CN208088439U - Integral prefabricated caisson of toilet and caisson of toilet construction - Google Patents

Integral prefabricated caisson of toilet and caisson of toilet construction Download PDF

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CN208088439U
CN208088439U CN201820440895.4U CN201820440895U CN208088439U CN 208088439 U CN208088439 U CN 208088439U CN 201820440895 U CN201820440895 U CN 201820440895U CN 208088439 U CN208088439 U CN 208088439U
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node
caisson
pipe
toilet
floor
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范炳礼
万雄斌
曾红川
叶蓓
邱俊琛
梁冰
丁蕾
刘烽锋
郑海虹
陈发东
邓吉晨
林兰
朱桂滨
林英鹏
颜欣然
严小龙
岑嘉莹
张蔓
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Guangdong Construction And Design Institute Co Ltd
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Guangdong Construction And Design Institute Co Ltd
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Abstract

本实用新型公开了一种整体预制卫生间沉箱和卫生间沉箱构造,应用于装配式建筑,将地漏和节点管道预埋在沉箱槽体的节点部中,使得它们成为一个整体预制的整体,以适于工业化、批量化生产,能够减少施工工序和误差,且其防水工序能在工厂一次性完成,杜绝了因现场施工的防水工序不合格而造成渗漏的问题;在卫生间沉箱构造中,仅需将梁现浇部分和楼板现浇部分的混凝土一次浇筑成型,使得该整体预制卫生间沉箱与楼板/结构梁之间不存在水平施工缝,避免了现有技术中卫生间内的水通过水平施工缝向外渗漏的问题;节点管道能方便的与卫生间中的管道进行连接,取代了现有技术中预留孔洞的管道安装方式,使管道安装施工更为方便、快捷、可靠。

The utility model discloses an integrally prefabricated toilet caisson and a toilet caisson structure, which are applied to prefabricated buildings, and floor drains and node pipes are pre-buried in the node parts of the caisson tank, so that they become an integrally prefabricated whole, suitable for Industrialization and batch production can reduce construction procedures and errors, and its waterproofing process can be completed in the factory at one time, eliminating the problem of leakage caused by unqualified waterproofing process of on-site construction; in the bathroom caisson structure, only need to put The concrete of the cast-in-place beam part and the cast-in-place part of the floor slab is poured and formed at one time, so that there is no horizontal construction joint between the overall prefabricated bathroom caisson and the floor/structural beam, and the water in the bathroom in the prior art is avoided through the horizontal construction joint. The problem of leakage; the node pipeline can be easily connected with the pipeline in the toilet, replacing the pipeline installation method with reserved holes in the prior art, making pipeline installation and construction more convenient, fast and reliable.

Description

整体预制卫生间沉箱和卫生间沉箱构造Integral prefabricated toilet caisson and toilet caisson structure

技术领域technical field

本实用新型涉及一种整体预制卫生间沉箱和卫生间沉箱构造,其应用于装配式建筑中,属于建筑工程排水领域。The utility model relates to an integral prefabricated toilet caisson and a toilet caisson structure, which is applied in an assembled building and belongs to the field of construction engineering drainage.

背景技术Background technique

在传统的建筑做法中,卫生间的管道安装和渗漏一直是困扰施工和住户比较重要的问题。通常施工方法为:用木盒钉制→现场测量预埋→混凝土浇筑→拆模后的木盒拆除→设置套管→主管安装→套管与混凝土结构层之间吊模→混凝土砂浆补洞结构层的1/2→拆除吊模的铁丝和吊模的模具→铁丝全部剪短到混凝土内→浇筑最后一层混凝土→交于土建做防水→做渗水试验。如果还有渗漏,剔除原来的混凝土重新补洞。此传统方法比较复杂、施工程序多、渗漏合格率较低。而且目前住宅楼排水管施工多采用PVC管,材质的热胀冷缩比较大,容易形成后期渗漏、泛水的现状。严重影响住户的居住使用质量。In traditional construction practices, toilet plumbing installation and leakage have always been the most important problems that plague construction and residents. The usual construction methods are: nailing with wooden boxes → on-site measurement and pre-embedding → concrete pouring → removal of wooden boxes after formwork removal → setting casing → installation of main pipe → hanging formwork between casing and concrete structure layer → concrete mortar hole filling structure 1/2 of the layer → remove the iron wire of the hanging formwork and the mold of the hanging formwork → cut all the iron wires into the concrete → pour the last layer of concrete → hand it over to the civil engineering for waterproofing → do a water seepage test. If there is still leakage, remove the original concrete and fill the hole again. This traditional method is more complicated, has many construction procedures, and has a low leakage pass rate. Moreover, at present, PVC pipes are mostly used in the construction of drainage pipes in residential buildings. The material expands with heat and contracts with cold, which is easy to cause leakage and flooding in the later stage. Seriously affect the living quality of residents.

实用新型内容Utility model content

本实用新型所要解决的技术问题是:提供一种整体预制卫生间沉箱和卫生间沉箱构造,其应用于装配式建筑中。The technical problem to be solved by the utility model is: to provide an integral prefabricated toilet caisson and toilet caisson structure, which is applied in prefabricated buildings.

解决上述技术问题,本实用新型所采用的技术方案如下:To solve the problems of the technologies described above, the technical solution adopted in the utility model is as follows:

一种整体预制卫生间沉箱,设有由钢筋混凝土制成的沉箱槽体,其特征在于:所述沉箱槽体设有位于其凹槽内的节点部,该节点部与所述沉箱槽体的底板和侧板均相贴,且所述沉箱槽体及其节点部的混凝土一次浇筑成型,所述沉箱槽体的每一块侧板均向外伸出有多根预留钢筋头,每一根所述预留钢筋头均由所述沉箱槽体的箍筋笼延伸而出,并且,所述沉箱槽体的内壁涂覆有防水涂料层;所述的整体预制卫生间沉箱还设有地漏和节点管道,该地漏和节点管道均埋设在所述节点部中,所述地漏在所述节点部的侧面露出,所述节点管道包含废水节点管、通气节点管和污水节点管;所述废水节点管由废水节点主管、废水预留支管和地漏支管构成,所述废水节点主管的上端口和下端口分别从所述节点部的顶面和所述底板的底面伸出,所述废水预留支管的内端口连通所述废水节点主管、外端口从所述节点部的侧面伸出,所述地漏支管的两个端口分别连通所述地漏和废水节点主管;所述通气节点管的上端口和下端口分别从所述节点部的顶面和所述底板的底面伸出,所述污水节点管由污水节点主管和污水预留支管构成,所述污水节点主管的上端口和下端口分别从所述节点部的顶面和所述底板的底面伸出,所述污水预留支管的内端口连通所述污水节点主管、外端口从所述节点部的侧面伸出。An integral prefabricated toilet caisson, provided with a caisson tank body made of reinforced concrete, characterized in that: the caisson tank body is provided with a node portion located in its groove, and the node portion is connected to the bottom plate of the caisson tank body and the side plates are all in contact with each other, and the concrete of the caisson tank body and its node parts is poured at one time. The reserved steel bar heads are all extended from the stirrup cage of the caisson tank body, and the inner wall of the caisson tank body is coated with a waterproof paint layer; the integral prefabricated bathroom caisson is also provided with floor drains and node pipes , the floor drain and the node pipeline are all buried in the node portion, the floor drain is exposed on the side of the node portion, and the node pipeline includes a waste water node pipe, an aeration node pipe and a sewage node pipe; the waste water node pipe consists of The waste water node main pipe, the waste water reserved branch pipe and the floor drain branch pipe are composed of the upper port and the lower port of the waste water node main pipe protruding from the top surface of the node part and the bottom surface of the bottom plate respectively, and the inner part of the waste water reserved branch pipe The port is connected to the main pipe of the waste water node, and the outer port protrudes from the side of the node part, and the two ports of the floor drain branch pipe are respectively connected to the main pipe of the waste water node; the upper port and the lower port of the ventilation node pipe are respectively Protruding from the top surface of the node part and the bottom surface of the bottom plate, the sewage node pipe is composed of a sewage node main pipe and a sewage reserved branch pipe, and the upper port and the lower port of the sewage node main pipe are connected from the node part respectively The top surface of and the bottom surface of the bottom plate protrude, the inner port of the sewage reserved branch pipe communicates with the sewage node main pipe, and the outer port protrudes from the side of the node part.

作为本实用新型的优选实施方式:所述的整体预制卫生间沉箱还设有管道钢丝网;在所述沉箱槽体及其节点部的混凝土浇筑前,所述管道钢丝网将所述节点管道包裹在内,使得所述管道钢丝网埋设在所述节点部中。As a preferred embodiment of the present utility model: the integral prefabricated toilet caisson is also provided with pipeline steel wire mesh; before the concrete pouring of the caisson tank body and its node portion, the pipeline steel mesh wraps the node pipeline in inside, so that the pipeline steel wire mesh is embedded in the node portion.

作为本实用新型的优选实施方式:在所述沉箱槽体及其节点部的混凝土浇筑前,所述废水节点主管、通气节点管和污水节点主管均安装有一个靠近其上端口设置的止水翼环和一个靠近其下端口设置的止水翼环,所述废水预留支管和污水预留支管均安装有一个靠近其外端口设置的橡胶止水环,所述地漏支管安装有一个靠近所述地漏设置的橡胶止水环,并且,所述止水翼环和橡胶止水环均埋于所述沉箱槽体的混凝土中。As a preferred embodiment of the present utility model: before the concrete pouring of the caisson tank body and its node portion, the wastewater node main pipe, ventilation node pipe and sewage node main pipe are all equipped with a water-stop wing arranged near the upper port ring and a water stop ring near its lower port, the waste water reserved branch pipe and the sewage reserved branch pipe are equipped with a rubber water stop ring near its outer port, and the floor drain branch pipe is installed with a The floor drain is provided with a rubber waterstop ring, and both the waterstop ring and the rubber waterstop ring are buried in the concrete of the caisson tank body.

作为本实用新型的优选实施方式:所述废水节点主管的下端口和所述污水节点主管的下端口上均安装有阻火圈。As a preferred embodiment of the present utility model: the lower port of the main pipe of the wastewater node and the lower port of the main pipe of the sewage node are both equipped with a fire arresting ring.

作为本实用新型的优选实施方式:所述沉箱槽体的底板具有坡度在1%以上、坡向朝向所述地漏的坡面。As a preferred embodiment of the present utility model: the bottom plate of the caisson tank has a slope with a slope of more than 1%, and the slope faces the floor drain.

作为本实用新型的优选实施方式:所述的整体预制卫生间沉箱还设有地漏钢丝网,所述地漏钢丝网部分锚入所述节点部的混凝土中进行固定,且所述地漏钢丝网将所述地漏包围在内部。As a preferred embodiment of the present utility model: the integral prefabricated bathroom caisson is also provided with a floor drain steel wire mesh, and the floor drain steel wire mesh is partly anchored into the concrete at the node portion for fixing, and the floor drain steel wire mesh The floor drain surrounds the interior.

作为本实用新型的优选实施方式:所述废水预留支管的外端口和所述污水预留支管的外端口所在位置的高度均高于所述地漏所在位置的高度。As a preferred embodiment of the present utility model: the height of the outer port of the waste water reserved branch pipe and the outer port of the sewage reserved branch pipe is higher than the height of the floor drain.

作为本实用新型的优选实施方式:所述沉箱槽体的高度等于所述整体预制卫生间沉箱所在楼层的结构梁和楼板的高度之和。As a preferred embodiment of the present utility model: the height of the caisson tank body is equal to the sum of the heights of the structural beams and floor slabs on the floor where the integral prefabricated toilet caisson is located.

一种卫生间沉箱构造,包括本楼层的结构梁、楼板、卫生间沉箱、卫生间废水管、卫生间污水管、回填层和防水填料层,其中,所述结构梁为由梁预制部分和梁现浇部分组成的叠合梁,所述楼板为由楼板预制部分和楼板现浇部分组成的叠合楼板,且所述梁现浇部分和楼板现浇部分的混凝土一次浇筑成型,其特征在于:所述的卫生间沉箱为上述整体预制卫生间沉箱,在所述梁现浇部分和楼板现浇部分浇筑前,所述整体预制卫生间沉箱的每一根预留钢筋头与相应方向上的楼板现浇部分的预留分布筋搭接焊接,使得所述整体预制卫生间沉箱的各根预留钢筋头锚入所述梁现浇部分和楼板现浇部分的混凝土中,并且,所述整体预制卫生间沉箱的侧板外壁与所述梁现浇部分和楼板现浇部分相紧贴,所述整体预制卫生间沉箱的侧板顶面与所述楼板现浇部分的顶面相平齐;所述回填层和防水填料层依次从下至上铺设在所述整体预制卫生间沉箱的凹槽内,且所述防水填料层的顶面低于所述沉箱槽体的顶面;所述卫生间废水管和卫生间污水管均埋在所述回填层和防水填料层中,且所述卫生间废水管的上端口和所述卫生间污水管的上端口均从所述防水填料层向上伸出,所述卫生间废水管的下端口连接所述废水预留支管的外端口,所述卫生间污水管的下端口连接所述污水预留支管的外端口;所述废水节点主管的上端口和下端口分别用于连接本楼层的废水立管和下一楼层的废水立管,所述通气节点管的上端口和下端口分别用于连接本楼层的通气立管和下一楼层的通气立管,所述污水节点主管的上端口和下端口分别用于连接本楼层的污水立管和下一楼层的污水立管。A toilet caisson structure, including structural beams of the floor, floor slabs, toilet caissons, toilet waste water pipes, toilet sewage pipes, backfill layers and waterproof filler layers, wherein the structural beams are composed of beam prefabricated parts and beam cast-in-place parts The composite beam, the floor is a composite floor composed of the prefabricated part of the floor and the cast-in-place part of the floor, and the concrete of the cast-in-place part of the beam and the cast-in-place part of the floor is formed by one-time pouring, and it is characterized in that: the toilet The caisson is the above-mentioned integral prefabricated toilet caisson. Before the beam cast-in-place part and the floor slab cast-in-place part are poured, each reserved steel bar head of the integral prefabricated toilet caisson and the reserved distribution of the floor cast-in-place part in the corresponding direction The ribs are lapped and welded, so that the reserved steel bar heads of the overall prefabricated toilet caisson are anchored into the concrete of the beam cast-in-place part and the floor slab cast-in-place part, and the side plate outer wall of the integral prefabricated toilet caisson and the The cast-in-place part of the beam is closely attached to the cast-in-place part of the floor, and the top surface of the side plate of the integral prefabricated toilet caisson is flush with the top surface of the cast-in-place part of the floor; the backfill layer and waterproof filler layer are sequentially arranged from bottom to top It is laid in the groove of the overall prefabricated toilet caisson, and the top surface of the waterproof filler layer is lower than the top surface of the caisson tank body; the toilet sewage pipe and the toilet sewage pipe are buried in the backfill layer and In the waterproof packing layer, and the upper port of the toilet waste water pipe and the upper port of the toilet sewage pipe both protrude upward from the waterproof packing layer, and the lower port of the toilet waste water pipe is connected to the waste water reserved branch pipe. The outer port, the lower port of the bathroom sewage pipe is connected to the outer port of the reserved sewage pipe; the upper port and the lower port of the waste water node supervisor are respectively used to connect the waste water riser of this floor and the waste water riser of the next floor The upper port and the lower port of the ventilation node pipe are respectively used to connect the ventilation riser of the floor and the ventilation riser of the next floor, and the upper port and the lower port of the sewage node are respectively used to connect the ventilation riser of the floor. Sewage riser and sewage riser on the next floor.

与现有技术相比,本实用新型具有以下有益效果:Compared with the prior art, the utility model has the following beneficial effects:

第一,本实用新型的整体预制卫生间沉箱,将地漏和节点管道预埋在沉箱槽体的节点部中,使得它们成为一个整体预制的整体,具有以下效果:一、该整体预制卫生间沉箱适于工业化、批量化生产,能够减少施工工序和误差,保证卫生间沉箱的质量,并且,该整体预制卫生间沉箱的防水工序能够在工厂进行预制时一次性完成,杜绝了现有技术中因现场施工的防水工序不合格而造成渗漏的问题;二、该整体预制卫生间沉箱应用于卫生间沉箱构造中,仅需将梁现浇部分和楼板现浇部分的混凝土一次浇筑成型,使得该整体预制卫生间沉箱与楼板/结构梁之间不存在水平施工缝,避免了现有技术中卫生间内的水通过水平施工缝向外渗漏的问题;三、该整体预制卫生间沉箱应用于卫生间沉箱构造中,节点管道能够方便的分别与卫生间废水管、卫生间污水管以及本楼层和下一楼层的废水立管、通气立管、污水立管进行连接,取代了现有技术中预留孔洞的管道安装方式,使得管道安装施工更为方便、快捷、可靠。First, the overall prefabricated toilet caisson of the present utility model pre-buries the floor drain and node pipes in the node portion of the caisson tank body, so that they become an integral prefabricated whole, which has the following effects: 1. The integral prefabricated toilet caisson is suitable for Industrialization and batch production can reduce construction procedures and errors, and ensure the quality of the bathroom caisson. Moreover, the waterproofing process of the overall prefabricated bathroom caisson can be completed at one time during prefabrication in the factory, eliminating the waterproofing caused by on-site construction in the prior art. The problem of leakage caused by unqualified process; 2. The overall prefabricated toilet caisson is applied in the structure of the toilet caisson, and only the concrete of the beam cast-in-place part and the floor slab cast-in-place part needs to be poured at one time, so that the integral prefabricated toilet caisson and the floor slab There is no horizontal construction joint between the structural beams, which avoids the problem that the water in the toilet leaks outward through the horizontal construction joint in the prior art; 3. The integral prefabricated toilet caisson is used in the toilet caisson structure, and the node pipeline can be convenient They are respectively connected with the toilet waste water pipe, the toilet sewage pipe, and the waste water riser, ventilation riser, and sewage riser on this floor and the next floor, replacing the pipeline installation method with reserved holes in the prior art, making the pipeline installation and construction More convenient, fast and reliable.

第二,本实用新型的卫生间沉箱构造,设置有三道防水,包括:第一道防水为涂覆在沉箱槽体内壁的防水涂料层,其形成沉箱槽体的凹槽的整体防水;第二道防水为安装在节点管道上的止水翼环和橡胶止水环,其防止水汽通过节点管道与混凝土之间的缝隙沿管道壁往下渗漏,使得凹槽内的二次积水仅通过地漏排走;第三道防水为由防水填料层的顶面低于沉箱槽体的顶面所形成的防水边结构,起到阻挡卫生间地面的水向外流出的作用;因此,本实用新型的卫生间沉箱构造具有防水密封性能好的优点。Second, the toilet caisson structure of the present utility model is provided with three waterproofing, including: the first waterproofing is the waterproof paint layer coated on the inner wall of the caisson tank, which forms the overall waterproofing of the groove of the caisson tank; the second waterproofing The waterproof is the water stop ring and the rubber water stop ring installed on the node pipe, which prevents water vapor from leaking down the pipe wall through the gap between the node pipe and the concrete, so that the secondary water in the groove can only pass through the floor drain Drain away; the third waterproofing is the waterproof edge structure formed by the top surface of the waterproof packing layer lower than the top surface of the caisson tank body, which plays the role of blocking the water on the toilet floor from flowing out; therefore, the toilet of the present utility model The caisson structure has the advantage of good waterproof and sealing performance.

第三,本实用新型的卫生间沉箱构造的施工方法,具有施工方便、快捷的优点。Third, the construction method of the toilet caisson structure of the utility model has the advantages of convenient and fast construction.

附图说明Description of drawings

下面结合附图和具体实施例对本实用新型作进一步的详细说明:Below in conjunction with accompanying drawing and specific embodiment the utility model is described in further detail:

图1为本实用新型的整体预制卫生间沉箱的平面结构示意图;Fig. 1 is the plane structure schematic diagram of the overall prefabricated toilet caisson of the present utility model;

图2为本实用新型的卫生间沉箱构造在节点部位置的平面放大结构示意图;Fig. 2 is the plane enlarged structural schematic diagram of the toilet caisson structure of the utility model at the node position;

图3为图2的A-A剖视图;Fig. 3 is A-A sectional view of Fig. 2;

图4为图2的B-B剖视图。Fig. 4 is a B-B sectional view of Fig. 2 .

具体实施方式Detailed ways

如图1至图4所示,本实用新型公开的是一种整体预制卫生间沉箱,设有由钢筋混凝土制成的沉箱槽体1,其发明构思为:沉箱槽体1设有位于其凹槽1a内的节点部101,该节点部101与沉箱槽体1的底板102和侧板103均相贴,该节点部101一般位于两块侧板103形成的角部位置,但也可按需要仅与一块侧板103相贴,且沉箱槽体1及其节点部101的混凝土一次浇筑成型,沉箱槽体1的每一块侧板103均向外伸出有多根预留钢筋头104,每一根预留钢筋头104均由沉箱槽体1的箍筋笼延伸而出,并且,沉箱槽体1的内壁(包含节点部101的侧面和顶面)涂覆有防水涂料层12;整体预制卫生间沉箱还设有地漏2和节点管道,该地漏2和节点管道均埋设在节点部101中,地漏2在节点部101的侧面露出,节点管道包含废水节点管3、通气节点管4和污水节点管5;废水节点管3由废水节点主管301、废水预留支管302和地漏支管303构成,废水节点主管301的上端口3011和下端口3012分别从节点部101的顶面和底板102的底面伸出,废水预留支管302的内端口连通废水节点主管301、外端口从节点部101的侧面伸出,地漏支管303的两个端口分别连通地漏2和废水节点主管301;通气节点管4的上端口和下端口分别从节点部101的顶面和底板102的底面伸出,污水节点管5由污水节点主管501和污水预留支管502构成,污水节点主管501的上端口5011和下端口5012分别从节点部101的顶面和底板102的底面伸出,污水预留支管502的内端口连通污水节点主管501、外端口从节点部101的侧面伸出,其中,前述废水节点主管301的上端口3011和下端口3012、废水预留支管302的外端口、通气节点管4的上端口和下端口、污水节点主管501的上端口5011和下端口5012、污水预留支管502的外端口,它们的伸出长度一般优选为200mm,以方便后期安装管道。As shown in Figures 1 to 4, the utility model discloses an integral prefabricated toilet caisson, which is provided with a caisson tank 1 made of reinforced concrete. The node part 101 in 1a, the node part 101 is in contact with the bottom plate 102 and the side plate 103 of the caisson tank body 1, and the node part 101 is generally located at the corner formed by the two side plates 103, but it can also be only Adhere to a side plate 103, and the concrete of the caisson tank body 1 and its node part 101 is poured and formed at one time, and each side plate 103 of the caisson tank body 1 protrudes outwards with a plurality of reserved steel bar heads 104, each The reserved steel bar heads 104 are all extended from the stirrup cage of the caisson tank 1, and the inner wall of the caisson tank 1 (including the side and top surface of the node part 101) is coated with a waterproof paint layer 12; the overall prefabricated toilet The caisson is also provided with a floor drain 2 and a node pipeline, the floor drain 2 and the node pipeline are all buried in the node part 101, the floor drain 2 is exposed on the side of the node part 101, and the node pipeline includes a waste water node pipe 3, a ventilation node pipe 4 and a sewage node pipe 5. The waste water node pipe 3 is composed of a waste water node main pipe 301, a waste water reserved branch pipe 302 and a floor drain branch pipe 303. The upper port 3011 and the lower port 3012 of the waste water joint main pipe 301 protrude from the top surface of the node part 101 and the bottom surface of the bottom plate 102 respectively. , the inner port of the waste water reserve branch pipe 302 is connected to the waste water node supervisor 301, and the outer port stretches out from the side of the node part 101, and the two ports of the floor drain branch pipe 303 are respectively connected to the floor drain 2 and the waste water node supervisor 301; the upper port of the ventilation node pipe 4 and the lower port stretch out from the top surface of the node part 101 and the bottom surface of the bottom plate 102 respectively. The sewage node pipe 5 is composed of the sewage node main pipe 501 and the sewage reserved branch pipe 502. The top surface of the node portion 101 and the bottom surface of the bottom plate 102 protrude, the inner port of the sewage reserved branch pipe 502 is connected to the sewage node main pipe 501, and the outer port protrudes from the side of the node portion 101, wherein the upper port 3011 of the aforementioned waste water node main pipe 301 and the lower port 3012, the outer port of the waste water reserved branch pipe 302, the upper port and the lower port of the ventilation node pipe 4, the upper port 5011 and the lower port 5012 of the sewage node main pipe 501, the outer port of the sewage reserved branch pipe 502, their extension The outgoing length is generally preferably 200mm to facilitate the later installation of the pipeline.

如图1至图4所示,本实用新型还公开了一种卫生间沉箱构造,包括本楼层的结构梁6、楼板7、卫生间沉箱、卫生间废水管8、卫生间污水管9、回填层10和防水填料层11,其中,结构梁6为由梁预制部分601和梁现浇部分602组成的叠合梁,楼板7为由楼板预制部分701和楼板现浇部分702组成的叠合楼板,且梁现浇部分602和楼板现浇部分702的混凝土一次浇筑成型。As shown in Figures 1 to 4, the utility model also discloses a toilet caisson structure, including structural beams 6, floor slabs 7, toilet caissons, toilet waste water pipes 8, toilet sewage pipes 9, backfill layers 10 and waterproof Packing layer 11, wherein the structural beam 6 is a laminated beam composed of a beam prefabricated part 601 and a beam cast-in-place part 602, the floor 7 is a laminated floor composed of a floor prefabricated part 701 and a floor cast-in-place part 702, and the beam is now The concrete of the pouring part 602 and the cast-in-place part 702 of the floor slab is poured and formed at one time.

本实用新型的卫生间沉箱构造的发明构思为:卫生间沉箱构造中的卫生间沉箱为上述整体预制卫生间沉箱,在梁现浇部分602和楼板现浇部分702浇筑前,整体预制卫生间沉箱的每一根预留钢筋头104与相应方向上的楼板现浇部分702的预留分布筋7021搭接焊接,使得整体预制卫生间沉箱的各根预留钢筋头104锚入梁现浇部分602和楼板现浇部分702的混凝土中,并且,整体预制卫生间沉箱的侧板103外壁与梁现浇部分602和楼板现浇部分702相紧贴,整体预制卫生间沉箱的侧板103顶面与楼板现浇部分702的顶面相平齐;回填层10和防水填料层11依次从下至上铺设在整体预制卫生间沉箱的凹槽1a内,且防水填料层11的顶面低于沉箱槽体1的顶面,优选低20mm,以起到防水作用;卫生间废水管8和卫生间污水管9均埋在回填层10和防水填料层11中,且卫生间废水管8的上端口和卫生间污水管9的上端口均从防水填料层11向上伸出,卫生间废水管8的下端口连接废水预留支管302的外端口,卫生间污水管9的下端口连接污水预留支管502的外端口;废水节点主管301的上端口3011和下端口3012分别用于连接本楼层的废水立管1301和下一楼层的废水立管1302,通气节点管4的上端口和下端口分别用于连接本楼层的通气立管和下一楼层的通气立管,污水节点主管501的上端口5011和下端口5012分别用于连接本楼层的污水立管1401和下一楼层的污水立管1402。The inventive idea of the toilet caisson structure of the present utility model is: the toilet caisson in the toilet caisson structure is the above-mentioned integral prefabricated toilet caisson, before the beam cast-in-place part 602 and the floor slab cast-in-place part 702 are poured, each prefabricated toilet caisson of the whole prefabricated toilet The reserved steel bar heads 104 are overlapped and welded with the reserved distribution ribs 7021 of the floor cast-in-place part 702 in the corresponding direction, so that each reserved steel bar head 104 of the overall prefabricated toilet caisson is anchored into the beam cast-in-place part 602 and the floor plate cast-in-place part 702 In addition, the outer wall of the side plate 103 of the integrally prefabricated bathroom caisson is closely attached to the beam cast-in-place part 602 and the floor plate cast-in-place portion 702, and the top surface of the side plate 103 of the integrally prefabricated toilet caisson is in contact with the top surface of the floor plate cast-in-place portion 702 Level; backfill layer 10 and waterproof packing layer 11 are laid in the groove 1a of integral prefabricated toilet caisson successively from bottom to top, and the top surface of waterproof packing layer 11 is lower than the top surface of caisson tank body 1, preferably low 20mm, with play a waterproof role; the toilet waste water pipe 8 and the toilet sewage pipe 9 are all buried in the backfill layer 10 and the waterproof packing layer 11, and the upper port of the toilet waste water pipe 8 and the upper port of the toilet sewage pipe 9 are all upward from the waterproof packing layer 11 Stretch out, the lower port of bathroom waste water pipe 8 connects the outer port of waste water reserved branch pipe 302, the lower port of toilet sewage pipe 9 connects the outer port of sewage reserved branch pipe 502; Used to connect the waste water riser 1301 of this floor and the waste water riser 1302 of the next floor, the upper port and the lower port of the ventilation node pipe 4 are respectively used to connect the ventilation riser of this floor and the ventilation riser of the next floor, sewage The upper port 5011 and the lower port 5012 of the node supervisor 501 are respectively used to connect the sewage riser 1401 on this floor and the sewage riser 1402 on the next floor.

本实用新型还公开了上述卫生间沉箱构造的施工方法,包括:The utility model also discloses a construction method of the above toilet caisson structure, including:

步骤一、在工厂,制备结构梁6的梁预制部分601、楼板7的楼板预制部分701和上述整体预制卫生间沉箱;Step 1. In the factory, prepare the beam prefabricated part 601 of the structural beam 6, the floor slab prefabricated part 701 of the floor slab 7 and the above-mentioned overall prefabricated toilet caisson;

步骤二、在施工现场,将本楼层的梁预制部分601、楼板预制部分701和整体预制卫生间沉箱布置到位,并且,将整体预制卫生间沉箱的每一根预留钢筋头104与相应方向上的楼板现浇部分702的预留分布筋7021搭接焊接;Step 2. At the construction site, arrange the beam prefabricated part 601, the floor slab prefabricated part 701 and the overall prefabricated bathroom caisson in place, and arrange each reserved steel bar head 104 of the overall prefabricated bathroom caisson with the floor slab in the corresponding direction The reserved distribution ribs 7021 of the cast-in-place part 702 are overlapped and welded;

步骤三、将结构梁6的梁现浇部分602和楼板7的楼板现浇部分702的混凝土一次浇筑成型,以形成结构梁6和楼板7,使得:整体预制卫生间沉箱的各根预留钢筋头104锚入梁现浇部分602和楼板现浇部分702的混凝土中,并且,整体预制卫生间沉箱的侧板103外壁与梁现浇部分602和楼板现浇部分702相紧贴,整体预制卫生间沉箱的侧板103顶面与楼板现浇部分702的顶面相平齐;Step 3: The concrete of the beam cast-in-place part 602 of the structural beam 6 and the floor slab cast-in-place part 702 of the floor slab 7 is poured and formed at one time, so as to form the structural beam 6 and the floor slab 7, so that each root of the whole prefabricated bathroom caisson is reserved for steel bars 104 is anchored into the concrete of the beam cast-in-place part 602 and the floor slab cast-in-place part 702, and the outer wall of the side plate 103 of the overall prefabricated bathroom caisson is closely attached to the beam cast-in-place part 602 and the floor slab cast-in-place part 702, and the overall prefabricated bathroom caisson The top surface of the side plate 103 is flush with the top surface of the floor slab cast-in-place part 702;

步骤四、根据卫生间安装相关管道洁具的布局,将卫生间废水管8和卫生间污水管9均置于整体预制卫生间沉箱的凹槽1a内,并且,将卫生间废水管8的下端口连接废水预留支管302的外端口,将卫生间污水管9的下端口连接污水预留支管502的外端口;Step 4. According to the layout of the toilet installation related plumbing and sanitary ware, place the toilet waste water pipe 8 and the toilet waste water pipe 9 in the groove 1a of the overall prefabricated toilet caisson, and connect the lower port of the toilet waste water pipe 8 to the waste water reserved branch pipe The outer port of 302, the lower port of bathroom sewage pipe 9 is connected with the outer port of sewage reserve branch pipe 502;

步骤五、在整体预制卫生间沉箱的凹槽1a内依次从下至上铺设回填层10和防水填料层11,使得卫生间废水管8和卫生间污水管9均埋在回填层10和防水填料层11中,其中,回填层10可以采用块状砂石也可以采用陶粒回填,且卫生间废水管8的上端口和卫生间污水管9的上端口均从防水填料层11向上伸出,并且,防水填料层11的顶面低于沉箱槽体1的顶面,优选低20mm,以起到防水作用;Step 5: Lay backfill layer 10 and waterproof packing layer 11 sequentially from bottom to top in the groove 1a of the overall prefabricated toilet caisson, so that toilet waste water pipe 8 and toilet sewage pipe 9 are all buried in backfill layer 10 and waterproof packing layer 11, Wherein, the backfill layer 10 can be backfilled with massive sandstone or ceramsite, and the upper port of the toilet waste water pipe 8 and the upper port of the toilet sewage pipe 9 all protrude upward from the waterproof packing layer 11, and the waterproof packing layer 11 The top surface is lower than the top surface of the caisson tank body 1, preferably 20mm lower, to play a waterproof role;

步骤六、废水节点主管301的上端口3011和下端口3012分别用于连接本楼层的废水立管1301和下一楼层的废水立管1302,通气节点管4的上端口和下端口分别用于连接本楼层的通气立管和下一楼层的通气立管,污水节点主管501的上端口5011和下端口5012分别用于连接本楼层的污水立管1401和下一楼层的污水立管1402,其中,同一楼层的废水立管1301与通气立管通过一个H管件连通,同一楼层的污水立管1402与通气立管通过另一个H管件连通。Step 6. The upper port 3011 and the lower port 3012 of the waste water node supervisor 301 are respectively used to connect the waste water standpipe 1301 of this floor and the waste water standpipe 1302 of the next floor, and the upper port and the lower port of the ventilation node pipe 4 are respectively used to connect The ventilation riser of this floor and the ventilation riser of the next floor, the upper port 5011 and the lower port 5012 of the sewage node supervisor 501 are respectively used to connect the sewage riser 1401 of this floor and the sewage riser 1402 of the next floor, wherein, The waste water riser 1301 on the same floor communicates with the ventilation riser through an H pipe, and the sewage riser 1402 on the same floor communicates with the ventilation riser through another H pipe.

在上述发明构思的基础上,本实用新型采用以下优选的结构:On the basis of above-mentioned inventive conception, the utility model adopts following preferred structure:

作为本实用新型的优选实施方式:整体预制卫生间沉箱还设有管道钢丝网15;在沉箱槽体1及其节点部101的混凝土浇筑前,管道钢丝网15将节点管道包裹在内,使得管道钢丝网15埋设在节点部101中,以加固节点部101,防止节点部101的混凝土开裂。As a preferred embodiment of the present utility model: the overall prefabricated bathroom caisson is also provided with a pipeline steel wire mesh 15; before the concrete pouring of the caisson tank body 1 and its node portion 101, the pipeline steel wire mesh 15 wraps the node pipeline in, so that the pipeline steel wire The mesh 15 is buried in the node portion 101 to reinforce the node portion 101 and prevent the concrete of the node portion 101 from cracking.

作为本实用新型的优选实施方式:在沉箱槽体1及其节点部101的混凝土浇筑前,废水节点主管301、通气节点管4和污水节点主管501均安装有一个靠近其上端口设置的止水翼环16和一个靠近其下端口设置的止水翼环16,废水预留支管302和污水预留支管502均安装有一个靠近其外端口设置的橡胶止水环17,地漏支管303安装有一个靠近地漏2设置的橡胶止水环17,并且,止水翼环16和橡胶止水环17均埋于沉箱槽体1的混凝土中;从而,提高了整体预制卫生间沉箱的防水密封性能,防止水汽通过节点管道与混凝土之间的缝隙沿管道壁往下渗漏。As a preferred embodiment of the present utility model: before the concrete pouring of the caisson tank body 1 and its node portion 101, the waste water node supervisor 301, the ventilation node pipe 4 and the sewage node supervisor 501 are all equipped with a water stop near its upper port. The wing ring 16 and a water-stop wing ring 16 arranged near its lower port, the waste water reserved branch pipe 302 and the sewage reserved branch pipe 502 are equipped with a rubber water-stop ring 17 arranged near its outer port, and the floor drain branch pipe 303 is equipped with a The rubber water-stop ring 17 arranged near the floor drain 2, and the water-stop ring 16 and the rubber water-stop ring 17 are all buried in the concrete of the caisson tank body 1; thus, the waterproof sealing performance of the overall prefabricated toilet caisson is improved, preventing water vapor Seepage down the pipe wall through the gap between the joint pipe and the concrete.

作为本实用新型的优选实施方式:废水节点主管301的下端口3012和污水节点主管501的下端口5012上均安装有阻火圈18,以增强耐火等级,该阻火圈18可以在工厂进行整体预制卫生间沉箱预制时安装也可以在施工现场进行上述步骤六前安装。As a preferred embodiment of the present utility model: the lower port 3012 of the wastewater node supervisor 301 and the lower port 5012 of the sewage node supervisor 501 are equipped with a fire arresting ring 18 to enhance the fire resistance rating, and the fire arresting ring 18 can be integrated in the factory The prefabricated toilet caisson can also be installed before the above step six at the construction site during prefabrication.

作为本实用新型的优选实施方式:沉箱槽体1的底板102具有坡度在1%以上、坡向朝向地漏2的坡面。As a preferred embodiment of the present invention: the bottom plate 102 of the caisson tank 1 has a slope with a slope of more than 1%, and the slope faces the floor drain 2 .

作为本实用新型的优选实施方式:整体预制卫生间沉箱还设有地漏钢丝网19,地漏钢丝网19部分锚入节点部101的混凝土中进行固定,且地漏钢丝网19将地漏2包围在内部,以避免回填层10的块状砂石或陶粒阻塞地漏2。As a preferred embodiment of the present utility model: the overall prefabricated toilet caisson is also provided with a floor drain steel wire mesh 19, and the floor drain steel wire mesh 19 is partly anchored into the concrete of the node portion 101 for fixing, and the floor drain steel wire mesh 19 surrounds the floor drain 2 inside, so as to Prevent the blocky sandstone or ceramsite of the backfill layer 10 from blocking the floor drain 2 .

另外,地漏2优选采用磁力密封装置地漏。In addition, the floor drain 2 preferably adopts a floor drain of a magnetic force sealing device.

作为本实用新型的优选实施方式:地漏2贴近沉箱槽体1的底板102,以便于地漏2对整体预制卫生间沉箱凹槽1a中的二次积水进行排水;废水预留支管302的外端口和污水预留支管502的外端口所在位置的高度均高于地漏2所在位置的高度,使得整体预制卫生间沉箱凹槽1a中的二次积水能够仅通过地漏2排走,避免“在橡胶止水环17老化失效的情况下,二次积水会沿废水预留支管302和污水预留支管502的管道壁往下渗漏”该情况的发生。As a preferred embodiment of the present utility model: the floor drain 2 is close to the bottom plate 102 of the caisson tank body 1, so that the floor drain 2 drains the secondary accumulated water in the overall prefabricated toilet caisson groove 1a; the waste water reserves the outer port of the branch pipe 302 and The height of the outer port of the sewage reserved branch pipe 502 is higher than that of the floor drain 2, so that the secondary accumulated water in the caisson groove 1a of the integral prefabricated bathroom can be drained only through the floor drain 2, avoiding "in the rubber water stop". When the ring 17 is aging and fails, the secondary accumulated water will seep downward along the pipe walls of the waste water reserved branch pipe 302 and the sewage reserved branch pipe 502.” This situation occurs.

上述废水节点管3和污水节点管5均优选由多根钢塑复合管件连接组成,其中,废水节点管3的废水节点主管301由一个45°斜三通管件、一个90°直角三通管件和若干根直管管件连接组成,45°斜三通管件用于将废水预留支管302从废水节点主管301分出,90°直角三通管件用于将地漏支管303从废水节点主管301分出;污水节点管5的污水节点主管501由一个45°斜三通管件和若干根直管管件连接组成,45°斜三通管件用于将污水预留支管502从污水节点主管501分出。The above wastewater node pipe 3 and sewage node pipe 5 are preferably connected by multiple steel-plastic composite pipe fittings, wherein the wastewater node main pipe 301 of the wastewater node pipe 3 consists of a 45 ° oblique tee pipe fitting, a 90 ° right angle tee pipe fitting and Several straight pipe fittings are connected, the 45° oblique tee pipe fitting is used to separate the waste water reserved branch pipe 302 from the waste water node supervisor 301, and the 90° right angle tee pipe fitting is used to separate the floor drain branch pipe 303 from the waste water node supervisor 301; The sewage node supervisor 501 of the sewage node pipe 5 is composed of a 45° oblique tee fitting connected with several straight pipe fittings.

作为本实用新型的优选实施方式:沉箱槽体1的高度优选等于整体预制卫生间沉箱所在楼层的结构梁6和楼板7的高度之和,使得沉箱槽体1的底面与结构梁6的底面相平齐,以避免沉箱凸出,影响建筑的使用空间和美观。As a preferred embodiment of the present utility model: the height of the caisson tank body 1 is preferably equal to the sum of the heights of the structural beam 6 and the height of the floor 7 on the floor where the whole prefabricated toilet caisson is located, so that the bottom surface of the caisson tank body 1 is level with the bottom surface of the structural beam 6 To avoid caisson protruding, affecting the usable space and aesthetics of the building.

本实用新型不局限于上述具体实施方式,根据上述内容,按照本领域的普通技术知识和惯用手段,在不脱离本实用新型上述基本技术思想前提下,本实用新型还可以做出其它多种形式的等效修改、替换或变更,均落在本实用新型的保护范围之中。The utility model is not limited to the above-mentioned specific embodiments. According to the above content, according to the common technical knowledge and conventional means in this field, without departing from the above-mentioned basic technical idea of the utility model, the utility model can also be made into other various forms. The equivalent modifications, replacements or alterations all fall within the protection scope of the present utility model.

Claims (8)

1.一种整体预制卫生间沉箱,设有由钢筋混凝土制成的沉箱槽体(1),其特征在于:所述沉箱槽体(1)设有位于其凹槽(1a)内的节点部(101),该节点部(101)与所述沉箱槽体(1)的底板(102)和侧板(103)均相贴,且所述沉箱槽体(1)及其节点部(101)的混凝土一次浇筑成型,所述沉箱槽体(1)的每一块侧板(103)均向外伸出有多根预留钢筋头(104),每一根所述预留钢筋头(104)均由所述沉箱槽体(1)的箍筋笼延伸而出,并且,所述沉箱槽体(1)的内壁涂覆有防水涂料层(12);所述的整体预制卫生间沉箱还设有地漏(2)和节点管道,该地漏(2)和节点管道均埋设在所述节点部(101)中,所述地漏(2)在所述节点部(101)的侧面露出,所述节点管道包含废水节点管(3)、通气节点管(4)和污水节点管(5);所述废水节点管(3)由废水节点主管(301)、废水预留支管(302)和地漏支管(303)构成,所述废水节点主管(301)的上端口(3011)和下端口(3012)分别从所述节点部(101)的顶面和所述底板(102)的底面伸出,所述废水预留支管(302)的内端口连通所述废水节点主管(301)、外端口从所述节点部(101)的侧面伸出,所述地漏支管(303)的两个端口分别连通所述地漏(2)和废水节点主管(301);所述通气节点管(4)的上端口和下端口分别从所述节点部(101)的顶面和所述底板(102)的底面伸出,所述污水节点管(5)由污水节点主管(501)和污水预留支管(502)构成,所述污水节点主管(501)的上端口(5011)和下端口(5012)分别从所述节点部(101)的顶面和所述底板(102)的底面伸出,所述污水预留支管(502)的内端口连通所述污水节点主管(501)、外端口从所述节点部(101)的侧面伸出。1. a kind of integral prefabricated toilet caisson, is provided with the caisson tank body (1) that is made by reinforced concrete, it is characterized in that: described caisson tank body (1) is provided with the node portion (1) that is positioned at its groove (1a) 101), the node portion (101) is in contact with the bottom plate (102) and the side plate (103) of the caisson tank (1), and the caisson tank body (1) and its node portion (101) Concrete is poured and formed at one time, and each side plate (103) of the caisson tank (1) protrudes outwards with a plurality of reserved steel bar heads (104), and each of the reserved steel bar heads (104) is Extended from the stirrup cage of the caisson tank (1), and the inner wall of the caisson tank (1) is coated with a waterproof paint layer (12); the integral prefabricated toilet caisson is also provided with a floor drain (2) and node pipeline, the floor drain (2) and the node pipeline are all buried in the node part (101), the floor drain (2) is exposed on the side of the node part (101), and the node pipeline includes Waste water node pipe (3), ventilation node pipe (4) and sewage node pipe (5); said waste water node pipe (3) is composed of waste water node supervisor (301), waste water reserved branch pipe (302) and floor drain branch pipe (303) The upper port (3011) and the lower port (3012) of the wastewater node main pipe (301) protrude from the top surface of the node part (101) and the bottom surface of the bottom plate (102) respectively, and the wastewater pre- The inner port of the remaining branch pipe (302) communicates with the wastewater node main pipe (301), the outer port protrudes from the side of the node part (101), and the two ports of the floor drain branch pipe (303) communicate with the floor drain ( 2) and waste water node main pipe (301); the upper port and the lower port of the ventilation node pipe (4) protrude from the top surface of the node part (101) and the bottom surface of the bottom plate (102) respectively, the The sewage node pipe (5) is composed of a sewage node supervisor (501) and a sewage reserved branch pipe (502). 101) and the bottom surface of the bottom plate (102), the inner port of the sewage reserved branch pipe (502) is connected to the main pipe of the sewage node (501), and the outer port is connected to the main pipe of the sewage node (101). The side sticks out. 2.根据权利要求1所述的整体预制卫生间沉箱,其特征在于:所述的整体预制卫生间沉箱还设有管道钢丝网(15);在所述沉箱槽体(1)及其节点部(101)的混凝土浇筑前,所述管道钢丝网(15)将所述节点管道包裹在内,使得所述管道钢丝网(15)埋设在所述节点部(101)中。2. The integral prefabricated toilet caisson according to claim 1, characterized in that: the integral prefabricated toilet caisson is also provided with pipeline steel wire mesh (15); ) before concrete pouring, the pipeline steel wire mesh (15) wraps the node pipeline, so that the pipeline steel wire mesh (15) is embedded in the node part (101). 3.根据权利要求1所述的整体预制卫生间沉箱,其特征在于:在所述沉箱槽体(1)及其节点部(101)的混凝土浇筑前,所述废水节点主管(301)、通气节点管(4)和污水节点主管(501)均安装有一个靠近其上端口设置的止水翼环(16)和一个靠近其下端口设置的止水翼环(16),所述废水预留支管(302)和污水预留支管(502)均安装有一个靠近其外端口设置的橡胶止水环(17),所述地漏支管(303)安装有一个靠近所述地漏(2)设置的橡胶止水环(17),并且,所述止水翼环(16)和橡胶止水环(17)均埋于所述沉箱槽体(1)的混凝土中。3. The integral prefabricated toilet caisson according to claim 1, characterized in that: before the concrete pouring of the caisson body (1) and its node portion (101), the waste water node supervisor (301), ventilation node Both the pipe (4) and the main pipe of the sewage node (501) are equipped with a hydrostop ring (16) arranged near its upper port and a hydrostop ring (16) arranged near its lower port. (302) and the sewage reserved branch pipe (502) are equipped with a rubber water stop ring (17) arranged near its outer port, and the floor drain branch pipe (303) is equipped with a rubber stop ring (17) arranged near the floor drain (2) The water ring (17), and the water stop ring (16) and the rubber water stop ring (17) are all buried in the concrete of the caisson tank (1). 4.根据权利要求1所述的整体预制卫生间沉箱,其特征在于:所述废水节点主管(301)的下端口(3012)和所述污水节点主管(501)的下端口(5012)上均安装有阻火圈(18)。4. The integral prefabricated toilet caisson according to claim 1, characterized in that: the lower port (3012) of the wastewater node supervisor (301) and the lower port (5012) of the sewage node supervisor (501) are installed Fire arresting ring (18) is arranged. 5.根据权利要求1至4任意一项所述的整体预制卫生间沉箱,其特征在于:所述的整体预制卫生间沉箱还设有地漏钢丝网(19),所述地漏钢丝网(19)部分锚入所述节点部(101)的混凝土中进行固定,且所述地漏钢丝网(19)将所述地漏(2)包围在内部。5. The integral prefabricated toilet caisson according to any one of claims 1 to 4, characterized in that: the integral prefabricated toilet caisson is also provided with a floor drain steel wire mesh (19), and the floor drain steel wire mesh (19) is partially anchored into the concrete of the node portion (101) for fixing, and the floor drain wire mesh (19) surrounds the floor drain (2) inside. 6.根据权利要求1至4任意一项所述的整体预制卫生间沉箱,其特征在于:所述废水预留支管(302)的外端口和所述污水预留支管(502)的外端口所在位置的高度均高于所述地漏(2)所在位置的高度。6. The integral prefabricated toilet caisson according to any one of claims 1 to 4, characterized in that: the positions of the outer port of the waste water reserved branch pipe (302) and the outer port of the sewage reserved branch pipe (502) are located The heights are all higher than the height of the position where the floor drain (2) is located. 7.根据权利要求1至4任意一项所述的整体预制卫生间沉箱,其特征在于:所述沉箱槽体(1)的高度等于所述整体预制卫生间沉箱所在楼层的结构梁(6)和楼板(7)的高度之和。7. The integral prefabricated toilet caisson according to any one of claims 1 to 4, characterized in that: the height of the caisson tank body (1) is equal to the structural beam (6) and floor slab of the floor where the integral prefabricated toilet caisson is located The sum of the heights of (7). 8.一种卫生间沉箱构造,包括本楼层的结构梁(6)、楼板(7)、卫生间沉箱、卫生间废水管(8)、卫生间污水管(9)、回填层(10)和防水填料层(11),其中,所述结构梁(6)为由梁预制部分(601)和梁现浇部分(602)组成的叠合梁,所述楼板(7)为由楼板预制部分(701)和楼板现浇部分(702)组成的叠合楼板,且所述梁现浇部分(602)和楼板现浇部分(702)的混凝土一次浇筑成型,其特征在于:所述的卫生间沉箱为权利要求1至7任意一项所述的整体预制卫生间沉箱,在所述梁现浇部分(602)和楼板现浇部分(702)浇筑前,所述整体预制卫生间沉箱的每一根预留钢筋头(104)与相应方向上的楼板现浇部分(702)的预留分布筋(7021)搭接焊接,使得所述整体预制卫生间沉箱的各根预留钢筋头(104)锚入所述梁现浇部分(602)和楼板现浇部分(702)的混凝土中,并且,所述整体预制卫生间沉箱的侧板(103)外壁与所述梁现浇部分(602)和楼板现浇部分(702)相紧贴,所述整体预制卫生间沉箱的侧板(103)顶面与所述楼板现浇部分(702)的顶面相平齐;所述回填层(10)和防水填料层(11)依次从下至上铺设在所述整体预制卫生间沉箱的凹槽(1a)内,且所述防水填料层(11)的顶面低于所述沉箱槽体(1)的顶面;所述卫生间废水管(8)和卫生间污水管(9)均埋在所述回填层(10)和防水填料层(11)中,且所述卫生间废水管(8)的上端口和所述卫生间污水管(9)的上端口均从所述防水填料层(11)向上伸出,所述卫生间废水管(8)的下端口连接所述废水预留支管(302)的外端口,所述卫生间污水管(9)的下端口连接所述污水预留支管(502)的外端口;所述废水节点主管(301)的上端口(3011)和下端口(3012)分别用于连接本楼层的废水立管(1301)和下一楼层的废水立管(1302),所述通气节点管(4)的上端口和下端口分别用于连接本楼层的通气立管和下一楼层的通气立管,所述污水节点主管(501)的上端口(5011)和下端口(5012)分别用于连接本楼层的污水立管(1401)和下一楼层的污水立管(1402)。8. A toilet caisson structure, comprising structural beam (6), floor slab (7), toilet caisson, toilet waste water pipe (8), toilet sewage pipe (9), backfill layer (10) and waterproof packing layer ( 11), wherein, the structural beam (6) is a composite beam composed of a beam prefabricated part (601) and a beam cast-in-place part (602), and the floor (7) is composed of a floor prefabricated part (701) and a floor A laminated floor slab composed of cast-in-place parts (702), and the concrete of the cast-in-place beam part (602) and the cast-in-place part of the floor slab (702) is casted at one time, and it is characterized in that: the toilet caisson is one of claims 1 to 2. 7. For the overall prefabricated toilet caisson described in any item, before the beam cast-in-place part (602) and the floor slab cast-in-place part (702) are poured, each reserved steel bar head (104) of the integral prefabricated toilet caisson Weld with the reserved distribution ribs (7021) of the floor slab cast-in-place part (702) in the corresponding direction, so that each reserved steel bar head (104) of the overall prefabricated bathroom caisson is anchored into the beam cast-in-place part ( 602) and the concrete of the cast-in-place part of the floor slab (702), and the outer wall of the side plate (103) of the integral prefabricated toilet caisson is closely attached to the cast-in-place part of the beam (602) and the cast-in-place part of the floor slab (702) , the top surface of the side plate (103) of the overall prefabricated toilet caisson is flush with the top surface of the floor slab cast-in-place part (702); the backfill layer (10) and waterproof filler layer (11) are laid sequentially from bottom to top In the groove (1a) of the integral prefabricated toilet caisson, and the top surface of the waterproof packing layer (11) is lower than the top surface of the caisson tank body (1); the toilet waste water pipe (8) and The toilet sewage pipe (9) is all buried in the backfill layer (10) and the waterproof filler layer (11), and the upper port of the toilet sewage pipe (8) and the upper port of the toilet sewage pipe (9) are both Protrude upward from the waterproof filler layer (11), the lower port of the toilet waste water pipe (8) is connected to the outer port of the waste water reserved branch pipe (302), and the lower port of the toilet sewage pipe (9) is connected to The outer port of the sewage reserved branch pipe (502); the upper port (3011) and the lower port (3012) of the waste water node supervisor (301) are respectively used to connect the waste water standpipe (1301) of this floor and the next floor The waste water standpipe (1302), the upper port and the lower port of the ventilation node pipe (4) are respectively used to connect the ventilation riser of this floor and the ventilation riser of the next floor, and the sewage node supervisor (501) The upper port (5011) and the lower port (5012) are respectively used to connect the sewage riser (1401) of this floor and the sewage riser (1402) of the next floor.
CN201820440895.4U 2018-03-29 2018-03-29 Integral prefabricated caisson of toilet and caisson of toilet construction Expired - Fee Related CN208088439U (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111608318A (en) * 2019-02-22 2020-09-01 元利建设企业股份有限公司 drainage system
CN113738160A (en) * 2021-08-19 2021-12-03 中国五冶集团有限公司 Assembled integrally prefabricated toilet and connecting method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111608318A (en) * 2019-02-22 2020-09-01 元利建设企业股份有限公司 drainage system
CN113738160A (en) * 2021-08-19 2021-12-03 中国五冶集团有限公司 Assembled integrally prefabricated toilet and connecting method

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