CN216516218U - Prefabricated anti-bank assembly structure in bathroom - Google Patents
Prefabricated anti-bank assembly structure in bathroom Download PDFInfo
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- CN216516218U CN216516218U CN202123190368.3U CN202123190368U CN216516218U CN 216516218 U CN216516218 U CN 216516218U CN 202123190368 U CN202123190368 U CN 202123190368U CN 216516218 U CN216516218 U CN 216516218U
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Abstract
The utility model discloses a prefabricated assembly structure for a reverse ridge of a toilet, which solves the technical problems of complex construction structure, low construction efficiency and poor forming quality of the conventional reverse ridge of the toilet. The utility model comprises a straight-line-shaped prefabricated member and an L-shaped prefabricated member which are mutually spliced, wherein a plurality of positioning rib holes which are communicated up and down are respectively arranged on the straight-line-shaped prefabricated member and the L-shaped prefabricated member, a first mortar channel communicated with the positioning rib holes is arranged in the straight-line-shaped prefabricated member, a second mortar channel communicated with the positioning rib holes is arranged in the L-shaped prefabricated member, joint grouting notches are arranged at the splicing ends of the straight-line-shaped prefabricated member and the L-shaped prefabricated member, the first mortar channel and the second mortar channel are communicated through the joint grouting notches, a grouting hole communicated with the first mortar channel is arranged on the straight-line-shaped prefabricated member, and a grout overflow hole communicated with the second mortar channel is arranged on the L-shaped prefabricated member. The utility model only needs on-site assembly and grouting, does not need to disassemble and assemble the template, and has high molding quality, high construction efficiency and low rework rate in the later period.
Description
Technical Field
The utility model relates to the technical field of construction of a reverse ridge of a toilet, in particular to a prefabricated assembly structure of the reverse ridge of the toilet.
Background
The reverse threshold refers to a building structure that prevents water from flowing into the room, generally poured simultaneously with structural concrete, also called flashing or overturning. The general set positions include: the water collecting equipment rooms on the ground such as indoor toilets, shower rooms, outdoor stair outer walls, boiler rooms and the like are easy to collect water. When the prior art is used for manufacturing the anti-ridge of the toilet, the anti-ridge pouring structure is similar to the anti-beam, the wooden template is required to be adopted for supporting, positioning ribs are arranged, the wooden template is adjusted and the like, the anti-ridge manufacturing mode and the anti-ridge structure are complex in process, low in construction efficiency, low in turnover rate of the wooden template, poor in forming quality and high in post rework rate.
Disclosure of Invention
Aiming at the defects in the prior art, the utility model provides a prefabricated assembly structure for a reverse bank of a toilet, which solves the technical problems of complex existing construction structure, low construction efficiency and poor forming quality of the reverse bank of the toilet.
The technical scheme of the application is realized as follows: a prefabricated assembly structure for a reverse bank of a toilet comprises a straight prefabricated member and an L-shaped prefabricated member which are spliced with each other, wherein a plurality of positioning rib holes which are communicated up and down are arranged on the straight prefabricated member and the L-shaped prefabricated member respectively, a first mortar channel communicated with the positioning rib holes is arranged in the straight prefabricated member, a second mortar channel communicated with the positioning rib holes is arranged in the L-shaped prefabricated member, a joint grouting notch is arranged at the splicing end of the straight prefabricated member and the L-shaped prefabricated member, the first mortar channel and the second mortar channel are communicated through the joint grouting notch, a grouting hole communicated with the first mortar channel is arranged on the straight prefabricated member, and a grout overflowing hole communicated with the second mortar channel is arranged on the L-shaped prefabricated member, or the straight prefabricated member is provided with a slurry overflow hole communicated with the first mortar channel, and the L-shaped prefabricated member is provided with a grouting hole communicated with the second mortar channel.
Further, when the grouting hole is formed in the straight-line-shaped prefabricated member and the grout overflow hole is formed in the L-shaped prefabricated member, the grouting hole is a first grouting hole which is formed in the lower portion of the end, far away from the L-shaped prefabricated member, of the straight-line-shaped prefabricated member, and the first grout overflow hole is formed in the top of the end, far away from the straight-line-shaped prefabricated member, of the L-shaped prefabricated member.
Further, when the grouting holes are formed in the L-shaped prefabricated member and the grout overflow holes are formed in the linear prefabricated member, the grouting holes are second grouting holes which are arranged at the lower part of one end, far away from the linear prefabricated member, of the L-shaped prefabricated member, and the second grout overflow holes are formed in the top of one end, far away from the L-shaped prefabricated member, of the linear prefabricated member.
Further, the first mortar channel is located at the lower portion of the straight prefabricated member, and the second mortar channels are located at the lower portion of the L-shaped prefabricated member.
Furthermore, the grouting holes are communicated with the first mortar channel or the second mortar channel through positioning rib holes, and the grout overflow holes are communicated with the first mortar channel or the second mortar channel through the positioning rib holes.
Furthermore, one side or two sides of the splicing end of the linear prefabricated member and the L-shaped prefabricated member are provided with temporary fixing parts, and temporary positioning parts for respectively fixing the linear prefabricated member and the L-shaped prefabricated member are arranged on the floor of the toilet.
Further, the cross section of the seam grouting notch is polygonal.
The prefabricated assembly structure for the anti-bank of the toilet provided by the utility model is reasonable in structure, the prefabricated anti-bank can be uniformly cast and molded on site and can also be customized in a factory workshop, only assembling and grouting are needed in a construction site, a template is not required to be disassembled and assembled, the molding quality is high, the construction efficiency is improved, and the rework rate in the later period is low. The utility model can be produced in batch, is easy to popularize and use, and improves the construction efficiency and the economic benefit on the premise of ensuring the construction effect and the safety.
Drawings
In order to illustrate the embodiments of the utility model more clearly, the drawings that are needed in the description of the embodiments will be briefly described below, it being apparent that the drawings in the following description are only some embodiments of the utility model, and that other drawings may be derived from those drawings by a person skilled in the art without inventive effort.
FIG. 1 is a top view of the present invention;
FIG. 2 is a cross-sectional view of an L-shaped preform;
FIG. 3 is a cross-sectional view of the in-line preform as installed;
in the figure:
1 is an L-shaped prefabricated part, 11 is a first mortar channel, and 12 is a first grouting hole;
2 is a straight prefabricated part, 21 is a second mortar channel, and 22 is a first mortar overflow hole;
3 for the locating rib hole, 4 for seam slip casting notch, 5 is temporary fixing spare, 6 for the bathroom floor, 7 is temporary setting spare, 8 is vertical reinforcing bar, 9 is the bolt, 10 is the reinforcing bar spread groove, 13 is the constant head tank.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be obtained by a person skilled in the art without inventive effort based on the embodiments of the present invention, are within the scope of the present invention.
A prefabricated assembly structure for an anti-ridge of a toilet is shown in figure 1 and comprises a linear prefabricated member 2 and an L-shaped prefabricated member 1 which are spliced with each other, wherein the linear prefabricated member 2 and the L-shaped prefabricated member 1 are spliced to form the anti-ridge of the L-shaped toilet.
As shown in fig. 2 and 3, a plurality of vertically-through positioning rib holes 3 are formed in the linear prefabricated member 2 and the L-shaped prefabricated member 1, and the positioning rib holes 3 are used for inserting vertical reinforcing steel bars 8 in the later period. Set up constant head tank 13 and steel bar connection groove 10 on bathroom floor 6, constant head tank 13 matches with a font prefab 2 and L shape prefab 1, and a font prefab 2 prevents on bathroom floor 6 through constant head tank 13 accurately with L shape prefab 1, and steel bar connection groove 10 is used for fixing a position and pouring vertical reinforcing bar 8.
Be provided with the first mortar passageway 11 of intercommunication location muscle hole 3 in the I-shaped prefab 2, be provided with the second mortar passageway 21 of intercommunication location muscle hole 3 in the L shape prefab 1, the concatenation end of I-shaped prefab 2 and L shape prefab 1 is provided with seam slip casting notch 4, and first mortar passageway 11 and second mortar passageway 21 are through seam slip casting notch 4 intercommunication. The cross section of the joint grouting slot 4 is polygonal, and the joint grouting slot 4 with a hexagonal cross section is preferably used in the embodiment.
The straight prefabricated member 2 is provided with a grouting hole communicated with the first mortar channel 11, and the L-shaped prefabricated member 1 is provided with a mortar overflowing hole communicated with the second mortar channel 21. Or the straight prefabricated member 2 is provided with a slurry overflow hole communicated with the first mortar channel 11, and the L-shaped prefabricated member 1 is provided with a grouting hole communicated with the second mortar channel 21.
After the straight prefabricated member 2 and the L-shaped prefabricated member 1 are placed on a toilet floor 6, and the vertical steel bars 8 are inserted into the positioning rib holes 3, mortar is injected into the straight prefabricated member 2 or the L-shaped prefabricated member 1 through the grouting holes, and grouting is stopped after the positioning rib holes 3 and the joint grouting notches 4 are filled with the mortar and the mortar overflows from the mortar overflowing holes.
Further, when the grouting holes are provided on the in-line preform 2 and the grout overflow holes are provided on the L-shaped preform 1, as shown in fig. 2 and 3, the grouting holes are the first grouting holes 12 and the grout overflow holes are the first grout overflow holes 22. First grout hole 12 sets up in the lower part of a font prefab 2 keeping away from 1 one end of L shape prefab, and first excessive thick liquid hole 22 sets up the top of keeping away from 2 one ends of a font prefab at L shape prefab 1, and at the slip casting in-process, the concrete mortar fills along the bottom of anti-bank one end to the top of the other end, from a left side to the right side, follow supreme reverse packing down, avoids appearing the cavity, fully guarantees the reliability of slip casting. Or when the grouting holes are arranged on the L-shaped prefabricated member 1 and the grout overflow holes are arranged on the straight-line-shaped prefabricated member 2, the grouting holes are second grouting holes which are arranged at the lower part of one end, far away from the straight-line-shaped prefabricated member 2, of the L-shaped prefabricated member 1, and the second grout overflow holes are arranged at the top of one end, far away from the L-shaped prefabricated member 1, of the straight-line-shaped prefabricated member 2.
Further, the first mortar channel 11 is located at the lower part of the straight prefabricated member 2, and the second mortar channels 21 are located at the lower part of the L-shaped prefabricated member 1. In the grouting process, no matter in the first mortar channel 11 or the second mortar channel 21, the concrete mortar is reversely filled from bottom to top all the time, so that a cavity is avoided, and the grouting reliability is fully guaranteed.
Furthermore, the grouting holes are communicated with the first mortar channel 11 or the second mortar channel 21 through the positioning rib holes 3, and the grout overflow holes are communicated with the first mortar channel 11 or the second mortar channel 21 through the positioning rib holes 3, so that the grouting reliability of the positioning rib holes 3 in the grouting process is ensured.
Further, one side or both sides of the splicing end of the in-line preform 2 and the L-shaped preform 1 are provided with temporary fixing members 5. The temporary fixing piece 5 is an angle iron, and during grouting, two ends of the angle iron are respectively fixed with the linear prefabricated piece 2 and the L-shaped prefabricated piece 1 through bolts 9; after grouting is completed and curing is performed, the temporary fixing member 5 is removed.
Furthermore, temporary positioning pieces 7 for respectively fixing the linear prefabricated member 2 and the L-shaped prefabricated member 1 are arranged on the toilet floor 6. The temporary positioning piece 7 can adopt angle iron and a bolt 9, one side of the angle iron is fixed on the toilet floor 6 through the bolt 9, the other side of the angle iron is used for positioning, the temporary positioning piece 7 and the positioning groove are jointly used, and the positioning accuracy of the linear prefabricated piece 2 and the L-shaped prefabricated piece 1 is fully ensured.
Nothing in this specification is intended to be exhaustive of all conventional and well known techniques.
The above description is only for the purpose of illustrating the preferred embodiments of the present invention and is not to be construed as limiting the utility model, and any modifications, equivalents, improvements and the like that fall within the spirit and principle of the present invention are intended to be included therein.
Claims (7)
1. The utility model provides an anti-bank prefabricated assembly structure of bathroom which characterized in that: comprises a straight prefabricated member (2) and an L-shaped prefabricated member (1) which are spliced with each other, a plurality of positioning rib holes (3) which are communicated up and down are arranged on the straight prefabricated member (2) and the L-shaped prefabricated member (1), a first mortar channel (11) communicated with the positioning rib holes (3) is arranged in the straight prefabricated member (2), a second mortar channel (21) communicated with the positioning rib holes (3) is arranged in the L-shaped prefabricated member (1), a joint grouting notch (4) is arranged at the splicing end of the straight prefabricated member (2) and the L-shaped prefabricated member (1), the first mortar channel (11) and the second mortar channel (21) are communicated through the joint grouting notch (4), a grouting hole communicated with the first mortar channel (11) is arranged on the straight prefabricated member (2), and a grout overflowing hole communicated with the second mortar channel (21) is arranged on the L-shaped prefabricated member (1), or, the straight prefabricated member (2) is provided with a slurry overflow hole communicated with the first mortar channel (11), and the L-shaped prefabricated member (1) is provided with a grouting hole communicated with the second mortar channel (21).
2. The sanitary inverted sill prefabricated structure as claimed in claim 1, further comprising: when the grouting holes are formed in the straight prefabricated member (2) and the grout overflow holes are formed in the L-shaped prefabricated member (1), the grouting holes are first grouting holes (12), the grout overflow holes are first grout overflow holes (22), the first grouting holes (12) are formed in the lower portion, far away from one end of the L-shaped prefabricated member (1), of the straight prefabricated member (2), and the first grout overflow holes (22) are formed in the top, far away from one end of the straight prefabricated member (2), of the L-shaped prefabricated member (1).
3. The sanitary inverted sill prefabricated structure as claimed in claim 1, further comprising: when the grouting holes are formed in the L-shaped prefabricated member (1) and the grout overflow holes are formed in the linear prefabricated member (2), the grouting holes are second grouting holes which are arranged at the lower part of one end, away from the linear prefabricated member (2), of the L-shaped prefabricated member (1), and the second grout overflow holes are formed in the top of one end, away from the L-shaped prefabricated member (1), of the linear prefabricated member (2).
4. The sanitary inverted sill prefabricated structure as claimed in any one of claims 1 to 3, wherein: the first mortar channel (11) is located at the lower part of the straight prefabricated member (2), and the second mortar channels (21) are located at the lower part of the L-shaped prefabricated member (1).
5. The sanitary inverted sill prefabricated structure as claimed in claim 4, further comprising: the grouting holes are communicated with the first mortar channel (11) or the second mortar channel (21) through the positioning rib holes (3), and the grout overflowing holes are communicated with the first mortar channel (11) or the second mortar channel (21) through the positioning rib holes (3).
6. The toilet inverted sill prefabricated structure as claimed in any one of claims 1 to 3 and 5, wherein: temporary fixing parts (5) are arranged on one side or two sides of the splicing end of the linear prefabricated part (2) and the L-shaped prefabricated part (1), and temporary positioning parts (7) for respectively fixing the linear prefabricated part (2) and the L-shaped prefabricated part (1) are arranged on a bathroom floor (6).
7. The sanitary inverted sill prefabricated structure as claimed in claim 6, further comprising: the cross section of the joint grouting notch (4) is polygonal.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN202123190368.3U CN216516218U (en) | 2021-12-18 | 2021-12-18 | Prefabricated anti-bank assembly structure in bathroom |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202123190368.3U CN216516218U (en) | 2021-12-18 | 2021-12-18 | Prefabricated anti-bank assembly structure in bathroom |
Publications (1)
Publication Number | Publication Date |
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CN216516218U true CN216516218U (en) | 2022-05-13 |
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Application Number | Title | Priority Date | Filing Date |
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CN202123190368.3U Active CN216516218U (en) | 2021-12-18 | 2021-12-18 | Prefabricated anti-bank assembly structure in bathroom |
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CN (1) | CN216516218U (en) |
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2021
- 2021-12-18 CN CN202123190368.3U patent/CN216516218U/en active Active
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