CN102777032B - Installation method of prefabricated toilet - Google Patents
Installation method of prefabricated toilet Download PDFInfo
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- CN102777032B CN102777032B CN201210291425.3A CN201210291425A CN102777032B CN 102777032 B CN102777032 B CN 102777032B CN 201210291425 A CN201210291425 A CN 201210291425A CN 102777032 B CN102777032 B CN 102777032B
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- 238000000034 method Methods 0.000 title claims abstract description 36
- 238000009434 installation Methods 0.000 title claims abstract description 33
- 239000004567 concrete Substances 0.000 claims abstract description 17
- 239000011083 cement mortar Substances 0.000 claims abstract description 13
- 229910000831 Steel Inorganic materials 0.000 claims description 48
- 239000010959 steel Substances 0.000 claims description 48
- 230000002787 reinforcement Effects 0.000 claims description 24
- 238000009415 formwork Methods 0.000 claims description 15
- 239000011150 reinforced concrete Substances 0.000 claims description 3
- 238000004140 cleaning Methods 0.000 claims description 2
- 230000003014 reinforcing effect Effects 0.000 abstract description 13
- 238000005266 casting Methods 0.000 abstract description 5
- 229910001294 Reinforcing steel Inorganic materials 0.000 abstract 2
- 238000010276 construction Methods 0.000 description 32
- 238000010586 diagram Methods 0.000 description 29
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 7
- 229910052782 aluminium Inorganic materials 0.000 description 7
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 4
- 229910000746 Structural steel Inorganic materials 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 239000002023 wood Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000011440 grout Substances 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000003973 paint Substances 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
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Abstract
Description
本申请是申请号为“201110064450.3”、申请日为2011年3月17日、名称为“预制卫生间及其建造和安装方法”的中国发明专利申请的分案申请。 This application is a divisional application of the Chinese invention patent application with the application number "201110064450.3", the application date is March 17, 2011, and the title is "prefabricated toilet and its construction and installation method".
技术领域 technical field
本发明涉及建筑物的安装方法,尤其涉及一种预制卫生间的安装方法,本发明可广泛应用于各类高层建筑。 The invention relates to a building installation method, in particular to a prefabricated toilet installation method, and the invention can be widely applied to various high-rise buildings.
背景技术 Background technique
卫生间是住宅建筑不可缺少的一部分,目前一般采用以下两种方法建造卫生间: The bathroom is an indispensable part of residential buildings. At present, the following two methods are generally used to build the bathroom:
一是直接在建筑工地现浇混凝土框架并逐板块地建造卫生间,这是最传统且普遍使用的卫生间建造方法,这种传统的卫生间建造方法施工周期长,建设成本高,而且由于建筑材料的使用不标准导致卫生间的质量标准不能得到很好的保证。 One is to directly cast the concrete frame on the construction site and build the toilet block by block. This is the most traditional and commonly used toilet construction method. This traditional toilet construction method has a long construction period and high construction costs. Moreover, due to the use of building materials The non-standard quality standard of the bathroom cannot be well guaranteed.
二是在工厂预制整装卫生间,然后将其运送到工地进行安装。例如申请号为01116978的中国发明专利申请就公开一种可安装在多层建筑中的整装浴室单元的建造和安装方法,浴室单元在远离建筑施工现场的地方预制,然后按要求在需要的时候运输到建筑工地现场使用,浴室墙体中浇注有设施管道、用于照明控制盒的空位、用于窗户和排水管道的洞口,浴室单元安装时只需将卫生间作为一个整体放置在预先划定的带凹槽的地板上,紧邻结构墙体,然后在接缝部位填入水泥浆。这种预制整装卫生间的方法虽然能缩短施工周期,且能够保证卫生间有统一的质量标准,但仍存在如下缺陷:预制卫生间直接放置在楼面板上,仅经过简单的凹凸配合定位,容易发生移位,不够牢固,另外,这种预制卫生间的全部墙体、底板和天花板均要挤占一定的宽度和高度空间,由此造成预制卫生间的空间比传统的现浇卫生间的空间明显小。 The second is to prefabricate the complete toilet in the factory, and then transport it to the construction site for installation. For example, the Chinese invention patent application whose application number is 01116978 discloses a construction and installation method of a self-contained bathroom unit that can be installed in a multi-storey building. Transported to the construction site for use, the bathroom wall is poured with facility pipes, vacancies for lighting control boxes, openings for windows and drainage pipes, when installing the bathroom unit, it is only necessary to place the bathroom as a whole in the pre-delineated Grouted floors, next to structural walls, then fill in joints with grout. Although this method of prefabricated bathrooms can shorten the construction period and ensure uniform quality standards for the bathrooms, it still has the following defects: the prefabricated bathrooms are directly placed on the floor slabs, and are prone to displacement only through simple concave-convex coordination positioning. In addition, all the walls, floors and ceilings of this prefabricated toilet occupy a certain width and height space, resulting in the space of the prefabricated toilet being significantly smaller than that of the traditional cast-in-place toilet.
发明内容 Contents of the invention
本发明要解决的技术问题是提供一种能节省空间、结构牢固稳定的预制卫生间的安装方法。 The technical problem to be solved by the present invention is to provide a method for installing a prefabricated toilet that can save space and have a firm and stable structure.
本发明采用以下技术方案解决上述技术问题: The present invention adopts the following technical solutions to solve the above-mentioned technical problems:
一种预制卫生间的安装方法,所述预制卫生间包括相互固定连接的底板单元、四个墙面单元和天花板单元,所述底板单元、墙面单元和天花板单元由钢筋混凝土建造而成,所述安装方法包括以下步骤: A method for installing a prefabricated toilet, the prefabricated toilet includes a floor unit fixedly connected to each other, four wall units and a ceiling unit, the floor unit, the wall unit and the ceiling unit are constructed of reinforced concrete, the installation The method includes the following steps:
步骤D:整平用于安装预制卫生间的楼面,将一个结构楼面板铺设在所述楼面的边缘; Step D: Leveling the floor for installation of the prefabricated toilet, laying a structural floor panel on the edge of said floor;
步骤E:在所述楼面上铺一层水泥砂浆,然后将所述预制卫生间铺设在所述水泥砂浆上,并使其与所述水泥砂浆紧密贴合; Step E: laying a layer of cement mortar on the floor, and then laying the prefabricated toilet on the cement mortar, and making it closely adhere to the cement mortar;
步骤F:从所述预制卫生间的底板单元延伸的横向钢筋出发,在所述结构楼面板上搭建与所述横向钢筋紧密连接的底部钢筋网,然后在所述底部钢筋网上浇铸符合要求的混凝土,从而所述预制卫生间的底板单元与所述结构楼面板牢固结合为一体; Step F: starting from the transverse steel bars extending from the floor unit of the prefabricated toilet, building a bottom steel mesh closely connected with the transverse steel bars on the structural floor slab, and then casting concrete meeting the requirements on the bottom steel mesh, Thus, the floor unit of the prefabricated toilet is firmly integrated with the structural floor panel;
步骤G:将预制卫生间的至少一个墙体单元和竖向的相邻楼层的墙体单元衔接起来。 Step G: connecting at least one wall unit of the prefabricated toilet with the wall units of the vertically adjacent floors.
所述步骤D具体包括如下步骤: The step D specifically includes the following steps:
步骤D1:划定一个用于摆放预制卫生间的楼面,整平并清理干净所述楼面; Step D1: Delineating a floor for placing prefabricated toilets, leveling and cleaning said floor;
步骤D2:在所述楼面上布置经过水平校正的垫层或支撑块; Step D2: arranging a horizontally corrected cushion or support block on the floor;
步骤D3:搭建一个支架,并在所述支架上铺设一个与所述楼面邻接的结构楼面板。 Step D3: Build a frame, and lay a structural floor slab adjacent to the floor on the frame.
所述步骤E和F之间还包括如下步骤:通过临时固定螺母和固定架将所述预制卫生间和竖向的相邻楼层锁在一起,以临时固定所述预制卫生间。 The following step is also included between the steps E and F: locking the prefabricated toilet and the vertically adjacent floors together by temporarily fixing nuts and fixing frames, so as to temporarily fix the prefabricated toilet.
当墙面单元为全预制结构墙时,该全预制结构墙包括从墙体下边缘伸入墙体内部的连接孔和设置于墙面的灌浆孔,所述连接孔与灌浆孔相互连通并形成有一灌浆通道,所述全预制结构墙的连接孔与相邻楼层结构墙的连接孔对接;所述步骤G具体包括如下步骤: When the wall unit is a fully prefabricated structural wall, the fully prefabricated structural wall includes a connecting hole extending into the wall from the lower edge of the wall and a grouting hole arranged on the wall, the connecting hole and the grouting hole communicate with each other and form a There is a grouting channel, and the connecting hole of the fully prefabricated structural wall is docked with the connecting hole of the structural wall of the adjacent floor; the step G specifically includes the following steps:
在所述全预制结构墙的灌浆通道内插入内部钢筋; inserting internal steel bars into the grouting channel of the fully prefabricated structural wall;
通过所述全预制结构墙的灌浆孔向所述灌浆通道灌入水泥砂浆,使所述全预制结构墙与相邻楼层的结构墙连为一体。 Cement mortar is poured into the grouting channel through the grouting hole of the fully prefabricated structural wall, so that the fully prefabricated structural wall is integrated with the structural wall of the adjacent floor.
当墙面单元为半预制结构墙时,所述半预制结构墙的厚度比建筑物结构墙的整体厚度小,该半预制结构墙的外侧具有凹凸相间的粗糙外表面,所述步骤G具体包括如下步骤: When the wall unit is a semi-prefabricated structural wall, the thickness of the semi-prefabricated structural wall is smaller than the overall thickness of the building structural wall, and the outer side of the semi-prefabricated structural wall has a rough outer surface with alternate convex and concave, and the step G specifically includes Follow the steps below:
在所述半预制结构墙外侧扎制钢筋并使其和下一层结构墙顶部的预制外露钢筋相互搭接固定,以形成外墙钢筋网,然后在所述外墙钢筋网外侧安装现浇模板,向所述现浇模板与半预制结构墙之间的外墙钢筋网内注入符合要求的混凝土以形成现浇结构墙,该现浇结构墙和所述半预制结构墙牢固结合形成完整的结构外墙。 Bind steel bars on the outside of the semi-prefabricated structural wall and make it overlap and fix with the prefabricated exposed steel bars on the top of the next layer of structural wall to form the external wall reinforcement mesh, and then install the cast-in-place formwork on the outside of the external wall reinforcement mesh , injecting qualified concrete into the external wall reinforcement mesh between the cast-in-place template and the semi-prefabricated structural wall to form a cast-in-place structural wall, and the cast-in-place structural wall and the semi-prefabricated structural wall are firmly combined to form a complete structure exterior walls.
同现有技术相比较,本发明具有如下有益技术效果:1)预制卫生间的墙面单元作为建筑物结构墙或建筑物结构墙的一部分,底板单元及天花板单元作为结构楼面板的一部分,由此可以减少预制卫生间墙体对卫生间内空间的挤占,使卫生间室内空间相对开阔;2)卫生间的底板单元边缘上的横向钢筋和位于其外缘的结构楼面板的钢筋相互连接,并往上面浇铸混凝土,可以使所述底板单元和结构楼面板连为一体,从而保证卫生间底部单元质量稳定,结合紧密,不易发生移位。 Compared with the prior art, the present invention has the following beneficial technical effects: 1) The wall unit of the prefabricated toilet is used as a building structural wall or a part of the building structural wall, and the floor unit and the ceiling unit are used as a part of the structural floor panel, thereby It can reduce the occupancy of the prefabricated toilet wall to the internal space of the toilet, so that the indoor space of the toilet is relatively open; 2) The horizontal reinforcement on the edge of the floor unit of the toilet is connected with the reinforcement of the structural floor panel located on its outer edge, and concrete is poured on it , the base plate unit and the structural floor plate can be connected as a whole, thereby ensuring that the quality of the toilet bottom unit is stable, tightly combined, and difficult to shift.
附图说明 Description of drawings
图1是本发明的预制卫生间的整体结构示意图; Fig. 1 is the overall structural representation of the prefabricated toilet of the present invention;
图2是本发明的预制卫生间的建造方法之搭建底部单元和预制卫生间下半部分轮廓的示意图; Fig. 2 is the schematic diagram of building the bottom unit and the outline of the lower part of the prefabricated toilet in the construction method of the prefabricated toilet of the present invention;
图3是本发明的预制卫生间的建造方法之制造墙体内部灌浆通道的示意图; Fig. 3 is the schematic diagram of the grouting passage inside the manufacturing wall of the construction method of the prefabricated toilet of the present invention;
图4是本发明的预制卫生间的建造方法之横向钢筋和竖向钢筋的连接示意图; Fig. 4 is the connection schematic diagram of horizontal steel bar and vertical steel bar of the construction method of prefabricated toilet of the present invention;
图5是本发明的预制卫生间的建造方法之浇铸混凝土、形成底部单元和预制卫生间下半部分的示意图; Fig. 5 is the schematic diagram of casting concrete, forming the bottom unit and the lower part of the prefabricated toilet in the construction method of the prefabricated toilet of the present invention;
图6是本发明的预制卫生间的建造方法之拆卸钢模的示意图; Fig. 6 is the schematic diagram of the demolition steel form of the construction method of prefabricated toilet of the present invention;
图7是本发明的预制卫生间的建造方法之吊运预制卫生间下半部分的示意图; Fig. 7 is a schematic diagram of lifting the lower half of the prefabricated toilet in the construction method of the prefabricated toilet of the present invention;
图8是本发明的预制卫生间的建造方法之搭建预制卫生间上半部分和天花板单元框架的示意图; Fig. 8 is a schematic diagram of building the upper part of the prefabricated toilet and the ceiling unit frame of the construction method of the prefabricated toilet according to the present invention;
图9是本发明的预制卫生间的建造方法之安装上部内侧模的示意图; Fig. 9 is a schematic diagram of the installation of the upper inner mold of the construction method of the prefabricated toilet of the present invention;
图10是本发明的预制卫生间的建造方法之横向加强钢筋和竖向加强钢筋的连接方法示意图; Fig. 10 is a schematic diagram of the connection method of the horizontal reinforcing bars and the vertical reinforcing bars of the construction method of the prefabricated toilet of the present invention;
图11是本发明的预制卫生间的建造方法之安装上部外侧模的示意图; Fig. 11 is the schematic diagram of installing the upper outer mold of the construction method of the prefabricated toilet of the present invention;
图12是本发明的预制卫生间的建造方法之浇铸混凝土、形成预制卫生间上半部分和天花板单元的示意图; Fig. 12 is the schematic diagram of casting concrete, forming the upper half of the prefabricated toilet and the ceiling unit of the construction method of the prefabricated toilet of the present invention;
图13是本发明的预制卫生间的建造方法之拆卸上部内侧和外侧钢模的示意图; Fig. 13 is the schematic diagram of dismounting the upper inner and outer steel molds of the construction method of the prefabricated toilet of the present invention;
图14是本发明的预制卫生间的建造方法之安装蹲厕或坐厕的示意图; Fig. 14 is a schematic diagram of installing a squatting toilet or sitting toilet in the construction method of the prefabricated toilet of the present invention;
图15是本发明的预制卫生间的半预制结构墙的衔接结构示意图; Fig. 15 is a schematic diagram of the connection structure of the semi-prefabricated structural wall of the prefabricated toilet of the present invention;
图16是本发明预制卫生间的半预制结构墙的衔接结构与外露钢筋39的结构及位置示意图; Fig. 16 is a schematic diagram of the structure and position of the connecting structure of the semi-prefabricated structural wall of the prefabricated toilet of the present invention and the exposed steel bar 39;
图17是本发明通过吊架40吊运预制卫生间的示意图; Fig. 17 is a schematic diagram of the present invention lifting the prefabricated toilet by the hanger 40;
图18是本发明的预制卫生间的安装方法之划定安装位置(楼面)、布置支撑块的示意图; Fig. 18 is a schematic diagram of delineating the installation location (floor) and arranging support blocks of the installation method of the prefabricated toilet of the present invention;
图19是本发明的预制卫生间的安装方法之搭建支架的示意图; Fig. 19 is a schematic diagram of the erection bracket of the installation method of the prefabricated toilet of the present invention;
图20是本发明的预制卫生间的安装方法之铺设结构楼面板的示意图; Fig. 20 is a schematic diagram of the laying structure floor panel of the installation method of the prefabricated toilet of the present invention;
图21是本发明的预制卫生间的安装方法之铺倒水泥砂浆至所述结构楼面板上的示意图; Fig. 21 is a schematic diagram of pouring cement mortar onto the structural floor panel of the installation method of the prefabricated toilet of the present invention;
图22是本发明的预制卫生间的安装方法之吊运预制卫生间的示意图; Fig. 22 is a schematic diagram of lifting the prefabricated toilet according to the installation method of the prefabricated toilet of the present invention;
图23是本发明的预制卫生间的安装方法之底部单元横向钢筋18的连接示意图; Figure 23 is a schematic diagram of the connection of the bottom unit transverse reinforcement 18 of the installation method of the prefabricated toilet of the present invention;
图24是本发明的预制卫生间的安装方法之形成底部钢筋网42的示意图; Fig. 24 is the schematic diagram of forming the bottom reinforcing mesh 42 of the installation method of the prefabricated toilet of the present invention;
图25是本发明的预制卫生间的安装方法之浇铸混凝土、使底部单元和结构楼面板结为一体的示意图; Fig. 25 is a schematic diagram of casting concrete and integrating the bottom unit and the structural floor panel in the installation method of the prefabricated toilet of the present invention;
图26是本发明预制卫生间的全预制结构墙的灌浆孔1212的位置关系示意图; Fig. 26 is a schematic diagram of the positional relationship of the grouting hole 1212 of the fully prefabricated structural wall of the prefabricated toilet of the present invention;
图27是本发明的预制卫生间的安装方法之全预制结构墙的连接方法示意图; Fig. 27 is a schematic diagram of the connection method of the prefabricated structural wall of the installation method of the prefabricated toilet of the present invention;
图28是本发明的预制卫生间的安装方法之在半预制结构墙外侧形成外墙钢筋网43的示意图; Fig. 28 is the schematic diagram of the installation method of the prefabricated toilet of the present invention forming the external wall reinforcement mesh 43 on the outside of the semi-prefabricated structural wall;
图29是本发明的预制卫生间的安装方法之搭建现浇模板和现浇外墙钢筋网43的示意图; Fig. 29 is a schematic diagram of building a cast-in-place formwork and a cast-in-place external wall reinforcing mesh 43 in the installation method of the prefabricated toilet of the present invention;
图30是本发明的预制卫生间的安装方法之在半预制结构墙外侧浇铸混凝土形成部分现浇结构外墙的示意图。 Fig. 30 is a schematic diagram of casting concrete on the outside of the semi-prefabricated structural wall to form a part of the cast-in-situ structural outer wall in the installation method of the prefabricated toilet of the present invention.
具体实施方式 Detailed ways
为了使本发明的目的、技术方案及优点更加清楚明白,以下结合附图及实施例,对本发明进行进一步详细说明。应当理解,此处所描述的具体实施例仅仅用以解释本发明,并不用于限定本发明。 In order to make the object, technical solution and advantages of the present invention clearer, the present invention will be further described in detail below in conjunction with the accompanying drawings and embodiments. It should be understood that the specific embodiments described here are only used to explain the present invention, not to limit the present invention.
如图1、图23、图29所示,本发明的预制卫生间包括相互固定连接的底板单元11、四个墙面单元12和天花板单元13,所述底板单元11、四个墙面单元12和天花板单元13由钢筋混凝土建造而成,所述墙面单元12设置有窗口,其内预埋有给排水管道、配线管道和照明控制盒,所述底板单元11安装有蹲厕或坐厕37,所述底板单元11和四个墙面单元12的下部涂覆有防水层。预制卫生间的上述技术特征与现有技术基本相同,本发明预制卫生间有别于现有技术的特别之处在于:所述四个墙面单元12中至少有一个墙面单元作为建筑物结构墙或建筑物结构墙的一部分,墙面单元作为建筑物结构墙时本发明称其为全预制结构墙121(参见图27), 墙面单元作为建筑物结构墙的一部分时本发明称其为半预制结构墙122,半预制结构墙122必须与部分现浇结构墙结合在一起才能构成完整的结构墙(参见图29)。所述全预制结构墙121和半预制结构墙122均设置有与邻接结构墙固定连接的衔接结构。预制卫生间究竟是采用全预制结构墙还是采用半预制结构墙? 以及需要把哪些墙体设置为结构墙?本领域的技术人员完全能够根据建筑物墙体的荷载情况来确定。 As shown in Fig. 1, Fig. 23 and Fig. 29, the prefabricated toilet of the present invention includes a floor unit 11, four wall units 12 and a ceiling unit 13 which are fixedly connected to each other, and the floor unit 11, four wall units 12 and The ceiling unit 13 is made of reinforced concrete, the wall unit 12 is provided with a window, and water supply and drainage pipes, wiring pipes and lighting control boxes are pre-buried in it, and the base unit 11 is installed with a squatting toilet or sitting toilet 37 , the lower parts of the base unit 11 and the four wall units 12 are coated with a waterproof layer. The above-mentioned technical features of the prefabricated toilet are basically the same as the prior art, and the prefabricated toilet of the present invention is different from the prior art in that at least one of the four wall units 12 is used as a building structural wall or A part of the structural wall of the building, when the wall unit is used as the structural wall of the building, the present invention calls it a fully prefabricated structural wall 121 (see Figure 27), and when the wall unit is used as a part of the structural wall of the building, the present invention calls it semi-prefabricated The structural wall 122, the semi-prefabricated structural wall 122 must be combined with part of the cast-in-place structural wall to form a complete structural wall (see Figure 29). Both the fully prefabricated structural wall 121 and the semi-prefabricated structural wall 122 are provided with a connecting structure fixedly connected to the adjacent structural wall. Does the prefabricated bathroom use fully prefabricated structural walls or semi-prefabricated structural walls? And which walls need to be set as structural walls? Those skilled in the art can fully determine it according to the load situation of the building wall.
所述底板单元11和天花板单元13中至少有一个单元作为结构楼面板的一部分,本发明的实施例把卫生间的底板单元11作为结构楼面板的一部分。所述底板单元11至少有一条边的边缘设有横向钢筋18(参见图23),所述横向钢筋水平向外延伸一段长度并与邻接结构楼面板的钢筋互相搭接固定。也就是说,本发明实施例通过将卫生间的底板单元11边缘上的横向钢筋18和位于其外缘的结构楼面板的钢筋相互连接,并往上面浇铸混凝土,可以使所述底板单元11和结构楼面板连为一体,从而保证卫生间底部单元11质量稳定,结合紧密,不易发生移位。 At least one of the base unit 11 and the ceiling unit 13 is used as a part of the structural floor. In the embodiment of the present invention, the base unit 11 of the toilet is used as a part of the structural floor. At least one edge of the floor unit 11 is provided with a transverse reinforcement 18 (refer to FIG. 23 ). The transverse reinforcement extends horizontally for a certain length and overlaps and fixes with the reinforcement of the adjacent structural floor slab. That is to say, the embodiment of the present invention connects the transverse steel bar 18 on the edge of the bottom plate unit 11 of the toilet with the steel bar of the structural floor panel located at its outer edge, and pours concrete on it, so that the bottom plate unit 11 and the structure The floor panels are connected as a whole, thereby ensuring that the quality of the bottom unit 11 of the bathroom is stable, tightly combined, and difficult to shift.
如图27所示,所述全预制结构墙121的衔接结构包括从墙体下边缘伸入墙体内部的连接孔1211和设置于墙面的灌浆孔1212,所述连接孔1211与灌浆孔1212相互连通并形成有一灌浆通道1214。所述连接孔1211与相邻楼层的结构墙的连接孔对接,所述灌浆通道1214及所述对接的连接孔内插有内部钢筋38,通过所述灌浆孔1212向所述灌浆通道1214及所述对接的连接孔灌满水泥砂浆,所述全预制结构墙121与相邻楼层的结构墙连为一体。 As shown in Figure 27, the connecting structure of the full prefabricated structural wall 121 includes a connecting hole 1211 extending into the interior of the wall from the lower edge of the wall and a grouting hole 1212 arranged on the wall, the connecting hole 1211 and the grouting hole 1212 communicate with each other and form a grouting channel 1214 . The connecting hole 1211 is docked with the connecting hole of the structural wall of the adjacent floor, the internal steel bar 38 is inserted in the grouting channel 1214 and the butted connecting hole, and the grouting channel 1214 and the grouting channel 1214 are connected to the grouting channel 1212 through the grouting hole 1212. The butt connecting holes are filled with cement mortar, and the fully prefabricated structural wall 121 is integrated with the structural walls of adjacent floors.
如图15所示,所述半预制结构墙122的外侧具有凹凸相间的粗糙外表面,其厚度比建筑物结构墙的整体厚度小;所述凹凸相间的粗糙外表面作为所述半预制结构墙122的衔接结构,与位于其外侧面的现浇结构墙连成一体构成完整的结构墙。如图16、图29及图30所示,所述半预制结构墙122和位于其外侧面的现浇结构墙连成一体构成完整的结构墙,所述现浇结构墙内含有外墙钢筋网43,该外墙钢筋网43与下一层的建筑物结构墙的外露钢筋39相连接。 As shown in Figure 15, the outer side of described semi-prefabricated structural wall 122 has the rough outer surface with alternating concave and convex, and its thickness is smaller than the overall thickness of building structural wall; 122 connecting structure is integrated with the cast-in-place structural wall located on its outer side to form a complete structural wall. As shown in Figure 16, Figure 29 and Figure 30, the semi-prefabricated structural wall 122 and the cast-in-place structural wall located on its outer side are integrated to form a complete structural wall, and the cast-in-place structural wall contains external wall reinforcement mesh 43, the outer wall reinforcement mesh 43 is connected with the exposed reinforcement bars 39 of the building structure wall on the next floor.
如图4和图12所示,所述底板单元11和天花板单元13的上表面分别设置有方便吊装的第一钢吊钩141和第二吊钩142,所述第二吊钩暗藏于所述底板单元11和天花板单元13的墙体内部,并与所述横向钢筋18固定连接。 As shown in Fig. 4 and Fig. 12, the upper surfaces of the floor unit 11 and the ceiling unit 13 are respectively provided with a first steel hook 141 and a second hook 142 which are convenient for hoisting, and the second hook is hidden in the The bottom plate unit 11 and the wall of the ceiling unit 13 are inside, and are fixedly connected with the transverse steel bar 18 .
下面以采用全预制结构墙为例说明本发明预制卫生间的建造方法,该建造方法如图2至图16所示,包括以下步骤: The construction method of the prefabricated toilet of the present invention is illustrated below by taking the use of a fully prefabricated structural wall as an example. The construction method is shown in Figures 2 to 16 and includes the following steps:
1)通过底部钢模16和直立钢模17搭建预制卫生间的底部单元11和四个墙面单元12的下面部分(图2); 1) Build the bottom unit 11 and the lower part of the four wall units 12 of the prefabricated toilet by the bottom steel form 16 and the upright steel form 17 (Fig. 2);
2)在其中一个直立钢模17内放置一个抵触底部钢模16的空腔管31,用于制造从墙体下边缘伸入墙体内部的灌浆通道1214(图3); 2) Place a cavity pipe 31 that interferes with the bottom steel mold 16 in one of the vertical steel molds 17, for making a grouting channel 1214 extending from the lower edge of the wall into the interior of the wall (Fig. 3);
3)将横向钢筋18和竖向钢筋19扎牢并分别固定在所述底部钢模16和直立钢模17内,然后将第一钢吊钩141、给排水管道15分别预埋在所述底部钢模16和所述直立钢模17内,同时使所述第一钢吊钩14与所述横向钢筋18牢固连接,如图4所示; 3) Fasten the horizontal steel bar 18 and the vertical steel bar 19 and fix them in the bottom steel mold 16 and the vertical steel mold 17 respectively, and then pre-embed the first steel hook 141 and the water supply and drainage pipe 15 in the bottom Steel mold 16 and described upright steel mold 17, make described first steel suspension hook 14 be firmly connected with described transverse reinforcing bar 18 simultaneously, as shown in Figure 4;
4) 将符合要求的混凝土倒入所述底部钢模16和直立钢模17围成的内部空间,如图5所示; 4) Pour concrete that meets the requirements into the inner space surrounded by the bottom steel mold 16 and the upright steel mold 17, as shown in Figure 5;
5)待混凝土达到一定强度后拆除所述直立钢模17和空腔管31,从而形成预制卫生间的底部单元11和预制卫生间下半部分51(图6); 5) After the concrete reaches a certain strength, remove the vertical steel mold 17 and the cavity pipe 31, thereby forming the bottom unit 11 of the prefabricated toilet and the lower part 51 of the prefabricated toilet (Fig. 6);
6) 将以上步骤建造完成的底部单元11和预制卫生间下半部分51吊运到另一工地,进行预制卫生间上半部分52和天花板单元13的建造,如图7所示;当然也可以在同一工地进行预制卫生间上半部分52和天花板单元13的建造,因此步骤6)为非必要步骤; 6) Lift the bottom unit 11 and the lower part 51 of the prefabricated toilet completed in the above steps to another construction site, and carry out the construction of the upper part 52 of the prefabricated toilet and the ceiling unit 13, as shown in Figure 7; The construction site carries out the construction of the upper part 52 of the prefabricated bathroom and the ceiling unit 13, so step 6) is an unnecessary step;
7) 将形成墙面单元上部和天花板单元13轮廓的结构钢筋32与所述预制卫生间下半部分51顶部的竖向外露钢筋对接,形成完整的四个墙面单元12和天花板单元13的框架,如图8所示; 7) Connect the structural steel bar 32 forming the outline of the upper part of the wall unit and the ceiling unit 13 with the vertically exposed steel bar at the top of the lower part 51 of the prefabricated toilet to form a complete frame of the four wall units 12 and the ceiling unit 13, As shown in Figure 8;
8)在所述四个墙面单元12和天花板单元13的框架内侧布置上部内侧铝模20(图9);所述上部内侧模20可以是铝模板,钢模板或木模板; 8) Arrange an upper inner aluminum formwork 20 ( FIG. 9 ) on the inner side of the frame of the four wall units 12 and ceiling unit 13; the upper inner formwork 20 can be an aluminum formwork, a steel formwork or a wood formwork;
9) 在所述上部内侧铝模20的外边缘扎编横向加强钢筋21和竖向加强钢筋22,所述横向加强钢筋21和竖向加强钢筋22分别与所述结构钢筋32相互连接形成钢筋网,如图10所示; 9) Bind and weave the transverse reinforcing bars 21 and vertical reinforcing bars 22 on the outer edge of the upper inner aluminum mold 20, the transverse reinforcing bars 21 and the vertical reinforcing bars 22 are respectively connected with the structural reinforcing bars 32 to form a reinforcing mesh , as shown in Figure 10;
10)在所述四个墙面单元12和天花板单元13的框架外侧布置上部外侧模23(可以是铝模板、钢模板或木模板),通过调节杠杆35使所述第二固定钢模23保存竖直,并使所述钢筋网被牢固夹紧在所述上部内侧铝模21和上部外侧模23之间,如图11所示; 10) Arrange the upper outer formwork 23 (which can be aluminum formwork, steel formwork or wood formwork) on the outside of the frame of the four wall units 12 and the ceiling unit 13, and keep the second fixed steel formwork 23 by adjusting the lever 35 vertical, and make the steel mesh firmly clamped between the upper inner aluminum mold 21 and the upper outer mold 23, as shown in Figure 11;
11) 将冷水管道33、热水管道34和照明控制盒36安装在所述四个墙面单元12框架上的适当位置,将第二钢吊钩142预埋在所述上部内侧铝模20的外边缘与所述结构钢筋32相互连接,然后将符合要求的混凝土倒入所述第一固定钢模20和第二固定钢模23围成的内部空间(图12); 11) Install the cold water pipe 33, the hot water pipe 34 and the lighting control box 36 at appropriate positions on the frame of the four wall units 12, and pre-embed the second steel hook 142 in the upper inner aluminum mold 20 The outer edge is connected with the structural steel bar 32, and then the concrete meeting the requirements is poured into the inner space surrounded by the first fixed steel mold 20 and the second fixed steel mold 23 (Fig. 12);
12) 待混凝土达到一定强度后拆除所述上部内侧铝模20和上部外侧模23,从而完成预制卫生间上半部分52的建造,如图13所示; 12) After the concrete reaches a certain strength, remove the upper inner aluminum mold 20 and the upper outer mold 23, thereby completing the construction of the upper part 52 of the prefabricated bathroom, as shown in Figure 13;
13) 在所述底部单元11和四个墙面单元12低于某一预设高度部分涂覆防水漆形成防水层,然后安装蹲厕或坐厕37并贴瓷砖41,如图14所示。 13) Apply waterproof paint to the bottom unit 11 and four wall units 12 below a predetermined height to form a waterproof layer, then install a squatting toilet or sitting toilet 37 and paste tiles 41, as shown in Figure 14.
通过以上步骤可以建造完成本发明的预制卫生间,得到的四个墙面单元均为全预制结构墙。而半预制结构墙的建造方法和全预制结构墙基本类似,不同之处在于建造半预制结构墙时不需要设置、拆除空腔管31,即不需要建造灌浆通道1214,只需采用专用模具将半预制结构墙的墙面单元制造成凹凸相间的粗糙面即可(如图15)。 Through the above steps, the prefabricated toilet of the present invention can be completed, and the obtained four wall units are all prefabricated structural walls. The construction method of the semi-prefabricated structural wall is basically similar to that of the fully prefabricated structural wall. The difference is that the cavity pipe 31 does not need to be installed or removed during the construction of the semi-prefabricated structural wall, that is, the grouting channel 1214 does not need to be constructed. The wall unit of the semi-prefabricated structural wall can be made into a rough surface with alternating concavities and convexities (as shown in Figure 15).
本发明实施例为了使建造完成的预制卫生间便于吊运,在预制卫生间的天花板单元13上设置第二钢吊钩142,该第二钢吊钩142与所述结构钢筋32相互连接,从而通过一个吊架40卡扣住所述第二钢吊钩142(如图17),预制卫生间便可被吊运到指定地点进行安装。另外,本发明还可以在所述四个墙面单元12中的一个墙面单元外表面设置两个用于在安装预制卫生间时暂时连接相邻楼层的墙面单元的临时固定螺母24,待预制卫生间和下一层建筑物结构墙紧密连接之后可以拆除该临时固定螺母24及其锁定结构。 In the embodiment of the present invention, in order to facilitate the lifting and transportation of the completed prefabricated toilet, a second steel hook 142 is provided on the ceiling unit 13 of the prefabricated toilet. The hanger 40 buckles the second steel hook 142 (as shown in FIG. 17 ), and the prefabricated toilet can be hoisted to a designated location for installation. In addition, the present invention can also set two temporary fixing nuts 24 on the outer surface of one of the four wall units 12 for temporarily connecting the wall units on the adjacent floors when installing the prefabricated toilet. This temporary fixing nut 24 and its locking structure can be removed after the toilet and the building structure wall of the next floor are tightly connected.
下面介绍本发明的预制卫生间的安装方法,所述安装方法如图18至图25所示,包括以下步骤: The installation method of the prefabricated toilet of the present invention is introduced below, and the installation method is shown in Figure 18 to Figure 25, including the following steps:
1) 划定一个用于安装摆放预制卫生间的楼面25,整平并清理干净所述楼面25(图18); 1) Designate a floor 25 for installing and placing prefabricated toilets, level and clean the floor 25 (Fig. 18);
2) 在所述楼面25上布置经过水平校正的垫层或支撑块28 (图19); 2) Arrange a horizontally corrected cushion or support block 28 on the floor 25 (Fig. 19);
3) 搭建一个支架29,并在所述支架29上铺设一个与所述楼面25邻接的结构楼面板26,如图20所示; 3) Build a support 29, and lay a structural floor panel 26 adjacent to the floor 25 on the support 29, as shown in Figure 20;
4)如图21所示,在所述楼面25上铺一层水泥砂浆27; 4) As shown in Figure 21, lay a layer of cement mortar 27 on the floor 25;
5) 通过一个吊架40吊运所述预制卫生间,使其平铺在所述水泥砂浆27上,与所述水泥砂浆27紧密贴合,如图22所示; 5) Hoist the prefabricated toilet by a hanger 40, make it flat on the cement mortar 27, and fit closely with the cement mortar 27, as shown in Figure 22;
6) 通过临时固定螺母24和固定架30将所述预制卫生间和相邻楼层锁在一起,如图23和24所示; 6) Lock the prefabricated toilet and the adjacent floor together through the temporary fixing nut 24 and the fixing frame 30, as shown in Figures 23 and 24;
7)请再次参考图23和24,从所述预制卫生间底板单元11延伸的横向钢筋18出发,在所述结构楼面板26上搭建底部钢筋网42,使其和所述横向钢筋18紧密连接; 7) Please refer to Figures 23 and 24 again, starting from the horizontal reinforcement 18 extending from the prefabricated bathroom floor unit 11, build a bottom reinforcement mesh 42 on the structural floor panel 26 to closely connect with the horizontal reinforcement 18;
8) 在所述底部钢筋网42上浇铸符合要求的混凝土,从而所述预制卫生间的底板单元11和所述结构楼面板26牢固结合为一体,如图25所示。 8) Cast concrete that meets the requirements on the bottom steel mesh 42, so that the floor unit 11 of the prefabricated toilet and the structural floor panel 26 are firmly integrated, as shown in FIG. 25 .
以上步骤实现了本发明的预制卫生间的底板单元11的安装和固定,下面分别以全预制结构墙121和半预制结构墙122为例,介绍本发明的预制卫生间的墙面单元的安装方法。 The above steps have realized the installation and fixing of the floor unit 11 of the prefabricated toilet of the present invention. Taking the fully prefabricated structural wall 121 and the semi-prefabricated structural wall 122 as examples below, the installation method of the wall unit of the prefabricated toilet of the present invention is introduced.
当墙面单元为全预制结构墙121时,安装方法为:在全预制结构墙121的灌浆通道1214内插入内部钢筋38,通过所述全预制结构墙121的灌浆孔1212(如图26和图27)向所述灌浆通道1214灌入水泥砂浆,使所述全预制结构墙121与相邻楼层的结构墙连为一体。 When the wall unit is a fully prefabricated structural wall 121, the installation method is: insert the internal steel bar 38 in the grouting channel 1214 of the fully prefabricated structural wall 121, and pass through the grouting hole 1212 of the fully prefabricated structural wall 121 (as shown in Figure 26 and Fig. 27) Pour cement mortar into the grouting channel 1214, so that the fully prefabricated structural wall 121 is integrated with the structural wall of the adjacent floor.
当墙面单元为半预制结构墙122时,安装方法如图28至图30 所示: When the wall unit is a semi-prefabricated structural wall 122, the installation method is shown in Figure 28 to Figure 30:
如图28,从所述半预制结构墙122下一层的建筑物结构墙顶部的外露钢筋39出发,向上在所述半预制结构墙122外侧搭接钢筋并使其和外露钢筋39相互搭接固定,以形成外墙钢筋网43; As shown in Figure 28, starting from the exposed steel bar 39 on the top of the building structural wall on the next floor of the semi-prefabricated structural wall 122, the steel bar is overlapped on the outside of the semi-prefabricated structural wall 122 and overlapped with the exposed steel bar 39 Fix to form the outer wall reinforcement mesh 43;
在所述外墙钢筋网43的外侧安装现浇板1223,如图29所示; Install the cast-in-place plate 1223 on the outside of the external wall steel mesh 43, as shown in Figure 29;
向被夹持固定的外墙钢筋网43内注入符合要求的混凝土以形成现浇结构墙,该现浇结构墙和所述半预制结构墙122牢固结合最终形成完整的结构外墙,如图30所示; Inject qualified concrete into the clamped and fixed outer wall reinforcement mesh 43 to form a cast-in-place structural wall, and the cast-in-place structural wall and the semi-prefabricated structural wall 122 are firmly combined to form a complete structural outer wall, as shown in Figure 30 shown;
最后,在形成所述完整的结构外墙之后,需要拆除起暂时夹持固定作用的现浇模板1223,并拆除所述临时固定螺母24和固定架30。 Finally, after the complete structural exterior wall is formed, the cast-in-place formwork 1223 serving as a temporary clamping and fixing function needs to be dismantled, and the temporary fixing nut 24 and the fixing frame 30 need to be dismantled.
以上所述仅为本发明的优选实施例而已,并不用于限制本发明,对于本领域的技术人员来说,本发明可以有各种更改和变化。凡在本发明的精神和原则之内所作的任何修改、等同替换、改进等,均应包含在本发明的保护范围之内。 The above descriptions are only preferred embodiments of the present invention, and are not intended to limit the present invention. For those skilled in the art, the present invention may have various modifications and changes. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present invention shall be included within the protection scope of the present invention.
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| CN201210291425.3A CN102777032B (en) | 2011-03-17 | 2011-03-17 | Installation method of prefabricated toilet |
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| CN102777032B true CN102777032B (en) | 2015-04-15 |
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| CN108798084B (en) * | 2018-09-03 | 2023-11-24 | 湖南建工集团有限公司 | A common bearing plug-in bathroom structural system |
| CN109441151A (en) * | 2018-12-19 | 2019-03-08 | 有利华建材(惠州)有限公司 | Prefabricated toilet and its construction and installation method |
| CN110644815B (en) * | 2019-09-16 | 2021-10-29 | 佛山建装建筑科技有限公司 | Integral bathroom of precast concrete and hoist and mount apparatus thereof |
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| CN102777032A (en) | 2012-11-14 |
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