CN209277619U - Prefabricated toilet - Google Patents
Prefabricated toilet Download PDFInfo
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- CN209277619U CN209277619U CN201822129723.8U CN201822129723U CN209277619U CN 209277619 U CN209277619 U CN 209277619U CN 201822129723 U CN201822129723 U CN 201822129723U CN 209277619 U CN209277619 U CN 209277619U
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Abstract
The utility model discloses a kind of prefabricated toilet, including bottom board unit (11), multiple metope units (12) and top plate unit (13), one of metope unit (12) is structural wall (14).The top of structural wall (14) is that the area Hou Jiao (141) are reserved at top, middle part is full precast construction wall (142), bottom is that the area Hou Jiao (143) are reserved in bottom.The bottom that the upper floor prefabricated toilet of exposed steel bar (144) insertion is reserved at the top of next floor prefabricated toilet, which is reserved in the area Hou Jiao (143) and reserves exposed steel bar (146) with bottom, to be connect, and reserves the area Hou Jiao (143) interior concrete perfusion by reserving the area Hou Jiao (141) and bottom at top and upper and lower prefabricated toilet links together.The prefabricated toilet of this case eliminates precise positioning installation procedure, does not have to production pillar and bolt, greatly facilitates working procedure, improve construction efficiency.
Description
Technical field
The utility model relates to a kind of building more particularly to a kind of prefabricated toilet, the utility model can be widely applied
In all kinds of skyscrapers.
Background technique
Toilet is indispensable a part in house or commercial building, is generally built in the prior art using two methods
Make toilet: first is that directly in construction site cast-in-place concrete frame and step by step tray block build toilet, this is tradition and general
All over the toilet that uses, but this traditional toilet method of construction long construction period, high construction cost, and due to Building wood
Material cannot be guaranteed well using the nonstandard quality standard for leading to toilet；Second is that the self-contained health that is prefabricated in the factory
Between, it is then transported to building site and is installed.
The Chinese utility model patent of Patent No. 201520298272.4 discloses as a kind of prefabricated toilet, described in
Four at least one metopes of metope or the part of a metope be half precast structure wall, the thickness of half precast structure wall compares
Small, several pillars are arranged along its normal direction in lateral surface, and the top surface of each pillar is equipped with for being accurately positioned installation
The bolt of cast-in-place wall form, the pillar supply to pass through for fixing the bolt of prefabricated toilet and be used to be fixedly mounted cast-in-place wall mould
Plate.Above-mentioned method of construction has the drawback that: installation is inconvenient, and process is more complicated；Construction material is spent big with more；
Construction is inconvenient, expends the time, and furthermore this prefabricated toilet is all not complete enough without configuration bathtub and closestool, facility.
Utility model content
Based on drawbacks described above, the utility model proposes one kind to be not required to using pillar fixation is cast-in-place, bearing capacity is good, construction party
Just prefabricated toilet, comprising: bottom board unit, multiple metope units and the top plate unit being fixed together, one of them
Metope unit is structural wall, and the structure coping is equipped with the top to concave and reserves the area Hou Jiao, which reserves the area Hou Jiao
Reserve exposed steel bar in the interior top that is equipped with；The middle part of the structural wall is full precast construction wall, and the bottom of structural wall is equipped with inside
The area Hou Jiao is reserved in recessed bottom, which, which reserves, is equipped with the reserved exposed steel bar in bottom in the area Hou Jiao；
It is poured after reserving the bottom that the reserved exposed steel bar in the top of next layer of prefabricated toilet is inserted into one layer of prefabricated toilet
In area and exposed steel bar is reserved with bottom to connect, and reserves concrete perfusion in the area Hou Jiao by reserving the area Hou Jiao and bottom at top
Upper and lower prefabricated toilet is linked together.
Further, the lower part of the bottom board unit and metope unit is equipped with glass-reinforced plastic material layer.
Further, the area Hou Jiao is reserved at the top and the lateral wall that the area Hou Jiao is located at the structural wall is reserved in bottom,
Inner wall is equipped with tooth form occlusal surface.
Further, bathtub and closestool are also preset with inside prefabricated toilet.
Further, one of metope unit other than structural wall extends outward to form external metope unit, this is outer
The end of portion's metope unit is equipped with side and reserves exposed steel bar.
Compared with the existing technology compared with, the prefabricated toilet of the utility model, based on the face wall in four metope units
Structural wall can increase the bearing capacity of metope, build toilet stronger；Exposed steel bar is reserved using next layer of top to be inserted into
The bottom of upper floor prefabricated toilet is reserved in the area Hou Jiao and reserves the mode that exposed steel bar is connect with bottom, and it is precisely fixed to eliminate
Position installation procedure, does not have to production pillar and bolt, greatly facilitates working procedure, improve construction efficiency.
Detailed description of the invention
Fig. 1 is the overall structure diagram of the prefabricated toilet of the utility model；
Fig. 2 is that the method for construction of the prefabricated toilet of the utility model builds bottom board unit bottom steel external mold and metope list
The schematic diagram of first upright punching block；
Fig. 3 is the schematic diagram that glass-reinforced plastic material layer is placed in bottom plate punching block；
Fig. 4 is the bottom board unit and metope unit transverse reinforcing bar and perpendicular of the method for construction of the prefabricated toilet of the utility model
To the overlap joint schematic diagram of reinforcing bar；
Fig. 5 is the casting concrete of the method for construction of the prefabricated toilet of the utility model, forms bottom board unit and prefabricated
The schematic diagram of toilet metope unit；
Fig. 6 is that the disassembly punching block of the method for construction of the prefabricated toilet of the utility model is only kept on file mould schematic diagram；
Fig. 7 be the method for construction of the prefabricated toilet of the utility model disassembly punching block only keep on file mould final structure signal
Figure；
Fig. 8 is the upright steel external mold schematic diagram of installation of the method for construction of the prefabricated toilet of the utility model；
Fig. 9 is the installation aluminium windowframe schematic diagram of the method for construction of the prefabricated toilet of the utility model；
Figure 10 is the binding transverse direction and vertical reinforcement schematic diagram of the method for construction of the prefabricated toilet of the utility model；
Figure 11 is the mounting flange support of the method for construction of the prefabricated toilet of the utility model and singly shores schematic diagram；
Figure 12 is the installation screw rod schematic diagram of the method for construction of the prefabricated toilet of the utility model；
Figure 13 is the casting concrete schematic diagram of the method for construction of the prefabricated toilet of the utility model；
Figure 14 is the dismounting mold schematic diagram of the prefabricated toilet method of construction of the utility model；
Figure 15 be the prefabricated toilet method of construction of the utility model dismounting mold after handling schematic diagram；
Figure 16 is the schematic diagram of the laying concrete mortar of the installation method of the prefabricated toilet of the utility model；
Figure 17 is the schematic diagram of the hoisting prefabricated toilet of the installation method of the prefabricated toilet of the utility model；
Figure 18 is the installation foot prop of the installation method of the prefabricated toilet of the utility model and the schematic diagram of diagonal brace；
Figure 19 is that structural wall outside, the area exterior wall Hou Jiao of the installation method of the prefabricated toilet of the utility model wire-tie
Schematic diagram；
Figure 20 is the cast-in-place wall form of installation of the installation method of the prefabricated toilet of the utility model, the area exterior wall Hou Jiao mould
Plate, the native schematic diagram for pouring coagulation；
Figure 21 is the schematic diagram for removing foot prop and diagonal brace of the installation method of the prefabricated toilet of the utility model；
Figure 22 is the schematic diagram for building scaffold of the installation method of the prefabricated toilet of the utility model；
Figure 23 is the schematic diagram of half precast floor slab of installation of the installation method of the prefabricated toilet of the utility model；
Figure 24 is at the top of half Prefabricated construction panel of binding and toilet of the installation method of the prefabricated toilet of the utility model
Reinforcing bar, the schematic diagram of pre-buried lamp box, spool and related accessory, casting concrete；
Figure 25 is the schematic diagram after the prefabricated toilet for installing a lot of floor；
Figure 26 is the horizontal cross of the planar structure of the prefabricated toilet of the utility model.
Specific embodiment
In order to make the purpose of the utility model, technical solutions and advantages more clearly understood, below in conjunction with attached drawing and implementation
Example, the utility model is described in further detail, specific embodiment described herein only to explain the utility model, and
It is not used in restriction the utility model.
As shown in Fig. 1 and Figure 26, the prefabricated toilet 100 of the utility model includes the bottom board unit being fixed together
11, multiple metope units 12 and top plate unit 13, it is furthermore internal to be also preinstalled with closestool 19 and bathtub 18.It can be set on metope unit 12
It is equipped with door and window, is inside embedded with water supply and sewerage pipeline, subsidiary conduit and Lighting control box etc..At least one in multiple metope units 12
Structural wall 14 based on a metope unit 12, the thickness of main structure wall 14 is bigger, and reinforcing bar usage amount is more, main structure wall 14
Use can increase the bearing capacity of metope, build toilet stronger.
One of them or several metope units 12 other than structural wall 14 can extend outward to form external metope unit
20, exposed steel bar 21 is reserved in the settable side in end of the outside metope unit 20.In building course, external metope unit 20
Length can according to site dimension carry out it is prefabricated.It, can be reserved outer in the side in the field-mounted process of prefabricated toilet
Reveal and bind transverse steel and vertical reinforcement at reinforcing bar 21, forms side steel mesh 16, then cast-in-place wall form is installed, coagulation is poured
Soil can link together the outside metope unit 20 with other precast constructions or cast-in-place structural, prefabricated toilet with extend
20 integral preform of outside metope unit can reduce toilet infiltration a possibility that, improve the waterproof performance of toilet.
The top of structural wall 14 is half precast construction, the reserved area Hou Jiao 141 in the top equipped with indent, and middle part is complete prefabricated knot
Structure wall 142, bottom are also half precast construction, the reserved area Hou Jiao 143 in the bottom equipped with indent.Reserve the area Hou Jiao in the top
It is equipped with top in 141 and reserves exposed steel bar 144, bottom reserves the interior bottom that is equipped in the area Hou Jiao 143 and reserves exposed steel bar 146.In order to
Increase the binding force between precast concrete and cast-in-place concrete, the top reserves the area Hou Jiao 141 and bottom and reserves the area Hou Jiao
Settable tooth form occlusal surface on 143 inner wall.Reserve the insertion of exposed steel bar 144 upper one in the top of next layer of prefabricated toilet 100
The bottom of floor prefabricated toilet 100 is reserved in the area Hou Jiao 143 and reserves exposed steel bar 146 with bottom and connect, by pre- at top
The area Liu Houjiao 141 and bottom reserve concrete perfusion in the area Hou Jiao 143 and upper and lower prefabricated toilet 100 link together, and pass through
The area Hou Jiao 141, the reserved area Hou Jiao 143 in bottom are reserved in top after pouring realizes the connection of upper and lower floor fabric structure wall 14,
In addition, top reserve the area Hou Jiao 141 can also double as Cast-in-situ Beam position, in reinforcing bar configured according to beam.
The lower part of the bottom board unit 11 of the utility model and multiple metope units 12 is equipped with glass-reinforced plastic material layer 103, both increases
The toughness of bottom plate is added, and can prevent water from leaking, preferred embodiment is, in bottom board unit 11 and under multiple metope units 12
Glass-reinforced plastic material layer 103 in portion is connected to overall structure together.Top plate unit 13 as fabric structure floor one
Part, inside be embedded with pipeline and Lighting control box, the thickness of top plate unit 13 is smaller than the integral thickness of building floorboard,
About 70mm or so can reduce the use of template in construction, reduce the pressure from top plate, can reduce difficulty of construction and building
The consumption of material.
Illustrate the method for construction of the utility model prefabricated toilet below, the method for construction such as Fig. 2 to Figure 15, including it is following
Step:
1, bottom board unit 11 and 12 lower part of multi-panel metope unit are built:
(1) steel external mold is set.As shown in Fig. 2, building 101 He of Bottom Board Steel external mold of 100 bottom board unit 11 of prefabricated toilet
The upright steel external mold 102 of the first of four metope units 12.The Bottom Board Steel external mold 101 and the first upright steel external mold 102 are all made of
Integral mold plate design, intensity required for can satisfy prefabricated toilet 100 in the construction process, rigidity and stability guarantee
Prefabricated toilet 100 is indeformable in production, does not destroy, does not collapse；The Bottom Board Steel external mold 101 and the first upright steel external mold
102 be integral disassembly, assembly, ensure that the correctness of Components Shape size and mutual alignment and simple structure, branch tear convenience open, surface is put down
Whole, seam is tight, will not spillage.
(2) glass-reinforced plastic material layer is set.As shown in figure 3, in Bottom Board Steel external mold 101 and the first upright 102 inside of steel external mold
Place glass-reinforced plastic material layer 103.
(3) building structure steel mesh.It is connected as shown in figure 4, transverse steel 161 and vertical reinforcement 162 are bound with tied silk
Securely and it is fixed on the Bottom Board Steel external mold 101 and the first upright 102 inside of steel external mold, forms four metope units 12 and bottom plate
Then drainage pipeline, Lighting control box are respectively buried in the structure reinforcing bars net by the structure reinforcing bars net of unit 11.Described four
Metope unit 12 and the structure reinforcing bars net of bottom board unit 11 are that primary iron of pricking forms, and have preferably kept the entirety of prefabricated toilet
Property.
(4) steel internal model is set.Build the Bottom Board Steel internal model 104 and four metope lists of 100 bottom board unit 11 of prefabricated toilet
First upright steel internal model 105 of member 12.
(5) it is reserved at the corresponding position in the area Hou Jiao 143 in the bottom of 14 bottom of structural wall, reserves after-pouring position, and
And exposed bottom is reserved at the after-pouring position and reserves exposed steel bar 146.
(6) the first concrete 106 is poured.As shown in Figures 5 to 7, satisfactory first concrete 106 is poured the bottom of into
The inside that slab external mold 101 and Bottom Board Steel internal model 104, the first upright steel external mold 102 and the first upright steel internal model 105 surround is empty
Between.Mold is removed after the first concrete 106 reaches some strength only to keep on file slab external mold 101, forms prefabricated toilet 100
Four 12 lower parts of metope unit and bottom board unit 11, bottom board unit 11 are 106 groups of glass-reinforced plastic material layer 103 and the first concrete
At.
2, top and the top plate unit 13 of metope unit 12 are built:
(7) steel external mold is set.As shown in figure 8, the second upright steel is arranged outside the multiple metope units 12 poured
External mold 107, top reserve that the corresponding position in the area Hou Jiao 141 is reserved to pour position, meanwhile, this pour reserved in position it is exposed
Top reserve exposed steel bar 144, then fix bottom board unit 11 and metope unit 12.
(8) aluminium windowframe 1 is installed.As shown in Figure 9 and Figure 10, aluminium windowframe 1 is installed on metope unit 12, by transverse steel
161 and the tied silk of vertical reinforcement 162 bind and be connected firmly and be fixed on 107 inside of the second upright steel external mold, form surrounding metope
Steel mesh, then by Lighting control box and spool etc., fixation is embedded in surrounding metope steel mesh respectively.
(9) the second upright steel internal model is installed.Build the second upright steel internal model (not shown) of multiple metope units 12.
(10) backform is installed.As shown in figure 11, mounting flange supports 2 and singly shores 3, makes upright steel by regulating flange support 2
Mould keeps vertical and keeps upright punching block stronger.Singly shoring backform is installed on 3, the assembling reinforcement again outside backform, be allowed to
The reinforcing bar of metope unit 12 is linked to be an entirety, and fixed pre-buried lamp box and spool etc. are then installed on backform.
(11) sized.As shown in figure 12, screw rod 4 is installed at top, purpose can support and adjust the size of mold,
It is allowed to meet the requirement of 100 size of prefabricated toilet.
(12) the second concrete 108 is poured.As shown in figure 13, in the upright steel external mold of metope unit 12 and upright steel internal model
Between, on the backform of top plate unit 13 pour the second concrete 108.As shown in figure 14, reach certain to the second concrete 108
After intensity, all molds and supporting element etc. are removed, the region capable of hoisting later for transporting to the finishing of prefabricated toilet 100.
Bottom due to having reserved indent in step (5) reserve the area Hou Jiao 143 pour position and bottom reserve it is exposed
Reinforcing bar 146, the top that indent has been reserved in step (7) reserve pour position and the top in the area Hou Jiao 141 and reserve exposed steel bar
144, therefore after casting concrete, the lower section of structural wall 14 will form bottom and reserve the reserved exposed steel bar in the area Hou Jiao 143 and bottom
146；The top of structural wall 14 will form top and reserve the reserved area Hou Jiao 141 in the area Hou Jiao 141 and top.
The prefabricated toilet 100 for completing the utility model can be built through the above steps.As shown in figure 15, this is practical new
Type withholds steel hook 6, prefabricated toilet by a hanger 5 to make to build the prefabricated toilet 100 completed convenient for handling
100, which can be hoisted to designated place, is installed.
The utility model prefabricated toilet 100 is described below in the installation method of construction site, the installation method
As shown in Figures 16 to 25, comprising the following steps:
(1) one delimited for installing the floor for putting prefabricated toilet 100, is arranged and is cleaned out the flooring top plate 7；
(2) as shown in figure 16, need to put the position paving of prefabricated toilet 100 at the top of the floor roof 7 cleaned out
One layer concrete mortar；
(3) as shown in figure 17, which is hoisted on the setting position of erecting bed, at this point, next layer
It reserves exposed steel bar 144 and is inserted into the reserved area Hou Jiao 143 in bottom of this floor prefabricated toilet in the top of toilet；
(4) as shown in figure 18, foot prop 8 and diagonal brace 9 are installed, prefabricated toilet 100 and flooring top plate 7 is fixed；
(5) as shown in figure 19, the bottom in the area Hou Jiao 143 is reserved into 14 bottom of precast structure wall and reserves exposed steel bar 146
The binding of exposed steel bar 144 is reserved together in top with next layer, and binds vertical reinforcement 162 and transverse steel 161, forms knot
Structure wall steel mesh 30；Exposed steel bar 21 and transverse steel 161 and vertical reinforcement are reserved into the side of external 20 end of metope unit
162 bindings form steel mesh 16 together；
(6) as shown in figure 20, on the outside of the steel mesh that the area Hou Jiao 143 and external 20 end of metope unit are reserved in above-mentioned bottom
Cast-in-place wall form is installed in corresponding position, pours satisfactory concrete to the inside and forms cast-in-place structural wall 10 and exterior wall；
(7) as shown in figure 21, remove foot prop 8 and diagonal brace 9；
(8) as shown in figure 22, it is built in 100 surrounding of prefabricated toilet and is used to support the foot hand of half Prefabricated construction panel 17
Frame 15；
(9) as shown in figure 23, by the lifting of half Prefabricated construction panel 17 positioned on 15 top of scaffold；
(10) as shown in figure 24, binding half Prefabricated construction panel 17 top and toilet top rebars, pre-buried lamp box, spool and
Related accessory, the then casting concrete on reinforcing bar；
(11) as shown in figure 25, above-mentioned (1) to (10) step is repeated.
The advantage of the utility model is:
1, a face metope unit 12 is structural wall 14, increases bearing capacity；
2,14 top of structural wall and bottom are half prefabricated, and centre is full precast structure wall, ensure that the entirety of structural wall 14
Property；
3, bottom board unit 11 is made of concrete and glass-reinforced plastic material layer 103, and toughness is stronger, can effectively prevent infiltration；
4, closestool 19 and bathtub 18 are increased in prefabricated toilet 100, it is more convenient to use；
5, top plate unit 13 compare other prefabricated toilets 100 13 thickness of top plate unit it is smaller, it is possible to reduce in construction
The use of template reduces top plate to the pressure of metope unit 12, can reduce the consuming of difficulty of construction and construction material.
The above descriptions are merely preferred embodiments of the present invention, is not intended to limit the utility model, for this
For the technical staff in field, the utility model can have which kind of change and variation.It is all in the spirit and principles of the utility model
Within any modification, equivalent substitution, improvement and etc. done, should be included within the scope of protection of this utility model.
Claims (5)
1. a kind of prefabricated toilet, including bottom board unit (11), multiple metope units (12) and the top plate being fixed together
Unit (13), it is characterised in that:
One of metope unit (12) is structural wall (14), and it is reserved that the top of the structural wall (14) is equipped with the top to concave
The area Hou Jiao (141), the top are reserved in the area Hou Jiao (141) and reserve exposed steel bar (144) equipped with top；The structural wall (14)
Middle part is full precast construction wall (142), and the bottom of structural wall (14) is equipped with the bottom to concave and reserves the area Hou Jiao (143), should
It reserves in the area Hou Jiao (143) and reserves exposed steel bar (146) equipped with bottom in bottom；
It is poured after reserving the bottom that the upper one layer of prefabricated toilet of exposed steel bar (144) insertion is reserved at the top of next layer of prefabricated toilet
It in area (143) and reserves exposed steel bar (146) with bottom to connect, by after the area Hou Jiao (141) is reserved at top and bottom is reserved
It pours area (143) interior concrete perfusion upper and lower prefabricated toilet links together.
2. prefabricated toilet according to claim 1, it is characterised in that: the bottom board unit (11) and metope unit (12)
Lower part be equipped with glass-reinforced plastic material layer (103).
3. prefabricated toilet according to claim 1, it is characterised in that: reserve the area Hou Jiao (141) and bottom in the top
Reserved the area Hou Jiao (143) are located at the lateral wall of the structural wall (14), and inner wall is equipped with tooth form occlusal surface.
4. prefabricated toilet according to claim 1,2 or 3, it is characterised in that: be also preset with bath inside prefabricated toilet
Cylinder (18) and closestool (19).
5. prefabricated toilet according to claim 1,2 or 3, it is characterised in that: wherein one other than structural wall (14)
A metope unit (12) extends outward to form external metope unit (20), and it is pre- that the end of the outside metope unit (20) is equipped with side
Stay exposed steel bar (21).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822129723.8U CN209277619U (en) | 2018-12-19 | 2018-12-19 | Prefabricated toilet |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822129723.8U CN209277619U (en) | 2018-12-19 | 2018-12-19 | Prefabricated toilet |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209277619U true CN209277619U (en) | 2019-08-20 |
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ID=67612333
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| Application Number | Title | Priority Date | Filing Date |
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| CN201822129723.8U Active CN209277619U (en) | 2018-12-19 | 2018-12-19 | Prefabricated toilet |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
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2018
- 2018-12-19 CN CN201822129723.8U patent/CN209277619U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
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