CN215060109U - Construction structure for pipeline through floor - Google Patents

Construction structure for pipeline through floor Download PDF

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Publication number
CN215060109U
CN215060109U CN202023344482.2U CN202023344482U CN215060109U CN 215060109 U CN215060109 U CN 215060109U CN 202023344482 U CN202023344482 U CN 202023344482U CN 215060109 U CN215060109 U CN 215060109U
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China
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pipe
floor
building
ring
wall
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CN202023344482.2U
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Chinese (zh)
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尹飞云
墙林
高洁
余利海
吴宙楠
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Chongqing Tuoda Construction Group Co ltd
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Chongqing Tuoda Construction Group Co ltd
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Abstract

The utility model relates to a floor construction structures is worn to pipeline, it includes the floor, wear building pipe and manger plate ring, the vertical mounting hole of supplying to wear building pipe to pass of seting up on the floor, the top of wearing building pipe exceeds the floor, the coaxial cover of manger plate ring is established in wearing the building outside of managing, the manger plate ring is fixed on the roof of floor, be provided with opening water collecting tank up along manger plate ring circumference on the inside wall of manger plate ring, water collecting tank inlays and establishes on the floor, it has set firmly the lock ring along wearing building pipe circumference on the outer wall of building pipe to wear, the coaxial joint of lock ring sets up in water collecting tank. When the building penetrating pipe is constructed, the water retaining ring is sleeved on the building penetrating pipe, so that the buckling ring on the building penetrating pipe is buckled with the water collecting groove on the water retaining ring. And then fixedly connecting the buckle-penetrating building pipe and the water retaining ring on the template of the floor slab, pouring concrete into the template of the floor slab, forming a liquid seal between the water collecting groove and the buckle ring through air pressure, and effectively preventing liquid on the water retaining ring from pouring into the mounting hole.

Description

Construction structure for pipeline through floor
Technical Field
The application relates to the field of pipeline installation, especially, relate to a floor construction structures is worn to pipeline.
Background
The water supply and drainage pipeline is arranged in a building and needs to penetrate through a floor slab, a through-layer hole is reserved in the floor slab through a sleeve in the construction process of all buildings, and the water supply and drainage pipeline is arranged in a sleeve in the building after the whole building construction is finished.
The patent of grant bulletin number CN208668949U discloses a floor structure is worn to pipeline, including floor and pipeline, the floor sets up the hole of wearing to establish that supplies the pipeline to pass, wears to establish downthehole sleeve pipe that is provided with, and the sleeve pipe is worn to locate the cover intraductally with the pore wall laminating of wearing to establish the hole, and the pipeline is worn to locate in the cover, is provided with the back-fire relief area between the upper and lower face of floor and the pipeline, and the clearance department between sleeve pipe and the pipeline is provided with the fire prevention packing layer.
With respect to the related art among the above, there are the following drawbacks: after the sealant on the pipeline is used for a long time, the sealant can crack and be damaged, so that the water seepage phenomenon between the floor slab and the pipeline is caused, and inconvenience is caused.
SUMMERY OF THE UTILITY MODEL
In order to improve waterproof sealing nature between floor and pipeline, this application provides a floor construction structures is worn to pipeline.
The application provides a pair of floor construction structures is worn to pipeline adopts following technical scheme:
the utility model provides a pipeline wears floor construction structures, includes the floor and wears the building pipe, the vertical mounting hole that supplies to wear the building pipe to pass of seting up on the floor still includes the manger plate ring, the top of wearing the building pipe exceeds the floor, the coaxial cover of manger plate ring is established in wearing the building outside of tubes, the manger plate ring is fixed to be set up on the roof of floor, be provided with opening water collecting tank up along manger plate ring circumference on the inside wall of manger plate ring, water collecting tank inlays and establishes on the floor, it has set firmly the lock joint ring along wearing building pipe circumference on the outer wall of building pipe to wear, the coaxial joint of lock joint ring sets up in water collecting tank.
By adopting the technical scheme, when the building penetrating pipe is constructed, the water retaining ring is sleeved on the building penetrating pipe, so that the buckling ring on the building penetrating pipe is buckled with the water collecting groove on the water retaining ring. And fixedly connecting the buckling penetrating pipe and the water retaining ring to the template of the floor slab, pouring concrete into the template of the floor slab, and forming the floor slab, so that a liquid seal is formed between the water collecting groove and the buckling ring through air pressure, liquid on the water retaining ring is effectively prevented from pouring into the mounting hole, and the sealing property of the floor slab is improved.
Preferably, the outer wall of the building penetrating pipe is coaxially and fixedly connected with an anti-pulling plug, the anti-pulling plug is arranged below the floor slab, and the anti-pulling plug is used for being abutted to the bottom wall of the floor slab.
Through adopting above-mentioned technical scheme, when wearing building pipe and appear becoming flexible between the mounting hole in the use, through the diapire butt of resistance to plucking end cap and floor, can effectively prevent to wear building pipe come-up to effectively keep lock joint ring and water collecting tank lock joint state, keep waterproof sealing performance for a long time.
Preferably, the outer edge of the top wall of the anti-pulling plug is provided with a guide inclined plane, the bottom wall of the floor slab is provided with a filling groove, and the inner side wall of the filling groove is an extrusion inclined plane matched with the guide inclined plane of the anti-pulling plug.
By adopting the technical scheme, when the building penetrating pipe floats upwards, the guide inclined plane on the anti-pulling plug is in close contact with the extrusion inclined plane in the filling groove, and the sealing performance of the structure is further improved by extrusion between the guide inclined plane and the extrusion inclined plane.
Preferably, the outer side wall of the water retaining ring is coaxially provided with a drainage slope, and the edge of the drainage slope, which is far away from the water retaining ring, inclines towards the floor and is fixedly arranged in the floor.
Through adopting above-mentioned technical scheme, ground water on the floor roof is when flowing to wearing building pipe, and rivers are blockked by the drainage slope, and effectively reduce rivers and wear building pipe long-term gathering on every side, further improve the waterproof sealing performance of structure.
Preferably, the upper edge of mounting hole is provided with the mounting groove along mounting hole circumference, the mounting groove internal fixation is provided with the sealing washer, the sealing washer seal cover is established on the outer wall of wearing the building pipe.
Through adopting above-mentioned technical scheme, the sealing washer can be sealed the gap between wearing building pipe and the mounting hole, can prevent effectively that floor below air etc. from upwards getting into the floor upper strata from the mounting hole, further improves the leakproofness between the structure.
Preferably, the upper opening of the building penetrating pipe is provided with a sealant which is used for being in sealing connection with a pipeline penetrating the building penetrating pipe along the circumferential direction of the building penetrating pipe.
Through adopting above-mentioned technical scheme, after the pipeline passes from passing building pipe, on the top of passing building pipe, set up the sealed glue of round along passing building pipe circumference, can prevent effectively that floor upper strata from layering water and passing building pipe after, moisture gets into floor lower floor from passing building pipe and pipeline gap, further improves the leakproofness of structure.
Preferably, the inner edge of the top end of the through-building pipe is provided with an inclined surface.
Through adopting above-mentioned technical scheme, when wearing to fill sealed glue between building pipe and the pipeline, make the inward flange downward sloping of wearing building pipe top, can increase area of contact between sealed glue and the pipeline, further improve and wear the leakproofness between building pipe and the pipeline.
Preferably, a protective layer is arranged on the inner wall of the building penetrating pipe.
Through adopting above-mentioned technical scheme, wear the protective layer on the building inside pipe wall and can play buffering cushioning effect to the vibration of pipeline, absorb pipeline noise to effectively reduce pipeline wearing and tearing, prolong pipeline life.
In summary, the present application includes at least one of the following beneficial technical effects:
1. when the building penetrating pipe is constructed, the water retaining ring is sleeved on the building penetrating pipe, so that the buckling ring on the building penetrating pipe is buckled with the water collecting groove on the water retaining ring. Fixedly connecting the buckling-penetrating building pipe and the water retaining ring to a template of the floor slab, pouring concrete into the template of the floor slab, and forming the floor slab, so that a liquid seal is formed between the water collecting tank and the buckling ring through air pressure, liquid on the water retaining ring is effectively prevented from pouring into a mounting hole, and the sealing property of the floor slab is improved;
2. when the building penetrating pipe is loosened from the mounting hole in the use process, the anti-pulling plug is abutted against the bottom wall of the floor slab, so that the building penetrating pipe can be effectively prevented from floating upwards, the buckling state of the buckling ring and the water collecting tank is effectively kept, and the waterproof sealing performance is kept for a long time;
3. the sealing washer can seal up wearing the gap between building pipe and the mounting hole, can prevent effectively that floor below air etc. from upwards getting into the floor upper strata from the mounting hole, further improves floor upper and lower floor leakproofness.
Drawings
Fig. 1 is a sectional structure schematic diagram of a pipe floor construction structure.
Description of reference numerals: 1. a floor slab; 11. mounting holes; 2. building pipe penetrating; 21. a snap ring; 3. a water retaining ring; 31. a water collecting tank; 32. draining a water slope; 4. the plug is anti-pulling; 41. a guide slope; 42. filling the groove; 43. extruding the inclined plane; 5. a seal ring; 51. mounting grooves; 6. sealing glue; 61. a protective layer; 7. a pipeline; 8. and (6) plugging glue.
Detailed Description
The present application is described in further detail below with reference to fig. 1.
The embodiment of the application discloses floor construction structures is worn to pipeline. Referring to fig. 1, the pipe through-floor construction structure includes a floor 1, a through-floor pipe 2, and a water-retaining ring 3. The floor 1 is vertically penetrated with a mounting hole 11 for the floor 1 to penetrate through, and the water retaining ring 3 is arranged on the top wall of the floor 1 and is coaxial with the mounting hole 11. Through the structural cooperation between the water retaining ring 3 and the floor penetrating pipe 2, the effect of preventing the ground water on the upper layer of the floor slab 1 from entering the lower part of the floor slab 1 is achieved.
The outer edge of the water retaining ring 3 is downwards punched and formed with a bucket-shaped drainage slope 32 along the circumferential direction, and the lower end of the drainage slope 32 is a large-size end. The top wall of the water retaining ring 3 is close to the inner edge, and a circle of U-shaped water collecting groove 31 is arranged along the circumferential direction of the water retaining ring. The top of building pipe 2 is higher than 1 roof of floor, and the coaxial an organic whole is provided with a circle of lock ring 21 on the outer wall of building pipe 2, and the cross sectional shape of lock ring 21 is "L" shape, and the inward flange of lock ring 21 with wear building pipe 2 and be connected, the vertical down of one end of building pipe 2 is kept away from to lock ring 21 to in the lock joint water collecting tank 31.
In order to improve the stability of the fastening structure of the fastening ring 21 and the water collecting tank 31, the building penetrating pipe 2 is sleeved with an anti-pulling plug 4 for preventing the building penetrating pipe 2 from floating upwards. The anti-pulling plug 4 is sleeved at one end, extending out of the bottom of the floor slab 1, of the building penetrating pipe 2, the anti-pulling plug 4 and the building penetrating pipe 2 are fixedly bonded through the plugging glue 8, and the plugging glue 8 can be glass glue. The outer edge of the top wall of the anti-pulling plug 4 is provided with a circle of guide inclined plane 41 along the circumferential direction of the anti-pulling plug 4, the bottom wall of the floor slab 1 is positioned at the lower edge of the mounting hole 11, a circle of filling groove 42 used for containing the anti-pulling plug 4 is arranged along the circumferential direction of the mounting hole 11, the inner side wall of the filling groove 42 is provided with an extrusion inclined plane 43 which is consistent with the slope of the guide inclined plane 41 on the anti-pulling plug 4, so that the anti-pulling plug 4 is pressed against the building penetrating pipe 2 under the interaction force of the anti-pulling plug 4 and the filling groove 42 when the building penetrating pipe 2 floats upwards between the floor slab 1, and the anti-pulling plug 4 is firmly abutted to the filling groove 42.
In order to improve the air tightness between the building penetrating pipe 2 and the mounting hole 11, a sealing ring 5 is coaxially sleeved on the outer wall of the building penetrating pipe 2. The sealing ring 5 is made of rubber, the sealing ring 5 is embedded in the floor slab 1, and an installation groove 51 with the same size as the sealing ring 5 is formed in the installation hole 11.
The inward flange on 2 tops of building pipe is worn to be equipped with the round inclined plane, wears building pipe 2 and is being worn the pipeline 7 back, adopts sealed glue 6 to be connected sealedly to 2 tops of building pipe and pipeline 7. The sealant 6 is filled on the inclined surface of the building penetrating pipe 2, so that the contact area of the sealant 6 with the building penetrating pipe 2 and the pipeline 7 is increased, and the sealing effect is improved.
Still be equipped with one deck protective layer 61 on the inner wall of building pipe 2, protective layer 61 can adopt the amortization cotton, can absorb the noise that the vibration sent when leading to water in pipeline 7, plays the guard action to the outer wall of pipeline 7 simultaneously.
The implementation principle of this application embodiment a floor construction structures is worn to pipeline does: through buckling ring 21 in the water catch tank 31 of retaining ring 3 on floor 1, after ponding in water catch tank 31 does not cross the bottom of buckling ring 21, under the atmospheric pressure effect, ponding in the water catch tank 31 can't continue to pull up the water level in buckling ring 21 to play sealed effect, and through sealing washer 5 in the concrete, when realizing the watertight, make airtight processing, improve the waterproof sealing nature between floor 1 and pipeline 7.
The embodiment of the application discloses a construction method for penetrating a floor slab through a pipeline, which comprises the following steps:
s1, pouring a concrete layer of the floor slab 1, and reserving construction holes in the floor slab 1;
s2, sleeving a water retaining ring 3, a sealing ring 5 and an anti-pulling plug 4 upwards on the building penetrating pipe 2 from the bottom of the building penetrating pipe 2 in sequence, placing the building penetrating pipe 2 into a construction hole, moving the water retaining ring 3 to the edge of a drainage slope 32 to be flush with the upper plane of a concrete layer of a floor slab 1, moving the building penetrating pipe 2 to enable a buckling ring 21 to be in lap joint with a water collecting groove 31, determining the position of the anti-pulling plug 4, and using plugging glue 8 to bond and fix the anti-pulling plug 4 and the building penetrating pipe 2;
s3, building a template of a gap between an opening at the bottom of the construction hole and the building penetrating pipe 2, building a filling groove 42 template, pouring fine cement mortar between the construction hole and the building penetrating pipe 2 from the opening on the construction hole, inserting a grouting pipe below the water retaining ring 3, and filling the space below the water retaining ring 3;
s4, after the fine cement mortar is formed, a layer of waterproof mortar is laid on the upper plane of the floor slab 1, and the slope toe of the drainage slope 32 of the water retaining ring 3 is submerged;
s5, after the pipeline 7 is inserted into the building penetrating pipe 2, the sealant 6 is smeared on the top of the building penetrating pipe 2 along the building penetrating pipe 2 for one circle.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.

Claims (8)

1. The utility model provides a floor construction structures is worn to pipeline, includes floor (1) and wears building pipe (2), vertical mounting hole (11) of offering on floor (1) and supplying to wear building pipe (2) to pass, its characterized in that: still include manger plate ring (3), wear the top of building pipe (2) and exceed floor (1), manger plate ring (3) coaxial cover is established in wearing building pipe (2) outside, manger plate ring (3) are fixed to be set up on the roof of floor (1), it is provided with opening basin (31) that gathers water up along manger plate ring (3) circumference on the inside wall of manger plate ring (3), gather water tank (31) and inlay and establish on floor (1), it has set firmly along wearing building pipe (2) circumference to detain and has connect ring (21) on the outer wall of building pipe (2), detain and connect ring (21) coaxial joint to set up in gathering water tank (31).
2. The pipe-through-floor construction structure according to claim 1, wherein: the anti-pulling device is characterized in that an anti-pulling plug (4) is coaxially and fixedly connected to the outer wall of the building penetrating pipe (2), the anti-pulling plug (4) is arranged below the floor slab (1), and the anti-pulling plug (4) is used for being abutted to the bottom wall of the floor slab (1).
3. The pipe-through-floor construction structure according to claim 2, wherein: the outer edge of the top wall of the anti-pulling plug (4) is provided with a guide inclined plane (41), the bottom wall of the floor slab (1) is provided with a filling groove (42), and the inner side wall of the filling groove (42) is provided with an extrusion inclined plane (43) matched with the guide inclined plane (41) of the anti-pulling plug (4).
4. The pipe-through-floor construction structure according to claim 1, wherein: the outer side wall of the water retaining ring (3) is coaxially provided with a drainage slope (32), the edge of the drainage slope (32) far away from the water retaining ring (3) inclines towards the floor (1) and is fixedly arranged in the floor (1).
5. The pipe-through-floor construction structure according to claim 1, wherein: the upper edge of mounting hole (11) is provided with mounting groove (51) along mounting hole (11) circumference, mounting groove (51) internal fixation is provided with sealing washer (5), sealing washer (5) sealing cover is established on the outer wall of wearing building pipe (2).
6. The pipe floor construction structure according to any one of claims 1 to 5, wherein: the upper opening of the building penetrating pipe (2) is provided with a sealant (6) which is used for being in sealing connection with a pipeline (7) penetrating the building penetrating pipe (2) along the circumferential direction of the building penetrating pipe (2).
7. The pipe-through-floor construction structure of claim 6, wherein: the inner edge of the top end of the building penetrating pipe (2) is an inclined surface.
8. The pipe-through-floor construction structure according to claim 1, wherein: and a protective layer (61) is arranged on the inner wall of the building penetrating pipe (2).
CN202023344482.2U 2020-12-31 2020-12-31 Construction structure for pipeline through floor Active CN215060109U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202023344482.2U CN215060109U (en) 2020-12-31 2020-12-31 Construction structure for pipeline through floor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202023344482.2U CN215060109U (en) 2020-12-31 2020-12-31 Construction structure for pipeline through floor

Publications (1)

Publication Number Publication Date
CN215060109U true CN215060109U (en) 2021-12-07

Family

ID=79224403

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202023344482.2U Active CN215060109U (en) 2020-12-31 2020-12-31 Construction structure for pipeline through floor

Country Status (1)

Country Link
CN (1) CN215060109U (en)

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