CN108661329A - The mounting bracket of prefabricated components, precast wall body and its installation method containing the holder - Google Patents
The mounting bracket of prefabricated components, precast wall body and its installation method containing the holder Download PDFInfo
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- CN108661329A CN108661329A CN201810381811.9A CN201810381811A CN108661329A CN 108661329 A CN108661329 A CN 108661329A CN 201810381811 A CN201810381811 A CN 201810381811A CN 108661329 A CN108661329 A CN 108661329A
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- 238000009434 installation Methods 0.000 title claims abstract description 29
- 238000000034 method Methods 0.000 title claims abstract description 14
- 230000008878 coupling Effects 0.000 claims abstract 2
- 238000010168 coupling process Methods 0.000 claims abstract 2
- 238000005859 coupling reaction Methods 0.000 claims abstract 2
- 229910000831 Steel Inorganic materials 0.000 claims description 9
- 239000010959 steel Substances 0.000 claims description 9
- 238000010276 construction Methods 0.000 description 9
- 238000009415 formwork Methods 0.000 description 4
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- 230000009286 beneficial effect Effects 0.000 description 2
- 230000007246 mechanism Effects 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
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Classifications
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- 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
- E04G21/16—Tools or apparatus
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- 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
- E04G21/16—Tools or apparatus
- E04G21/167—Tools or apparatus specially adapted for working-up plates, panels or slab shaped building elements
-
- 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
- E04G21/24—Safety or protective measures preventing damage to building parts or finishing work during construction
- E04G21/26—Strutting means for wall parts; Supports or the like, e.g. for holding in position prefabricated walls
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Abstract
Description
技术领域technical field
本发明涉及建筑施工中成型预制构件的搭建领域,具体涉及一种预制构件的安装支架、含该支架的预制墙体及其安装方法。The invention relates to the field of building prefabricated components in building construction, in particular to a prefabricated component installation bracket, a prefabricated wall body containing the bracket and an installation method thereof.
背景技术Background technique
为了提高施工效率,很多建筑采用装配式模块进行搭建。预先制备外墙板、内墙板、楼板、梁、楼梯、柱等预制构件,再运输至施工现场,在施工现场进行拼接搭建。In order to improve construction efficiency, many buildings are built with prefabricated modules. Prefabricated components such as exterior wall panels, interior wall panels, floor slabs, beams, stairs, columns, etc. are prepared in advance, and then transported to the construction site for splicing and construction at the construction site.
在搭建过程中,在地面支撑多个支撑机构,支撑机构上端面搭建预制楼板,相邻的两个预制楼板之间留有一定间隙,预留上一层预制墙板的安装位置,将上一层预制墙板吊装至指定位置之后,预制墙板和两个预制楼板之间形成连接空腔。调节预制墙板的水平度和高度,调节完成后,在连接空腔中灌注混凝土,完成预制墙板和预制楼板的搭建。During the construction process, multiple support mechanisms are supported on the ground, and prefabricated floor slabs are built on the upper end of the support mechanisms. After the first-floor prefabricated wall panels are hoisted to the designated position, a connection cavity is formed between the prefabricated wall panels and the two prefabricated floor slabs. Adjust the levelness and height of the prefabricated wall panels. After the adjustment is completed, pour concrete into the connecting cavity to complete the construction of the prefabricated wall panels and prefabricated floor slabs.
在安装上一层预制墙板时,通常需要在其下端部安装支座,以对上一层预制墙板进行支撑。授权公告号为CN205369690U的中国专利公开了一种装配式建筑预制墙板,如图1所示,预制墙体包括第一预制墙板7、第二预制墙板8,第一预制墙板7和第二预制墙板8之间安装支撑架,支撑架包括与第二预制墙板8栓接固定的上支撑板1,与第一预制墙板7栓接固定的下支撑板2,上支撑板1和下支撑板2之间连接多根支撑柱101,以对上预制墙板实现临时定位。When the upper layer of prefabricated wall panels is installed, it is usually necessary to install a support at the lower end thereof to support the upper layer of prefabricated wall panels. The Chinese patent with authorized notification number CN205369690U discloses a prefabricated building wall panel. As shown in Figure 1, the prefabricated wall body includes a first prefabricated wall panel 7, a second prefabricated wall panel 8, a first prefabricated wall panel 7 and a prefabricated wall panel. A support frame is installed between the second prefabricated wall panels 8, and the support frame includes an upper support plate 1 bolted and fixed with the second prefabricated wall panel 8, a lower support plate 2 bolted and fixed with the first prefabricated wall panel 7, and an upper support plate 1 and the lower support plate 2 are connected with a plurality of support columns 101 to realize temporary positioning of the upper prefabricated wall panel.
但是,在实际施工过程中,第一预制墙板7和第二预制墙板8之间的间隔依据预制楼板9的厚度进行相应调整,而现有的支撑架中上支撑板1和下支撑板2的间距一定,不能随预制楼板9的厚度进行调节,需要依据不同的预制楼板9厚度进行另外订制,比较繁琐。However, in the actual construction process, the interval between the first prefabricated wall panel 7 and the second prefabricated wall panel 8 is adjusted accordingly according to the thickness of the prefabricated floor slab 9, while the upper support plate 1 and the lower support plate in the existing support frame The distance between 2 is fixed, and cannot be adjusted with the thickness of the prefabricated floor slab 9, and needs to be customized according to different thicknesses of the prefabricated floor slab 9, which is cumbersome.
发明内容Contents of the invention
本发明的目的是提供一种预制构件的安装支架,其高度能够随不同厚度的预制楼板进行调节,应用范围更广。The object of the present invention is to provide a mounting bracket for prefabricated components, the height of which can be adjusted with prefabricated floor slabs of different thicknesses, and the application range is wider.
本发明的上述技术目的是通过以下技术方案得以实现的:一种预制构件的安装支架,包括相对设置的上支撑板和下支撑板,上支撑板的下端部固定若干上调节柱,下支撑板的上端部固定与上调节柱相对设置的下调节柱,上调节柱上设置正螺纹,下调节柱上设置反螺纹,上调节柱和下调节柱外周螺纹连接套筒。The above-mentioned technical purpose of the present invention is achieved by the following technical solutions: a mounting bracket for prefabricated components, including an upper support plate and a lower support plate oppositely arranged, a number of upper adjustment columns are fixed to the lower end of the upper support plate, and the lower support plate The upper end of the upper adjustment column is fixed to the lower adjustment column opposite to the upper adjustment column. The upper adjustment column is provided with a positive thread, and the lower adjustment column is provided with a reverse thread. The upper adjustment column and the lower adjustment column are threaded to connect the sleeve.
预制构件的安装支架主要用于预制墙板或者预制立柱沿竖直方向的搭建,以预制墙板为例,当采用多块预制墙板沿竖直方向构筑预制墙体时,在第一预制墙板上吊装搭建第二预制墙板,第一预制墙板和第二预制墙板之间预留预制楼板的安装间隙。The installation bracket of prefabricated components is mainly used for erecting prefabricated wall panels or prefabricated columns along the vertical direction. Taking prefabricated wall panels as an example, when multiple prefabricated wall panels are used to construct prefabricated walls along the vertical direction, the The second prefabricated wall panel is hoisted on the board, and the installation gap of the prefabricated floor is reserved between the first prefabricated wall panel and the second prefabricated wall panel.
为了使第二预制墙板与第一预制墙板对齐,将预制构件的安装支架放置在第一预制墙板上端面,上支撑板与第二预制墙板的下端面相连,下支撑板与第一预制墙板的上端面相连。此时,正转或者反转套筒,调节第二预制墙板和第一预制墙板之间的间隙,以便于和预制楼板的高度进行匹配。In order to align the second prefabricated wall panel with the first prefabricated wall panel, the mounting bracket of the prefabricated component is placed on the end surface of the first prefabricated wall panel, the upper support plate is connected with the lower end surface of the second prefabricated wall panel, and the lower support plate is connected with the second prefabricated wall panel. The upper end surfaces of a prefabricated wall panel are connected. At this time, the sleeve is rotated forward or reversed to adjust the gap between the second prefabricated wall panel and the first prefabricated wall panel, so as to match the height of the prefabricated floor slab.
进一步地,上支撑板可拆卸连接定位柱,定位柱穿过上支撑板,定位柱穿过上支撑板的端部高于上支撑板的上表面;下支撑板与上支撑板做同样设置。Further, the upper support plate is detachably connected to the positioning column, the positioning column passes through the upper support plate, and the end of the positioning column passing through the upper support plate is higher than the upper surface of the upper support plate; the lower support plate and the upper support plate are set in the same way.
定位柱可以预先对预制构件的安装支架的位置进行初步定位,调整预制构件的安装支架至合适的位置处,再将预制构件的安装支架固定在第一预制墙板和第二预制墙板之间,以方便后期对第二预制墙板的水平度进行调整。The positioning column can preliminarily locate the position of the installation bracket of the prefabricated component, adjust the installation bracket of the prefabricated component to a suitable position, and then fix the installation bracket of the prefabricated component between the first prefabricated wall panel and the second prefabricated wall panel , so as to facilitate the adjustment of the levelness of the second prefabricated wall panel later.
优选地,定位柱与上支撑板/下支撑板螺纹连接。Preferably, the positioning column is screwed to the upper support plate/lower support plate.
进一步地,上支撑板包括与预制墙体长度方向平行的两个侧面一,与预制墙体宽度方向平行的两个侧面二,上支撑板靠近两个侧面一的位置分别连接调高螺栓。Further, the upper support plate includes two sides 1 parallel to the length direction of the prefabricated wall, and two sides 2 parallel to the width direction of the prefabricated wall.
采用以上技术方案,预制构件的安装支架的定位柱与第二预制墙板插接匹配之后,转动两个调高螺栓,调高螺栓穿过上支撑板的端部与第二预制墙板的下端面抵接,进而对第二预制墙板的水平度进行调节,保证最终搭建墙体的垂直度。Using the above technical scheme, after the positioning column of the prefabricated component mounting bracket is plugged and matched with the second prefabricated wallboard, two height-adjusting bolts are turned, and the height-adjusting bolts pass through the end of the upper support plate and the lower part of the second prefabricated wallboard. The end faces are abutted, and then the levelness of the second prefabricated wall panel is adjusted to ensure the verticality of the final wall.
进一步地,上支撑板和下支撑板均设有若干贯穿上支撑板/下支撑板的固定螺栓。Further, both the upper support plate and the lower support plate are provided with several fixing bolts penetrating through the upper support plate/lower support plate.
采用以上技术方案,第二预制墙板和第一预制墙板的位置确定后,使用固定螺栓将预制构件的安装支架与第一预制墙板和第二预制墙板进行临时固定。第二预制墙板的位置确定后,使用支架对第二预制墙板进行支撑固定,将预制构件的安装支架的固定螺栓拆掉,预制构件的安装支架可以重复利用。With the above technical solution, after the positions of the second prefabricated wall panel and the first prefabricated wall panel are determined, the mounting bracket of the prefabricated component is temporarily fixed to the first prefabricated wall panel and the second prefabricated wall panel with fixing bolts. After the position of the second prefabricated wall panel is determined, the bracket is used to support and fix the second prefabricated wall panel, and the fixing bolts of the mounting bracket of the prefabricated component are removed, and the mounting bracket of the prefabricated component can be reused.
进一步地,套筒上设置握持部或者开设操作孔。Further, a handle is provided on the sleeve or an operation hole is opened.
采用以上技术方案,操作者更加方便对套筒施力。By adopting the above technical scheme, it is more convenient for the operator to apply force to the sleeve.
本发明的另一目的在于提供一种预制墙体,其具有安装方便,可依据楼板厚度相应调节上下两个墙板之间的间距。Another object of the present invention is to provide a prefabricated wall, which is easy to install and can adjust the distance between the upper and lower wall panels according to the thickness of the floor slab.
本发明的上述目的通过以下技术方案得以实现:一种预制墙体,包括第一预制墙板,第一预制墙板上方连接上述的预制构件的安装支架,预制构件的安装支架上方连接第二预制墙板,第一预制墙板和第二预制墙板上开设与定位柱配合的定位凹槽,第一预制墙板和第二预制墙板内还固定有与固定螺栓螺纹配合的钢筒。The above object of the present invention is achieved through the following technical solutions: a prefabricated wall body, comprising a first prefabricated wall panel, the above-mentioned prefabricated component mounting bracket is connected above the first prefabricated wall panel, and the second prefabricated component is connected above the prefabricated component mounting bracket. On the wallboard, the first prefabricated wallboard and the second prefabricated wallboard are provided with positioning grooves matched with the positioning columns, and the first prefabricated wallboard and the second prefabricated wallboard are also fixed with steel cylinders threaded with fixing bolts.
采用以上技术方案,第一预制墙板和第二预制墙板采用预制构件的安装支架连接,通过调节预制构件的安装支架的高度,进而调节第一预制墙板和第二预制墙板的间距。此外,第二预制墙板采用支架固定后,即可将预制构件的安装支架拆除,便于重复利用。With the above technical solution, the first prefabricated wall panel and the second prefabricated wall panel are connected by the mounting bracket of the prefabricated component, and the distance between the first prefabricated wall panel and the second prefabricated wall panel is adjusted by adjusting the height of the mounting bracket of the prefabricated component. In addition, after the second prefabricated wall panel is fixed by the bracket, the installation bracket of the prefabricated component can be removed, which is convenient for reuse.
本发明的还一目的在于提供一种预制墙体的安装方法,其具有操作简单,上述的预制构件的安装支架可重复利用的特点。Another object of the present invention is to provide a method for installing a prefabricated wall, which has the characteristics of simple operation and the reusable installation bracket of the above-mentioned prefabricated components.
本发明的上述目的通过以下技术方案得以实现:一种预制墙体的安装方法,包括如下步骤:The above object of the present invention is achieved through the following technical solutions: a method for installing a prefabricated wall, comprising the steps of:
S1、在地面支撑第一预制墙板,第一预制墙板的上端面两侧分别采用支架支撑一个预制楼板;S1. Support the first prefabricated wall panel on the ground, and support a prefabricated floor slab on both sides of the upper end surface of the first prefabricated wall panel;
S2、预制楼板与第一预制墙板之间预留安装间隙,并且在安装间隙处支撑下模板;S2. An installation gap is reserved between the prefabricated floor slab and the first prefabricated wall panel, and the lower formwork is supported at the installation gap;
S3、在第一预制墙板上端面固定至少两个上述的预制构件的安装支架;S3, fixing at least two installation brackets of the above-mentioned prefabricated components on the end surface of the first prefabricated wallboard;
S4、在预制构件的安装支架上方连接第二预制墙板,第二预制墙板和预制楼板之间留有操作间隙,对第二预制墙板的高度进行调整;预制构件的安装支架调至高度最低时,操作间隙与预制构件的安装支架高度相同。S4. Connect the second prefabricated wall panel above the installation bracket of the prefabricated component, and there is an operation gap between the second prefabricated wall panel and the prefabricated floor slab, and adjust the height of the second prefabricated wall panel; the installation bracket of the prefabricated component is adjusted to the height At its lowest, the operating clearance is at the same height as the mounting brackets of the precast elements.
按照以上方法构筑预制墙体,第一预制墙板上端面固定安装支架,方便对第二预制墙板的水平度和高度进行调节。第二预制墙板的位置确定之后,使用另外的支柱对第二预制墙板进行支撑,降低预制构件的安装支架的高度,将预制构件的安装支架中的固定螺栓和定位柱拆下,并从操作间隙处取出,利于循环使用。Construct the prefabricated wall body according to the above method, and fix the mounting bracket on the end surface of the first prefabricated wallboard, so as to facilitate the adjustment of the levelness and height of the second prefabricated wallboard. After the position of the second prefabricated wall panel is determined, use another pillar to support the second prefabricated wall panel, reduce the height of the mounting bracket of the prefabricated component, remove the fixing bolts and positioning columns in the mounting bracket of the prefabricated component, and remove it from the Take it out at the operation gap, which is beneficial for recycling.
综上所述,本发明具有以下有益效果:In summary, the present invention has the following beneficial effects:
1、预制构件的安装支架可以通过套筒调节高度,还可以通过调高螺栓调整第二预制墙板的水平度,使最终构筑的预制墙体具有较好的垂直度,并且方便预制墙体和预制楼板相连;1. The height of the mounting bracket of the prefabricated component can be adjusted through the sleeve, and the levelness of the second prefabricated wall panel can also be adjusted through the height-adjusting bolt, so that the final prefabricated wall has better verticality, and it is convenient for the prefabricated wall and Prefabricated floor slab connection;
2、预制构件的安装支架中定位柱和固定螺栓均可拆除,方便将预制构件的安装支架取出,可循环利用。2. The positioning columns and fixing bolts in the mounting bracket of the prefabricated component can be removed, which is convenient for taking out the mounting bracket of the prefabricated component and can be recycled.
附图说明Description of drawings
图1为背景技术中的示意图;Fig. 1 is a schematic diagram in the background technology;
图2为实施例一中预制构件的安装支架的结构示意图;Fig. 2 is the structural representation of the mounting bracket of prefabricated component in embodiment one;
图3为预制构件的安装支架呈压缩状态的结构示意图;Fig. 3 is a structural schematic diagram of a prefabricated component mounting bracket in a compressed state;
图4为实施例二中预制墙体的结构示意图;Fig. 4 is the structural representation of prefabricated body of wall in embodiment two;
图5为图2中A-A方向的剖视图;Fig. 5 is the sectional view of A-A direction in Fig. 2;
图6为图2中B-B方向的剖视图;Fig. 6 is the sectional view of B-B direction in Fig. 2;
图7为定位柱与上支撑板转动卡接的配合关系示意图。Fig. 7 is a schematic diagram of the cooperation relationship between the positioning column and the upper support plate for rotation clamping.
图中,1、上支撑板;11、上调节柱;111、正螺纹;12、侧面一;13、侧面二;2、下支撑板;21、下调节柱;211、反螺纹;3、套筒;31、握持部;32、操作孔;4、定位柱;5、调高螺栓;6、固定螺栓;7、第一预制墙板;71、定位凹槽;72、钢筒;73、连接钢筋;8、第二预制墙板;9、预制楼板;90、安装间隙;91、下模板;92、操作间隙;101、支撑柱。In the figure, 1, upper support plate; 11, upper adjustment column; 111, positive thread; 12, side one; 13, side two; 2, lower support plate; 21, lower adjustment column; 211, reverse thread; 3, sleeve Tube; 31, gripping part; 32, operation hole; 4, positioning column; 5, height-adjusting bolt; 6, fixing bolt; 7, the first prefabricated wallboard; Connecting steel bar; 8. Second prefabricated wall panel; 9. Prefabricated floor slab; 90. Installation clearance; 91. Lower formwork; 92. Operation clearance; 101. Support column.
具体实施方式Detailed ways
以下结合实施例对本发明作进一步详细说明。The present invention is described in further detail below in conjunction with embodiment.
实施例一:一种预制构件的安装支架,如图2所示,用于装配式建筑中,对预制墙板、预制柱等预制构件进行支撑,以方便对上层建筑进行搭建。Embodiment 1: A mounting bracket for prefabricated components, as shown in Figure 2, is used in prefabricated buildings to support prefabricated components such as prefabricated wall panels and prefabricated columns, so as to facilitate the construction of superstructures.
预制构件的安装支架包括上支撑板1,与上支撑板1相对的下支撑板2,上支撑板1的下端部对称固定两根上调节柱11(结合图3),下支撑板2的上端部固定两根与上调节柱11相对的下调节柱21。上调节柱11上设置正螺纹111,下调节柱21上设置反螺纹211,上调节柱11和下调节柱21的外周螺纹连接套筒3。套筒3的外周中间位置处可以开设操作孔32(结合图3),以方便插入工具对套筒3施力,使套筒3转动;套筒3的外周中间位置处还可以向内凹陷形成握持部31(结合图7),方便操作者对套筒3施力。The installation bracket of prefabricated components includes an upper support plate 1, a lower support plate 2 opposite to the upper support plate 1, two upper adjustment columns 11 are symmetrically fixed on the lower end of the upper support plate 1 (combined with Figure 3), and the upper end of the lower support plate 2 Two lower adjusting columns 21 opposite to the upper adjusting columns 11 are fixed. The upper adjustment column 11 is provided with positive threads 111 , and the lower adjustment column 21 is provided with reverse threads 211 , and the outer circumferences of the upper adjustment column 11 and the lower adjustment column 21 are threadedly connected to the sleeve 3 . An operation hole 32 (combined with Fig. 3 ) can be opened at the middle position of the outer circumference of the sleeve 3 to facilitate the insertion of tools to apply force to the sleeve 3 to make the sleeve 3 rotate; the middle position of the outer circumference of the sleeve 3 can also be recessed inward to form The grip part 31 (combined with FIG. 7 ) is convenient for the operator to exert force on the sleeve 3 .
转动套筒3,上调节柱11和下调节柱21相对靠近或者远离,进而带动上支撑板1与下支撑板2靠近(如图3中的状态所示)或者远离(如图2中的状态所示)。Turn the sleeve 3, the upper adjustment column 11 and the lower adjustment column 21 are relatively close to or far away, and then drive the upper support plate 1 and the lower support plate 2 to approach (as shown in the state in Figure 3) or away (as shown in the state in Figure 2 shown).
为了方便对预制构件的安装支架进行初步定位,在上支撑板1和下支撑板2的中间分别螺纹连接定位柱4,定位柱4贯通上支撑板1或者下支撑板2延伸,以方便和预制构件配合定位。定位柱4还可以采用转动卡接或者其他能够实现临时安装在上支撑板1或者下支撑板2上的方法均可以。In order to facilitate the preliminary positioning of the mounting bracket of the prefabricated component, the positioning column 4 is screwed in the middle of the upper support plate 1 and the lower support plate 2 respectively, and the positioning column 4 extends through the upper support plate 1 or the lower support plate 2, so as to facilitate and prefabricate Component fit positioning. The positioning column 4 can also be locked by rotation or other methods that can be temporarily installed on the upper support plate 1 or the lower support plate 2 .
定位柱4的螺纹连接方式如图6所示。定位柱4转动卡接的方式如图7所示,定位柱4的周向壁面背离径向固定两个对称的导向凸起41,上支撑板1与定位柱4匹配的通孔内侧壁自上支撑板1上表面起开设与导向凸起41匹配的导向凹槽14,导向凹槽14远离上支撑板1的上表面端部向上支撑板1内部开设一圈环槽15,以方便导向凸起41沿导向凹槽14滑动至行程末端后转动与环槽15卡接定位。The threaded connection method of the positioning column 4 is shown in FIG. 6 . The way of the positioning column 4 is rotated and clamped as shown in Figure 7. The circumferential wall of the positioning column 4 deviates from the radially fixed two symmetrical guide protrusions 41, and the inner side wall of the through hole matching the upper support plate 1 and the positioning column 4 starts from the top. The upper surface of the support plate 1 offers a guide groove 14 matched with the guide protrusion 41, and the guide groove 14 is away from the upper surface end of the upper support plate 1, and a circle of ring grooves 15 is provided inside the support plate 1 to facilitate the guide protrusion. 41 slides along the guide groove 14 to the end of the stroke, and then rotates and engages with the ring groove 15 for positioning.
贯穿上支撑板1相对的两个端部分别栓接一个调高螺栓5,调高螺栓5的安装位置视具体情况而定。结合图2,以预制墙板为例,上支撑板与预制墙体长度方向平行的两个侧面命名为侧面一12,与预制墙体宽度方向平行的两个侧面命名为侧面二13,上支撑板靠近两个侧面一12的位置分别连接一个调高螺栓5,两个调高螺栓5的连线方向与预制墙板的宽度延伸方向垂直,转动两个调高螺栓5时,预制墙板的倾斜度相应改变,以方便调整预制墙板的水平度。A height-adjustment bolt 5 is respectively bolted through the two opposite ends of the upper support plate 1 , and the installation position of the height-adjustment bolt 5 depends on specific conditions. Combined with Figure 2, taking the prefabricated wallboard as an example, the two sides of the upper support plate parallel to the length direction of the prefabricated wall are named side one 12, and the two sides parallel to the width direction of the prefabricated wall are named side two 13. A height-adjusting bolt 5 is respectively connected to the position of the plate close to the two sides-12. The connection direction of the two height-adjusting bolts 5 is perpendicular to the width extension direction of the prefabricated wall panel. When the two height-adjusting bolts 5 are turned, the height of the prefabricated wall panel The inclination changes accordingly to facilitate adjustment of the levelness of the prefabricated wall panels.
此外,上支撑板1和下支撑板2的四个转角处分别栓接固定螺栓6,预制构件调节水平后,采用固定螺栓6将上支撑板1和下支撑板2与预制构件相连。In addition, the four corners of the upper support plate 1 and the lower support plate 2 are bolted with fixing bolts 6 respectively. After the prefabricated component is adjusted to the level, the upper support plate 1 and the lower support plate 2 are connected to the prefabricated component with the fixing bolts 6 .
实施例二:一种预制墙体,如图4所示,包括支撑在地面的第一预制墙板7,第一预制墙板7上端面的两侧分别使用支架支撑预制楼板9,预制楼板9和第一预制墙板7的上端面之间留有安装间隙90,并且在该间隙处支撑下模板91,以方便后期浇筑混凝土。在第一预制墙板7上端面固定实施例一中的预制构件的安装支架,在该预制构件的安装支架上方连接第二预制墙板8,第二预制墙板8吊装至合适位置处,以方便对第二预制墙板8的水平度进行调节。其中,第一预制墙板7和第二预制墙板8的四周分别延伸设置多个连接钢筋73,预制构件的安装支架的高度调整合适后,焊接第一预制墙板7和第二预制墙板8相对伸出的连接钢筋73,对第二预制墙板8进行初步定位。Embodiment 2: A prefabricated wall body, as shown in FIG. 4 , includes a first prefabricated wall panel 7 supported on the ground, and the two sides of the upper end surface of the first prefabricated wall panel 7 respectively use brackets to support a prefabricated floor slab 9, and the prefabricated floor slab 9 There is an installation gap 90 between the upper end surface of the first prefabricated wall panel 7, and the lower formwork 91 is supported at the gap to facilitate concrete pouring later. The mounting bracket of the prefabricated component in the first embodiment is fixed on the upper end of the first prefabricated wall panel 7, and the second prefabricated wall panel 8 is connected above the mounting bracket of the prefabricated component, and the second prefabricated wall panel 8 is hoisted to a suitable position, so as to It is convenient to adjust the levelness of the second prefabricated wall panel 8 . Among them, a plurality of connecting steel bars 73 are respectively extended around the first prefabricated wall panel 7 and the second prefabricated wall panel 8, and after the height of the mounting bracket of the prefabricated component is adjusted properly, the first prefabricated wall panel 7 and the second prefabricated wall panel are welded 8. Preliminary positioning of the second prefabricated wall panel 8 is carried out relative to the protruding connecting steel bars 73.
结合图5和图6,第一预制墙板7和第二预制墙板8上与定位柱4相对应的位置处均开设与定位柱4匹配的定位凹槽71,第一预制墙板7和第二预制墙板8与固定螺栓6相对的位置处均嵌设钢筒72,钢筒72的内侧与固定螺栓6螺纹匹配。5 and 6, the first prefabricated wall panel 7 and the second prefabricated wall panel 8 are provided with positioning grooves 71 matching the positioning column 4 at positions corresponding to the positioning column 4, and the first prefabricated wall panel 7 and the The positions where the second prefabricated wall panels 8 are opposite to the fixing bolts 6 are all embedded with steel cylinders 72 , and the inner sides of the steel cylinders 72 are threadedly matched with the fixing bolts 6 .
此外,第二预制墙板8和预制楼板9之间留有操作间隙92,当第一预制墙板7和第二预制墙板8初步焊接固定后,预制构件的安装支架调至最低,将定位柱4和固定螺栓6拆下,进一步减少预制构件的安装支架的体积,并将其从操作间隙92处取出,便于后续重复利用。之后,在第一预制墙板7、第二预制墙板8和预制楼板9所成的空间内浇筑混凝土,完整预制墙体的搭建。In addition, there is an operating gap 92 between the second prefabricated wall panel 8 and the prefabricated floor slab 9. After the first prefabricated wall panel 7 and the second prefabricated wall panel 8 are initially welded and fixed, the mounting bracket of the prefabricated component is adjusted to the lowest position, and the positioning The column 4 and the fixing bolt 6 are removed to further reduce the volume of the mounting bracket of the prefabricated component, and take it out from the operation gap 92 for subsequent reuse. After that, concrete is poured in the space formed by the first prefabricated wall panel 7 , the second prefabricated wall panel 8 and the prefabricated floor slab 9 to complete the construction of the prefabricated wall body.
实施例三:一种预制墙体的安装方法,包括如下步骤:Embodiment three: a method for installing a prefabricated wall, comprising the following steps:
S1、在地面支撑第一预制墙板7,第一预制墙板7上端面两侧分别吊装与第一预制墙板7垂直的预制楼板9,预制楼板9的下端面采用支架支撑,以方便形成较为稳固的基础结构;S1. Support the first prefabricated wall panel 7 on the ground, respectively hoist the prefabricated floor slab 9 perpendicular to the first prefabricated wall panel 7 on both sides of the upper end surface of the first prefabricated wall panel 7, and the lower end surface of the prefabricated floor slab 9 is supported by a bracket to facilitate formation relatively stable infrastructure;
S2、预制楼板9吊装时,在预制楼板9和第一预制墙板7之间留有安装间隙90;由于安装间隙90距离预制构件的安装支架的下支撑板2比较近,可以穿过安装间隙90对下支撑板2上的定位柱4和固定螺栓6进行调节。调节完成后,在安装间隙90下方可以支撑下模板91,以方便浇筑混凝土;S2. When the prefabricated floor slab 9 is hoisted, there is an installation gap 90 between the prefabricated floor slab 9 and the first prefabricated wall panel 7; since the installation gap 90 is relatively close to the lower support plate 2 of the installation bracket of the prefabricated component, it can pass through the installation gap 90 adjusts the positioning column 4 and the fixing bolt 6 on the lower support plate 2. After the adjustment is completed, the lower formwork 91 can be supported under the installation gap 90 to facilitate pouring of concrete;
S3、在第一预制墙板7的上端面的两端分别固定一个实施例一中的预制构件的安装支架,以实现对第二预制墙板8较稳定的支撑;预制构件的安装支架的数量不限于两个;S3. Fix the mounting brackets of the prefabricated components in the first embodiment respectively at both ends of the upper end surface of the first prefabricated wall panel 7, so as to realize a relatively stable support for the second prefabricated wall panel 8; the number of the mounting brackets of the prefabricated components not limited to two;
S4、在预制构件的安装支架上方吊装第二预制墙板8,第二预制墙板8吊装到位后,第二预制墙板8和预制楼板9之间留有操作间隙92,以方便对预制构件的安装支架的高度进行调节;操作间隙92的宽度至少与预制构件的安装支架降至最低的高度相同;S4. Hoist the second prefabricated wall panel 8 above the mounting bracket of the prefabricated component. After the second prefabricated wall panel 8 is hoisted in place, there is an operating gap 92 between the second prefabricated wall panel 8 and the prefabricated floor 9 to facilitate the prefabricated component Adjust the height of the mounting bracket; the width of the operating gap 92 is at least the same as the minimum height of the mounting bracket of the prefabricated component;
S5、第一预制墙板7、第二预制墙板8和预制楼板9的四周均向外延伸固定连接钢筋73,预制构件的安装支架调整水平后,预先焊接第一预制墙板7和第二预制墙板8相对的连接钢筋73,使第二预制墙板8临时固定;预制构件的安装支架使用完毕后,从操作间隙92处取出。S5, the first prefabricated wall panel 7, the second prefabricated wall panel 8 and the prefabricated floor slab 9 all extend outwards and fix the connecting steel bars 73. After the installation bracket of the prefabricated component is adjusted to the level, the first prefabricated wall panel 7 and the second The relative connecting steel bar 73 of the prefabricated wallboard 8 temporarily fixes the second prefabricated wallboard 8 ;
本具体实施例仅仅是对本发明的解释,其并不是对本发明的限制,本领域技术人员在阅读完本说明书后可以根据需要对本实施例做出没有创造性贡献的修改,但只要在本发明的权利要求范围内都受到专利法的保护。This specific embodiment is only an explanation of the present invention, and it is not a limitation of the present invention. Those skilled in the art can make modifications to this embodiment without creative contribution as required after reading this specification, but as long as they are within the rights of the present invention All claims are protected by patent law.
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