框空,框空内结构为下述构造之一:a、框空内为空;b、在一对竖框之间与竖框连接有斜向的支撑;c、在一对竖框之间与竖框垂直连接有水平的支撑;d、在横撑与底部横框之间与横框垂直连接有竖向的支撑,所述支撑的端部通过紧贴外边框内侧壁的连接板与外边框螺栓固定。The outer frame below the horizontal support of the prefabricated wall panel module is provided with a frame space including a pair of vertical frames and a bottom horizontal frame. The frame interior structure is one of the following structures: a. The frame interior is empty; b. A diagonal support is connected between the pair of mullions and the mullion; c. A horizontal support is vertically connected between the pair of mullions and the mullion; d. Between the cross brace and the bottom horizontal frame and the horizontal frame The vertical supports are vertically connected, and the ends of the supports are fixed to the outer frame bolts by a connecting plate that is close to the inner side wall of the outer frame.
所述预制墙板模块的横撑上方的外边框内设有包括一对竖框和顶部横框的过梁空,预制 墙板模块的宽度大于或等于1.2m时过梁空内设有竖向的竖撑。The outer frame above the cross braces of the prefabricated wall panel module is provided with a pair of mullions and a top cross frame. When the width of the prefabricated wall panel module is greater than or equal to 1.2m, the mullions are provided with a vertical direction. Uprights.
所述预制墙板模块和预制墙柱模块的外侧端面中部设有内凹的灌浆槽,灌浆槽竖向贯通设置。The prefabricated wall panel module and the prefabricated wall pillar module are provided with a concave grouting groove in the middle of the outer end surface, and the grouting groove is vertically penetrated.
所述框式预制墙板的空当中填充轻质保温材料或砌块,填充步骤可在墙体现场安装过程中进行。The hollow space of the frame prefabricated wall panel is filled with light insulation materials or blocks, and the filling step can be performed during the field installation of the wall.
对于屋顶山墙设有山墙尖顶墙框模块,山墙尖顶墙框模块的顶框中部凸出,两侧对称下倾,顶框的两侧外端分别一体连接竖框的顶部;顶框下方的横撑中部凸出,两侧对称下倾,横撑的两侧外端分别与竖框一体连接;山墙坡顶墙框模块的顶框向一侧倾斜,两端分别一体连接两侧不等高的竖框顶部;顶框的下方设有横撑与顶框平行,横撑的两侧外端分别与竖框一体连接。For the roof gable, there is a gable apex wall frame module. The top frame of the gable apex wall frame module protrudes, and the two sides are sloping symmetrically. The outer ends of the two sides of the top frame are integrally connected to the top of the mullion; The middle part protrudes, and the two sides are sloping down symmetrically. The outer ends of the two sides of the horizontal brace are integrally connected to the mullion; the top frame of the gable top wall frame module is inclined to one side, and the two ends are integrally connected to the vertical of different heights on both sides. The top of the frame; there is a horizontal brace below the top frame parallel to the top frame, and the outer ends of both sides of the horizontal brace are integrally connected with the vertical frame respectively.
对于门窗安装位置设有预制门窗墙板模块,预制门窗墙板模块设有由横撑间隔的过梁空和高度压缩的框空,使底部横框下方预留门窗安装空间。For the installation positions of doors and windows, prefabricated door and window wall panel modules are provided, and the prefabricated door and window wall panel modules are provided with lintel spaces separated by cross braces and highly compressed frame spaces, so that the door and window installation space is reserved below the bottom horizontal frame.
一种框式预制墙板的安装方法,其特征在于,包括如下步骤:An installation method of a frame-type prefabricated wall panel is characterized in that it includes the following steps:
首先按照规划准备预定数量的预制墙板模块和预制墙柱模块并运送到现场,框式预制墙板模块可以人力搬运到安装位置;然后将底层的预制墙板模块和预制墙柱模块通过底部横框的螺栓安装槽与基础预埋螺栓以螺母调平和紧固连接安装;接着将梁体垂直穿过过梁空,在梁上安装楼板,在框式预制墙板安装固定后在框空内填装保温填料或砌块,在拼成孔的灌浆槽内灌注混凝土,最后涂装墙体表面;First, prepare a predetermined number of prefabricated wall panel modules and prefabricated wall column modules according to the plan and transport them to the site. Frame-type prefabricated wall panel modules can be manually moved to the installation location; then pass the bottom prefabricated wall panel modules and prefabricated wall column modules through the bottom The bolt installation slot of the frame and the pre-embedded bolts of the foundation are connected by leveling and tightening with nuts; then the beam body is vertically passed through the beam gap, and the floor slab is installed on the beam, and the frame prefabricated wall panel is fixed and filled in the frame void Install insulation fillers or blocks, pour concrete into the grouting tank made of holes, and finally paint the surface of the wall;
框式预制墙体的具体安装过程包括:The specific installation process of frame prefabricated wall includes:
A、同层预制墙体之间的安装;A. Installation between prefabricated walls on the same floor;
将预制墙板模块侧面对齐已安装的预制墙柱模块的连接端或预制墙板模块的侧端,底端通过螺栓调平和固定后,以螺栓直接穿过等高对齐的侧螺栓孔并紧固连接,如果预制墙体设有墙框孔则管线在墙框孔内横向布置,如果没有墙框孔则管线在等高的与侧螺栓孔平行设置的管线孔内横向布置;Align the side of the prefabricated wall panel module with the connection end of the installed prefabricated wall column module or the side end of the prefabricated wall panel module. After the bottom end is leveled and fixed by bolts, directly pass the bolts of equal height aligned side bolts and tighten Connection, if the prefabricated wall is provided with a wall frame hole, the pipeline is laterally arranged in the wall frame hole, if there is no wall frame hole, the pipeline is laterally arranged in a pipeline hole of equal height parallel to the side bolt hole;
B、上下层框式预制墙板之间的安装;B. Installation between upper and lower frame prefabricated wall panels;
上下层框式预制墙板之间对齐对应的预制墙板模块或对应的预制墙柱模块,竖向以螺栓穿过底部横框螺栓安装槽内垫板的垫板螺栓孔与下层顶框对齐的垫板螺栓孔,以螺母紧固连接安装;Align the corresponding prefabricated wall panel modules or the corresponding prefabricated wall column modules between the upper and lower frame prefabricated wall panels, and use the bolts vertically to pass through the bottom horizontal frame bolt mounting grooves, and the backing bolt holes of the backing plate are aligned with the lower top frame Bolt hole of backing plate, fasten and install with nut;
C、框式预制山墙屋顶的安装;C. Installation of framed prefabricated gable roof;
在安装完毕的顶层山墙上方竖向对齐拼装山墙屋顶墙框,中部安装山墙尖顶墙框模块, 两侧顶框顺次下倾安装山墙坡顶墙框模块,竖向以螺栓穿过底部横框的螺栓安装槽处的垫板螺栓孔与下层顶框对齐的垫板螺栓孔,紧固连接安装,横向以螺栓穿过竖框的侧螺栓孔与横向对齐的框式预制墙板上侧螺栓孔紧固连接安装。Assemble the gable roof wall frame vertically on the top of the installed top gable, install the gable top wall frame module in the middle, install the gable top wall frame module on both sides in sequence, and vertically bolt through the bottom horizontal frame The bolt bolt holes at the bolt installation slot are aligned with the bolt bolt holes at the lower top frame, and are tightly connected and installed. The side bolt holes passing through the vertical frame with bolts are horizontally aligned with the upper bolt holes of the frame-type prefabricated wall plate aligned horizontally Fixed connection installation.
上下层框式预制墙板之间连接安装时,上层墙板的具体调平过程如下:When the upper and lower frame prefabricated wall panels are connected and installed, the specific leveling process of the upper wall panels is as follows:
待调整的底边或顶边作为连接边,首先需要在距离连接边20~100mm的竖框大面侧固定安装L形固定板,L形固定板固定侧翼贴合竖框,连接侧翼靠近连接边且与连接边平行,连接边两侧的L形固定板设有竖向对齐的通孔,将螺柱竖向穿过一对连接侧翼的通孔,分别在每一片连接侧翼的两侧旋入螺母,自上而下依次为第一螺母、第二螺母、第三螺母和第四螺母,紧固下方第三螺母和第四螺母,通过调节第二螺母的位置来调节所在侧竖框的高度达到规划水平度,之后紧固第一螺母;然后在连接边之间填充混凝土,待混凝土凝固后即完成上层预制墙体固定,后拆除L形固定板。The bottom or top edge to be adjusted is used as the connecting edge. First, an L-shaped fixing plate needs to be fixedly installed on the large side of the mullion 20 to 100 mm from the connecting edge. The L-shaped fixing plate fixes the side wings to fit the mullion, and the connecting side wings are close to the connecting edge And parallel to the connecting side, the L-shaped fixing plates on both sides of the connecting side are provided with vertically aligned through holes, and the studs are vertically passed through the through holes of a pair of connecting flanks, and screwed in on both sides of each connecting flank, respectively Nuts, from top to bottom are first nut, second nut, third nut and fourth nut, tighten the third nut and fourth nut below, adjust the height of the side mullion by adjusting the position of the second nut After reaching the planned level, tighten the first nut; then fill the concrete between the connecting edges. After the concrete is solidified, the upper prefabricated wall is fixed, and then the L-shaped fixing plate is removed.
本发明具有如下优点:The invention has the following advantages:
本发明以超轻的框式预制墙板实现了建筑模块的现场不依赖运输机械进行搬运的问题,由于重量大为减轻,每一模块仅需人力即可轻松搬运,且模块化生产有统一标准,现场装配式安装快速方便,可以大为节省建造成本和施工进度。经过现场装配后填装墙体填料,建筑强度和其他技术要求均可以达到标准。The invention realizes the problem that the construction module does not rely on transportation machinery to carry on site with ultra-light frame prefabricated wall panels. Because the weight is greatly reduced, each module can be easily carried with only human labor, and there is a unified standard for modular production , On-site assembly type installation is fast and convenient, which can greatly save construction cost and construction progress. After on-site assembly, the wall filler is filled, and the building strength and other technical requirements can meet the standards.
附图说明BRIEF DESCRIPTION
图1是框式实体L型柱立面结构主视示意图;Figure 1 is a schematic front view of the frame-type solid L-shaped column facade structure;
图2是图1的俯视示意图;Figure 2 is a schematic top view of Figure 1;
图3是框式实体T型型柱立面结构主视示意图;Figure 3 is a schematic front view of the vertical structure of the frame-type solid T-shaped column;
图4是图3的俯视示意图;4 is a schematic top view of FIG. 3;
图5是框式实体十型柱立面结构主视示意图;FIG. 5 is a schematic front view of the vertical structure of the frame-shaped solid ten-type column;
图6是图5的俯视示意图;6 is a schematic top view of FIG. 5;
图7是框式实体墙板立面结构主视示意图;7 is a schematic front view of the vertical structure of the frame type solid wall panel;
图8是图7的俯视示意图;8 is a schematic plan view of FIG. 7;
图9是框式实体带支撑的墙板立面结构主视示意图;9 is a schematic front view of the structure of the frame-type solid wall panel with support;
图10是图9的俯视示意图;10 is a schematic plan view of FIG. 9;
图11是框式带框孔L型柱立面结构主视示意图;11 is a schematic front view of the vertical structure of the framed framed L-shaped column;
图12是图11的俯视示意图;12 is a schematic top view of FIG. 11;
图13是框式带框孔T型柱立面结构主视示意图;13 is a schematic front view of the vertical structure of the framed T-pillar with frame holes;
图14是图13的俯视示意图;14 is a schematic plan view of FIG. 13;
图15是框式带框孔十型柱立面结构主视示意图;15 is a schematic front view of the vertical structure of a frame-type framed ten-shaped column;
图16是图15的俯视示意图;16 is a schematic plan view of FIG. 15;
图17是框式带框孔墙板立面结构主视示意图;17 is a schematic front view of the vertical structure of the framed framed wall panel;
图18是图17的俯视示意图;18 is a schematic plan view of FIG. 17;
图19是框式框孔带支撑的墙板立面结构主视示意图;FIG. 19 is a schematic front view of the vertical structure of the wall panel with frame frame holes and supports;
图20是图19的俯视示意图;20 is a schematic plan view of FIG. 19;
图21是框式墙板之间的横向连接示意图;21 is a schematic diagram of the horizontal connection between the framed wall panels;
图22是图21中A-A剖视图;22 is a cross-sectional view of A-A in FIG. 21;
图23是框式墙板之间的竖向连接示意图;23 is a schematic diagram of vertical connection between framed wall panels;
图24是框式房屋山墙面构造示意图;24 is a schematic diagram of the mountain wall structure of the frame house;
图25是山墙坡顶墙框模块构造示意图;25 is a schematic diagram of the structure of the gable top wall frame module;
图26是山墙尖顶墙框模块构造示意图;Fig. 26 is a schematic diagram of the structure of the gabled wall frame module;
图27是框式墙板之间的竖向连接立体图;Figure 27 is a perspective view of the vertical connection between framed wall panels;
图28是带竖撑的框式墙板立体图;Figure 28 is a perspective view of a framed wall panel with uprights;
图中:1-连接端,2-横撑,3-竖框,4-管线孔,5-预制墙柱模块,6-框空,7-侧螺栓孔,8-过梁空,9-柱侧端面,10-灌浆槽,11-预制墙板模块,12-垫板,13-带垫板螺栓孔,14-螺栓安装槽,15-L型柱,16-T型柱,17-十型柱,18-梁,19-顶框,20-连接板,21-支撑,22-连接螺栓,23-墙框孔,24-山墙尖顶墙框模块,25-山墙坡顶墙框模块,26-固定螺栓,27-L形固定板,28-第一螺母,29-第二螺母,30-螺柱,31-第三螺母,32-第四螺母,33-连接侧翼,34-固定侧翼,35-横框,36-竖撑。In the picture: 1- connection end, 2- cross brace, 3- mullion, 4- pipeline hole, 5- prefabricated wall column module, 6- frame empty, 7-side bolt hole, 8- lintel empty, 9- column Side end face, 10-grouting groove, 11-prefabricated wall panel module, 12-pad, 13-bolt hole with pad, 14-bolt mounting groove, 15-L column, 16-T column, 17-ten Column, 18-beam, 19-top frame, 20-connecting plate, 21-support, 22-connecting bolt, 23-wall frame hole, 24-gable apex wall frame module, 25-gable slope top wall frame module, 26- Fixing bolt, 27-L fixing plate, 28-first nut, 29-second nut, 30-stud, 31-third nut, 32-fourth nut, 33-connecting wing, 34-fixing wing, 35 -Horizontal frame, 36-stand.
具体实施方式detailed description
下面通过实施例,并结合附图,对本发明的技术方案作进一步具体的说明,如图1-28所示为框式预制墙板结构示意图及其安装过程示意图,其中框式预制墙板包括预制墙板模块11和预制墙柱模块5,可以组成墙体的主要部分,现场结合梁、楼板和屋顶的安装可以构成整个房屋框架。The technical solutions of the present invention will be further specifically described below by way of examples and in conjunction with the accompanying drawings. Figure 1-28 is a schematic structural diagram of a frame prefabricated wall panel and a schematic diagram of its installation process, where the frame prefabricated wall panel includes prefabricated The wall panel module 11 and the prefabricated wall column module 5 can constitute the main part of the wall, and the installation of beams, floor slabs and roof on site can constitute the entire house frame.
如图1~6和图11~16中的预制墙柱模块5,预制墙柱模块5设有L型柱15(图1、2、11、12)、T型柱16(图3、4、13、14)和十型柱17(图5、6、15、16),平面看预制墙柱模块5(图2、4、6、12、14、16)设有2~4侧横向伸出的连接端,相邻的连接端相互垂直,用于墙体转折和分支时的连接节点。As shown in the prefabricated wall pillar module 5 in FIGS. 1 to 6 and 11 to 16, the prefabricated wall pillar module 5 is provided with an L-shaped pillar 15 (Figures 1, 2, 11, 12) and a T-shaped pillar 16 (Figures 3, 4, 13, 14) and ten-shaped column 17 (Figures 5, 6, 15, 16), the prefabricated wall column module 5 (Figures 2, 4, 6, 12, 14, 16) is provided with 2 to 4 lateral extensions The adjacent connection ends are perpendicular to each other, and are used for connection nodes when the wall turns and branches.
预制墙板模块11和预制墙柱模块5由包括竖框3和横框的外边框围成中空的一体框架,外边框的厚度为60~300mm,在框架内部与顶框19距离100~600mm设有与顶框平行的横撑2,使横撑与顶框之间的过梁空8可穿过梁18,顶框可能不是一段平直直线时,横撑为与顶框的同样形状,例如山墙的尖顶和坡顶,顶框不是平直状态,横撑仍与顶框平行。若任一侧竖框3的高度小于150mm则无横撑,尤其指山墙坡顶的尾部模块无横撑。The prefabricated wall panel module 11 and the prefabricated wall pillar module 5 are surrounded by an outer frame including a vertical frame 3 and a horizontal frame to form a hollow integrated frame. The thickness of the outer frame is 60-300 mm, and the distance between the frame and the top frame 19 is 100-600 mm. There is a cross brace 2 parallel to the top frame, so that the beam space 8 between the cross brace and the top frame can pass through the beam 18. When the top frame may not be a straight line, the cross brace has the same shape as the top frame, for example The top of the gable and the top of the slope, the top frame is not straight, and the horizontal brace is still parallel to the top frame. If the height of the mullion 3 on either side is less than 150 mm, there is no cross bracing, especially the tail module on the top of the gable slope has no cross bracing.
如图7、17所示,竖框3在多个设定高度设有与框架平行、水平贯穿的侧螺栓孔7,侧螺栓孔7的高度标准化,在拼装时侧螺栓孔位置对齐,可以直接螺栓连接,可用于预制墙板模块之间或预制墙板模块与预制墙柱模块之间的横向固定连接。As shown in FIGS. 7 and 17, the vertical frame 3 is provided with side bolt holes 7 parallel to the frame and horizontally penetrating at a plurality of set heights. The height of the side bolt holes 7 is standardized, and the position of the side bolt holes is aligned during assembly, which can be directly The bolt connection can be used for horizontal fixed connection between prefabricated wall panel modules or between prefabricated wall panel modules and prefabricated wall column modules.
顶部和底部的外边框间隔设有与外边框垂直的螺栓安装槽14,在螺栓安装槽位置的外侧面的外边框埋设有中部带垫板螺栓孔13的垫板12,用于预制墙体与上方或下方构件之间的竖向固定连接,螺母安装在垫板的螺栓安装槽14一侧,螺栓安装槽14方便进行紧固操作。The outer frame at the top and the bottom is provided with a bolt mounting slot 14 perpendicular to the outer frame. The outer frame at the outer side of the bolt mounting slot is embedded with a cushion plate 12 with a bolt hole 13 in the middle for prefabricating the wall and The vertical fixed connection between the upper and lower components, the nut is installed on the side of the bolt mounting groove 14 of the backing plate, and the bolt mounting groove 14 is convenient for fastening operation.
为了进一步减轻预制墙板的重量,框式预制墙板的一种实施例为,如图17所示,竖框3设有多个与框架平行、水平贯穿的墙框孔23,竖框3侧面的墙框孔23面积占该竖框3侧面面积的20%~50%,这样一个框式墙板的的重量仅人力可以搬运。In order to further reduce the weight of the prefabricated wall panel, one embodiment of the frame-type prefabricated wall panel is that, as shown in FIG. 17, the mullion 3 is provided with a plurality of wall frame holes 23 parallel to the frame and horizontally penetrating, and the mullion 3 side The area of the wall frame hole 23 accounts for 20% to 50% of the side area of the mullion 3, so that the weight of a frame type wall panel can only be handled by human power.
预制墙板模块11的横撑2下方的外边框内设有包括一对竖框3和底部横框的框空6,框空6内为下述构造之一:框空6内为空(如图7、17)、在一对竖框3之间与竖框连接有斜向的支撑21(如图9、19)、在一对竖框3之间与竖框垂直连接有水平的支撑21或者在横撑2与底部横框之间与横框垂直连接有竖向的支撑21(如图28),支撑21的端部通过紧贴外边框内侧壁的连接板20与外边框螺栓固定。带支撑的框式预制墙板可以增强抗剪力,在多个框空6为空的预制墙板模块11之间布置一个带横向或斜向支撑的预制墙板模块11,有利于整面墙的框架安装未填充墙体填料时的强度。当预制墙板模块11宽度较大,超过1200mm时,可以使用带竖撑36的预制墙板模块11以增强稳定性。The outer frame below the cross brace 2 of the prefabricated wall panel module 11 is provided with a frame space 6 including a pair of mullions 3 and a bottom horizontal frame. The frame space 6 is one of the following structures: the frame space 6 is empty (such as Figs. 7 and 17), a diagonal support 21 is connected to the mullion between the pair of mullions 3 (see Figs. 9 and 19), and a horizontal support 21 is vertically connected to the mullion between the pair of mullions 3 Or a vertical support 21 (as shown in FIG. 28) is vertically connected between the cross brace 2 and the bottom cross frame, and the end of the support 21 is fixed to the outer frame bolts by a connecting plate 20 that adheres to the inner side wall of the outer frame. The framed prefabricated wall panel with support can enhance the shear resistance, and a prefabricated wall panel module 11 with lateral or oblique support is arranged between the prefabricated wall panel modules 11 where the frame 6 is empty, which is beneficial to the entire wall The strength of the frame when the unfilled wall filler is installed. When the width of the prefabricated wall panel module 11 is relatively large, exceeding 1200 mm, the prefabricated wall panel module 11 with uprights 36 can be used to enhance stability.
预制墙板模块11的横撑2上方的外边框内设有包括一对竖框3和顶部横框的过梁空8,如图28,预制墙板模块11的宽度大于或等于1.5m时设有竖向的竖撑36。The outer frame above the cross brace 2 of the prefabricated wall panel module 11 is provided with a lintel space 8 including a pair of mullions 3 and a top horizontal frame, as shown in FIG. 28, when the width of the prefabricated wall panel module 11 is greater than or equal to 1.5 m There are vertical uprights 36.
在预制墙板模块11和预制墙柱模块5的外侧端面中部设有内凹的灌浆槽10,如图2、4、6、8、10,灌浆槽10竖向贯通设置。墙体模块拼接后通过灌浆增强整体连接稳定性和减少裂缝。In the middle of the outer end surfaces of the prefabricated wall panel module 11 and the prefabricated wall pillar module 5, a concave grouting groove 10 is provided, as shown in FIGS. 2, 4, 6, 8, and 10, the grouting groove 10 is vertically arranged. After splicing the wall modules, the overall connection stability and cracks are reduced by grouting.
作为实施例,如图24、26所示,在设计为尖屋顶时,对于屋顶山墙设有山墙尖顶墙框模块24,山墙尖顶墙框模块24的顶框19中部凸出,两侧对称下倾,顶框19的两侧外端分别一体连接竖框3的顶部;顶框的下方的横撑2中部凸出,两侧对称下倾,横撑的两侧外端分 别与竖框3一体连接,横撑2与顶框平行。As an example, as shown in FIGS. 24 and 26, when the design is a pointed roof, a gabled apex wall frame module 24 is provided for the roof gable. The outer ends of both sides of the top frame 19 are integrally connected to the top of the mullion 3; the middle of the cross brace 2 under the top frame protrudes, and the two sides are slanted downward symmetrically. , The cross brace 2 is parallel to the top frame.
如图25所示,对于屋顶山墙设有山墙坡顶墙框模块25,山墙坡顶墙框模块25的顶框19向一侧倾斜,两端分别一体连接两侧不等高的竖框3顶部;顶框的下方如果设有横撑2与顶框平行,横撑的两侧外端分别与竖框3一体连接,最外侧的山墙坡顶墙框模块25由于一侧的竖框被省略,横撑2也被省略。As shown in FIG. 25, for the roof gable, a gable top wall frame module 25 is provided. The top frame 19 of the gable top wall frame module 25 is inclined to one side, and the two ends are integrally connected to the top of the mullion 3 of different heights on both sides. If there is a cross brace 2 parallel to the top frame under the top frame, the outer ends of the two sides of the cross brace are integrally connected to the mullion 3 respectively, and the outermost gable top wall frame module 25 is omitted because of the mullion on one side. Cross brace 2 is also omitted.
对于门窗安装位置设有预制门窗墙板模块,预制门窗墙板模块设有由横撑间隔的过梁空8和高度压缩的框空6,使底部横框下方预留门窗安装空间。For the installation position of doors and windows, prefabricated door and window wall panel modules are provided, and the prefabricated door and window wall panel modules are provided with cross beam spaces 8 separated by cross braces and highly compressed frame spaces 6, so that the door and window installation space is reserved under the bottom horizontal frame.
框式预制墙板的空当中填充轻质保温材料,或现场安装时填充轻质保温材料。The frame-shaped prefabricated wall panels are filled with light insulation materials in the hollow, or filled with light insulation materials during on-site installation.
一种框式预制墙板的安装方法,按照规划准备预定数量的预制墙板模块11和预制墙柱模块5并运送到现场,框式预制墙板模块由于仅有外边框,重量轻,可以人力搬运到安装位置,解决了偏远地区或无运输机械的房屋建筑对于搬运的问题。A method for installing a frame-type prefabricated wall panel. A predetermined number of prefabricated wall panel modules 11 and a prefabricated wall pillar module 5 are prepared according to the plan and transported to the site. The frame-shaped prefabricated wall panel module has a light weight and can be manpower due to its only outer frame Moving to the installation position solves the problem of moving in remote areas or buildings without transport machinery.
首先安装预制墙柱模块5,然后在预制墙柱模块5之间连接拼装预制墙板模块11;安装时先固定连接底部边框,底层的预制墙板模块11和预制墙柱模块5通过底部横框的螺栓安装槽14处的垫板12与基础预埋螺栓以螺母调平和紧固连接安装,预埋螺栓可以通过螺母调节边框的高度。底部固定后,在预制墙板模块11和相邻的预制墙柱模块5或预制墙板模块11之间横向螺栓连接。First install the prefabricated wall pillar module 5, and then connect the assembled prefabricated wall panel module 11 between the prefabricated wall pillar module 5; first fix the bottom frame when installing, the bottom prefabricated wall panel module 11 and the prefabricated wall pillar module 5 pass through the bottom cross frame The backing plate 12 at the bolt installation groove 14 and the foundation embedded bolt are connected with a nut by leveling and fastening, and the embedded bolt can adjust the height of the frame through the nut. After the bottom is fixed, a transverse bolt connection is made between the prefabricated wall panel module 11 and the adjacent prefabricated wall column module 5 or prefabricated wall panel module 11.
之后,垂直穿过过梁空8安装梁18,在梁18上安装楼板,在上一层同样先连接安装预制墙柱模块5,之后安装预制墙板模块11,在框式预制墙板安装固定后在框空6内填装填料或砌块,在拼成的灌浆槽10内和螺栓安装槽14内灌注混凝土,最后涂装墙体表面。After that, the beam 18 is installed vertically through the girder space 8, the floor slab is installed on the beam 18, the prefabricated wall pillar module 5 is also connected and installed on the upper floor, then the prefabricated wall panel module 11 is installed, and the frame-type prefabricated wall panel is fixed Then fill the frame 6 with fillers or blocks, pour concrete into the assembled grouting groove 10 and bolt installation groove 14, and finally paint the surface of the wall.
预制墙体的安装方法包括:Installation methods for prefabricated walls include:
A、同层预制墙体之间的安装;A. Installation between prefabricated walls on the same floor;
在已布置到位的预制墙板的底部边框固定的同时,使预制墙板模块11侧面对齐已安装的预制墙柱模块5的连接端1或预制墙板模块11的侧端,以螺栓直接穿过等高对齐的侧螺栓孔7并紧固连接,如果预制墙体设有墙框孔23则管线在墙框孔23内横向布置,如果没有墙框孔23则管线在等高的与侧螺栓孔7平行设置的管线孔4内横向布置,连接状态如图21所示。While the bottom frame of the prefabricated wall panel that has been placed in place is fixed, the side of the prefabricated wall panel module 11 is aligned with the connection end 1 of the installed prefabricated wall column module 5 or the side end of the prefabricated wall panel module 11, and the bolts are passed directly Align the side bolt holes 7 of equal height and fasten the connection. If the prefabricated wall is provided with a wall frame hole 23, the pipeline is laterally arranged in the wall frame hole 23; if there is no wall frame hole 23, the pipeline is at the same height as the side bolt hole 7 The pipeline holes 4 arranged in parallel are arranged horizontally, and the connection state is shown in FIG. 21.
B、上下层框式预制墙板之间的安装;B. Installation between upper and lower frame prefabricated wall panels;
在上下层框式预制墙板之间安装时,首先可以进行上层框式预制墙板的调平,预制墙板模块11或预制墙柱模块5均可进行调平操作。When installing between the upper and lower frame prefabricated wall panels, the upper frame prefabricated wall panels can be leveled first, and the prefabricated wall panel modules 11 or the prefabricated wall column modules 5 can be leveled.
如图23、27,首先需要在距离底边或顶边20~100mm的竖框3大面侧固定安装L形固定板27,L形固定板27固定侧翼34贴合竖框3,连接侧翼33靠近连接边且与连接边平行,连 接边是指上下层预制墙板之间的拼合连接缝处上下层预制墙板的拼合边缘边框轮廓,连接边两侧的L形固定板27设有竖向对齐的通孔,将螺柱30竖向穿过一对连接侧翼33的通孔,分别在每一片连接侧翼33的两侧旋入螺母,自上而下依次为第一螺母28、第二螺母29、第三螺母31和第四螺母32,紧固第三螺母31和第四螺母32,通过调节第二螺母29的位置来调节所在侧竖框3的高度达到规划水平度,之后紧固第一螺母28;As shown in FIGS. 23 and 27, firstly, an L-shaped fixing plate 27 needs to be fixedly installed on the large surface side of the mullion 3 that is 20 to 100 mm from the bottom or top edge. The L-shaped fixing plate 27 fixes the side wing 34 to fit the mullion 3 and connect the side wing 33 It is close to the connecting edge and parallel to the connecting edge. The connecting edge refers to the joint edge border of the upper and lower prefabricated wallboards. The L-shaped fixed plates 27 on both sides of the connecting edge are provided with vertical Align the through holes, and vertically pass the studs 30 through a pair of through holes connecting the side wings 33, and screw in nuts on both sides of each connecting side wing 33, the first nut 28 and the second nut in order from top to bottom 29. The third nut 31 and the fourth nut 32, tighten the third nut 31 and the fourth nut 32, adjust the position of the second nut 29 to adjust the height of the side mullion 3 to reach the planned level, and then tighten the A nut 28;
在连接边之间填充混凝土,待凝固后即可以固定上层预制墙体,之后拆除L形固定板27。Concrete is filled between the connecting edges, and the upper prefabricated wall can be fixed after solidification, and then the L-shaped fixing plate 27 is removed.
在进行上下层预制墙板之间的连接固定时,如图23,上下层框式预制墙板之间对齐对应的预制墙板模块11或对应的预制墙柱模块5,竖向以螺栓穿过底部横框35螺栓安装槽14内的垫板12垫板螺栓孔13,以及下层顶框19对齐的垫板螺栓孔13,以螺母紧固连接安装,螺栓安装槽14可以方便螺母的紧固操作,全部紧固安装后填充混凝土浆,将金属部件封闭,防止被腐蚀。When the connection between the upper and lower prefabricated wall panels is fixed, as shown in Figure 23, the corresponding prefabricated wall panel modules 11 or the corresponding prefabricated wall column modules 5 are aligned between the upper and lower frame prefabricated wall panels, and bolts are passed vertically The bottom horizontal frame 35 bolts 13 in the bolt mounting groove 14 and the bolt bolt holes 13 in the bottom top frame 19 aligned with the bolt bolts 13 in the bottom top frame 19 are fastened and installed with nuts. The bolt mounting grooves 14 can facilitate the nut tightening operation , Filled with concrete slurry after all installations are fastened, the metal parts are closed to prevent corrosion.
C、框式预制山墙屋顶的安装;C. Installation of framed prefabricated gable roof;
在安装完毕的顶层山墙上方竖向对齐拼装山墙屋顶墙框,如图24所示,中部安装山墙尖顶墙框模块24,两侧顶框顺次下倾安装山墙坡顶墙框模块25,使屋顶整体从山墙尖顶墙框模块24的最高点向两侧沿直线下倾,竖向以螺栓穿过底部横框的螺栓安装槽14处的垫板12垫板螺栓孔13与下层顶框对齐的垫板螺栓孔13紧固连接安装,横向以螺栓穿过竖框的侧螺栓孔7与横向对齐的框式预制墙板上侧螺栓孔7紧固连接安装。带有横撑的山墙坡顶墙框模块25可以垂直穿过梁。Assemble the gable roof frame on the top of the installed top gable vertically, as shown in Figure 24, install the gable top wall frame module 24 in the middle, and install the gable top wall frame module 25 on both sides in order to make the roof The whole is tilted down from the highest point of the gable wall frame module 24 to the two sides along a straight line, and the bolt is vertically inserted through the bolt mounting groove 14 of the bottom horizontal frame. The cushion plate 12 The bolt hole 13 is aligned with the lower top frame. The bolt holes 13 of the board are fastened, connected and installed, and the side bolt holes 7 passing through the vertical frame with bolts are laterally connected with the side bolt holes 7 of the frame-shaped prefabricated wall plate aligned laterally and fixedly installed. The gable top wall frame module 25 with cross braces can vertically pass through the beam.
本发明的保护范围并不限于上述的实施例,显然,本领域的技术人员可以对本发明进行各种改动和变形而不脱离本发明的范围和精神。倘若这些改动和变形属于本发明权利要求及其等同技术的范围内,则本发明的意图也包含这些改动和变形在内。The protection scope of the present invention is not limited to the above embodiments. Obviously, those skilled in the art can make various modifications and variations to the present invention without departing from the scope and spirit of the present invention. If these changes and modifications fall within the scope of the claims of the present invention and their equivalent technologies, the intention of the present invention also includes these changes and modifications.

Claims (10)

  1. 一种框式预制墙板,包括若干预制墙板模块和预制墙柱模块,其特征在于:所述预制墙柱模块包括中心柱体和沿柱体侧向伸出设置的若干连接端,相邻连接端相互垂直,所述预制墙板模块和预制墙柱模块均为由包括竖框和横框的外边框围成的中空一体框架,在框架内部上方设有与顶框平行的横撑,由横撑与顶框之间形成的过梁空供梁体穿过。A frame-type prefabricated wall panel includes a plurality of prefabricated wall panel modules and a prefabricated wall column module, characterized in that the prefabricated wall column module includes a central column body and a plurality of connecting ends extending laterally along the column body, adjacent to each other The connection ends are perpendicular to each other. Both the prefabricated wall panel module and the prefabricated wall pillar module are hollow integrated frames enclosed by an outer frame including a vertical frame and a horizontal frame. A cross brace parallel to the top frame is provided above the interior of the frame. The cross beam formed between the cross brace and the top frame is empty for the beam body to pass through.
  2. 如权利要求1所述的一种框式预制墙板,其特征在于:所述预制墙柱模块根据侧向伸出连接端数量的不同,包括L型柱、T型柱和十型柱,具体预制墙柱模块结构和数量根据设计要求制作准备。The framed prefabricated wall panel according to claim 1, wherein the prefabricated wall column module includes L-shaped columns, T-shaped columns, and ten-shaped columns according to the number of laterally extending connecting ends, specifically The structure and quantity of prefabricated wall pillar modules are prepared according to the design requirements.
  3. 如权利要求1所述的一种框式预制墙板,其特征在于:所述外边框的厚度为60~300mm,在框架内部距离顶框100~600mm位置设有与顶框平行的横撑,若任一侧竖框的高度小于150mm则无横撑设置。The frame prefabricated wall panel according to claim 1, wherein the thickness of the outer frame is 60-300mm, and a cross brace parallel to the top frame is provided at a position within 100-600mm from the top frame in the frame, If the height of the mullion on either side is less than 150mm, no cross bracing is provided.
  4. 如权利要求1所述的一种框式预制墙板,其特征在于:所述竖框在多个设定高度设有与框架平行、水平贯穿的侧螺栓孔,用于预制墙板模块之间或预制墙板模块与预制墙柱模块之间的横向固定连接;外边框顶部和底部间隔设有与外边框垂直的螺栓安装槽,在螺栓安装槽位置外侧面的外边框上埋设有中部带垫板螺栓孔的垫板,用于预制墙体与上方或下方构件之间的竖向固定连接。The frame-type prefabricated wall panel according to claim 1, wherein the mullion is provided with side bolt holes parallel to the frame and horizontally penetrating at a plurality of set heights, for use between prefabricated wall panel modules or The horizontal fixed connection between the prefabricated wall panel module and the prefabricated wall column module; the top and bottom of the outer frame are provided with bolt mounting grooves perpendicular to the outer frame, and the middle frame with a pad is embedded on the outer frame on the outer side of the bolt mounting groove Bolt hole pads are used for vertical fixed connection between prefabricated walls and upper or lower components.
  5. 如权利要求1所述的一种框式预制墙板,其特征在于:所述竖框上设有多个与框架横梁平行、水平贯穿的墙框孔,竖框侧面的墙框孔面积占该竖框侧面面积的20%~50%。The frame-shaped prefabricated wall panel according to claim 1, wherein the mullion is provided with a plurality of wall frame holes parallel to the frame beam and horizontally penetrating, and the area of the wall frame holes on the side of the mullion accounts for the 20% to 50% of the side area of the mullion.
  6. 如权利要求1所述的一种框式预制墙板,其特征在于:所述预制墙板模块的横撑下方的外边框内设有包括一对竖框和底部横框的框空,框空内结构为下述构造之一:a、框空内为空;b、在一对竖框之间与竖框连接有斜向的支撑; c、在一对竖框之间与竖框垂直连接有水平的支撑;d、在横撑与底部横框之间与横框垂直连接有竖向的支撑,所述支撑的端部通过紧贴外边框内侧壁的连接板与外边框螺栓固定。The framed prefabricated wall panel as claimed in claim 1, characterized in that: the outer frame below the cross brace of the prefabricated wall panel module is provided with a pair of vertical frames and a bottom horizontal frame, the frame is empty The internal structure is one of the following structures: a. The frame is empty and the interior is empty; b. The diagonal frame is connected to the vertical frame between a pair of vertical frames; c. The vertical frame is connected to the vertical frame between a pair of vertical frames There is horizontal support; d. A vertical support is vertically connected between the cross brace and the bottom horizontal frame and the horizontal frame. The ends of the support are fixed to the outer frame bolts by a connecting plate that is close to the inner side wall of the outer frame.
  7. 如权利要求1所述的一种框式预制墙板,其特征在于:所述预制墙板模块和预制墙柱模块的外侧端面中部设有内凹的灌浆槽,灌浆槽竖向贯通设置。The frame-shaped prefabricated wall panel as claimed in claim 1, wherein the prefabricated wall panel module and the prefabricated wall pillar module are provided with a concave grouting groove in the middle of the outer end surface, and the grouting groove is vertically arranged.
  8. 如权利要求1所述的一种框式预制墙板,其特征在于:对于屋顶山墙设有山墙尖顶墙框模块,山墙尖顶墙框模块的顶框中部凸出,两侧对称下倾,顶框的两侧外端分别一体连接竖框的顶部;顶框下方的横撑中部凸出,两侧对称下倾,横撑的两侧外端分别与竖框一体连接;山墙坡顶墙框模块的顶框向一侧倾斜,两端分别一体连接两侧不等高的竖框顶部;顶框的下方设有横撑与顶框平行,横撑的两侧外端分别与竖框一体连接。A prefabricated frame wall panel according to claim 1, characterized in that a gable wall frame module is provided for the roof gable, the top frame of the gable wall frame module protrudes, the two sides are sloping symmetrically, the top frame The outer ends of the two sides are integrally connected to the top of the mullion; the middle of the cross brace under the top frame protrudes, and the two sides are sloping down symmetrically. The outer ends of the two sides of the cross brace are integrally connected to the mullion; The top frame is inclined to one side, and the two ends are integrally connected to the tops of the mullions of different heights on both sides; under the top frame, horizontal braces are parallel to the top frame, and the outer ends of the two sides of the horizontal braces are integrally connected to the mullions, respectively.
  9. 如权利要求1-8任一项所述的一种框式预制墙板的安装方法,其特征在于,包括如下步骤:首先按照规划准备预定数量的预制墙板模块和预制墙柱模块并运送到现场,框式预制墙板模块可以人力搬运到安装位置;然后将底层的预制墙板模块和预制墙柱模块通过底部横框的螺栓安装槽与基础预埋螺栓以螺母调平和紧固连接安装;接着将梁体垂直穿过过梁空,在梁上安装楼板,在框式预制墙板安装固定后在框空内填装保温填料或砌块,在拼成孔的灌浆槽内灌注混凝土,最后涂装墙体表面;The method for installing a frame-type prefabricated wall panel according to any one of claims 1-8, comprising the steps of: first preparing a predetermined number of prefabricated wall panel modules and prefabricated wall column modules according to the plan and transporting them to On site, the framed prefabricated wall panel modules can be manually moved to the installation position; then the bottom prefabricated wall panel modules and prefabricated wall column modules are leveled and fastened with nuts through the bottom horizontal frame bolt installation slot and the foundation embedded bolts; Then, the beam body is vertically passed through the girder void, the floor slab is installed on the beam, the frame prefabricated wall panel is installed and fixed, and the thermal insulation filler or block is filled in the frame void, and the concrete is poured into the grouting groove made of holes, and finally Painting the wall surface;
    所述框式预制墙体的具体安装过程包括:The specific installation process of the frame prefabricated wall includes:
    A、同层预制墙体之间的安装;A. Installation between prefabricated walls on the same floor;
    将预制墙板模块侧面对齐已安装的预制墙柱模块的连接端或预制墙板模块的侧端,底端通过螺栓调平和固定后,以螺栓直接穿过等高对齐的侧螺栓孔并 紧固连接,如果预制墙体设有墙框孔则管线在墙框孔内横向布置,如果没有墙框孔则管线在等高的与侧螺栓孔平行设置的管线孔内横向布置;Align the side of the prefabricated wall panel module with the connection end of the installed prefabricated wall column module or the side end of the prefabricated wall panel module. After the bottom end is leveled and fixed by bolts, directly pass the bolts of equal height aligned side bolts and tighten Connection, if the prefabricated wall is provided with a wall frame hole, the pipeline is laterally arranged in the wall frame hole, if there is no wall frame hole, the pipeline is laterally arranged in a pipeline hole of equal height parallel to the side bolt hole;
    B、上下层框式预制墙板之间的安装;B. Installation between upper and lower frame prefabricated wall panels;
    上下层框式预制墙板之间对齐对应的预制墙板模块或对应的预制墙柱模块,竖向以螺栓穿过底部横框螺栓安装槽内垫板的垫板螺栓孔与下层顶框对齐的垫板螺栓孔,以螺母紧固连接安装;Align the corresponding prefabricated wall panel modules or the corresponding prefabricated wall column modules between the upper and lower frame prefabricated wall panels, and use the bolts vertically to pass through the bottom horizontal frame bolt mounting grooves, and the backing bolt holes of the backing plate are aligned with the lower top frame Bolt hole of backing plate, fasten and install with nut;
    C、框式预制山墙屋顶的安装;C. Installation of framed prefabricated gable roof;
    在安装完毕的顶层山墙上方竖向对齐拼装山墙屋顶墙框,中部安装山墙尖顶墙框模块,两侧顶框顺次下倾安装山墙坡顶墙框模块,竖向以螺栓穿过底部横框的螺栓安装槽处的垫板螺栓孔与下层顶框对齐的垫板螺栓孔,紧固连接安装,横向以螺栓穿过竖框的侧螺栓孔与横向对齐的框式预制墙板上侧螺栓孔紧固连接安装。Assemble the gable roof wall frame vertically on the top of the installed top gable wall, install the gable top wall frame module in the middle, install the gable top wall frame module on both sides in sequence, and vertically bolt through the bottom horizontal frame The bolt bolt holes at the bolt installation slot are aligned with the bolt bolt holes at the lower top frame, and are tightly connected and installed. The side bolt holes passing through the vertical frame with bolts are horizontally aligned with the upper bolt holes of the frame-type prefabricated wall plate aligned horizontally Fixed connection installation.
  10. 如权利要求9所述的一种框式预制墙板的安装方法,其特征在于:上下层框式预制墙板之间连接安装时,上层墙板的具体调平过程如下:The installation method of a frame-type prefabricated wall panel according to claim 9, wherein when the upper and lower frame-type prefabricated wall panels are connected and installed, the specific leveling process of the upper-layer wall panel is as follows:
    待调整的底边或顶边作为连接边,首先需要在距离连接边20~100mm的竖框大面侧固定安装L形固定板,L形固定板固定侧翼贴合竖框,连接侧翼靠近连接边且与连接边平行,连接边两侧的L形固定板设有竖向对齐的通孔,将螺柱竖向穿过一对连接侧翼的通孔,分别在每一片连接侧翼的两侧旋入螺母,自上而下依次为第一螺母、第二螺母、第三螺母和第四螺母,紧固下方第三螺母和第四螺母,通过调节第二螺母的位置来调节所在侧竖框的高度达到规划水平度,之后紧固第一螺母;然后在连接边之间填充混凝土,待混凝土凝固后即完成上层预制墙体固定,后拆除L形固定板。The bottom or top edge to be adjusted is used as the connecting edge. First, an L-shaped fixing plate needs to be fixedly installed on the large side of the mullion 20 to 100 mm from the connecting edge. The L-shaped fixing plate fixes the side wings to fit the mullion, and the connecting side wings are close to the connecting edge And parallel to the connecting side, the L-shaped fixing plates on both sides of the connecting side are provided with vertically aligned through holes, and the studs are vertically passed through the through holes of a pair of connecting flanks, and screwed in on both sides of each connecting flank, respectively Nuts, from top to bottom are first nut, second nut, third nut and fourth nut, tighten the third nut and fourth nut below, adjust the height of the side mullion by adjusting the position of the second nut After reaching the planned level, tighten the first nut; then fill the concrete between the connecting edges. After the concrete is solidified, the upper prefabricated wall is fixed, and then the L-shaped fixing plate is removed.
PCT/CN2019/117327 2018-11-14 2019-11-12 Frame-type prefabricated wallboard and installation method therefor WO2020098618A1 (en)

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