CN113700044A - Water seepage prevention basement structure integrated with support base plate for building - Google Patents
Water seepage prevention basement structure integrated with support base plate for building Download PDFInfo
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- CN113700044A CN113700044A CN202110939870.5A CN202110939870A CN113700044A CN 113700044 A CN113700044 A CN 113700044A CN 202110939870 A CN202110939870 A CN 202110939870A CN 113700044 A CN113700044 A CN 113700044A
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/02—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against ground humidity or ground water
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D19/00—Keeping dry foundation sites or other areas in the ground
- E02D19/06—Restraining of underground water
- E02D19/12—Restraining of underground water by damming or interrupting the passage of underground water
- E02D19/20—Restraining of underground water by damming or interrupting the passage of underground water by displacing the water, e.g. by compressed air
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/045—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/02—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against ground humidity or ground water
- E02D31/04—Watertight packings for use under hydraulic pressure
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F3/00—Sewer pipe-line systems
- E03F3/04—Pipes or fittings specially adapted to sewers
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- Environmental & Geological Engineering (AREA)
- Hydrology & Water Resources (AREA)
- Mining & Mineral Resources (AREA)
- General Life Sciences & Earth Sciences (AREA)
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Abstract
The invention discloses a water seepage prevention basement structure integrated by adopting a support and a bottom plate for a building, which comprises a bottom plate and a plurality of supports, wherein side edges of the top end of the bottom plate are provided with side walls, a water seepage prevention interlayer is arranged between each side wall and a soil base layer, a pre-buried pile is arranged inside the soil base layer, the top end of the pre-buried pile is provided with a base layer, a first reinforcing steel bar group is arranged inside each of the bottom plate and the base layer, a second reinforcing steel bar group is arranged inside each of the supports, and the bottom plate is composed of a concrete base layer, a top waterproof layer, a leveling layer, a decorative layer, a bottom waterproof layer and a bottom protective layer. Has the advantages that: adopt support bottom plate integral type bearing structure, realize the formula of hanging from the air isolation structure to can solve the infiltration problem from the root, adopt the interbedded drainage function that absorbs water of prevention of seepage and the water barrier design of bottom plate simultaneously, thereby further solution basement's prevention of seepage water function through reinforcing bar combination integral type structure and concrete integral type casting moulding structure, realize the intensive connection of support and bottom plate, improve bulk strength.
Description
Technical Field
The invention relates to the technical field of buildings, in particular to a support base plate integrated water seepage prevention basement structure for a building.
Background
With the continuous advance of the urbanization process, basements are built in more and more buildings in terms of space saving and the like, and the basements can be affected by underground water level changes for a long time. Since the outer wall and the bottom plate of the basement are both located below the ground and are often eroded by underground water, water and moisture proofing measures are an important part in the design of the basement structure. In the existing damp-proof and waterproof technology of basements, water is generally prevented from penetrating out of the ground of the basement from bottom to top by laying waterproof materials. However, in the basement with excessive water, the effect of preventing water seepage only through the waterproof material is not good, the basement is still in a very humid state, and when underground water is accumulated outside the concrete side wall, the underground water and the concrete side wall generate large water pressure, so that the water seepage phenomenon of the basement occurs due to the fact that the external water pressure is too large.
An effective solution to the problems in the related art has not been proposed yet.
Disclosure of Invention
Aiming at the problems in the related art, the invention provides a support and base plate integrated water seepage-proof basement structure for a building, which aims to overcome the technical problems in the prior related art.
Therefore, the invention adopts the following specific technical scheme:
a water seepage prevention basement structure integrated by a support base plate for a building comprises a base plate and a plurality of supports, wherein the base plate is positioned at the top end of the supports, side walls are arranged on the side edges of the top end of the base plate, a water seepage prevention interlayer is arranged between each side wall and a soil base layer, a plurality of embedded piles are arranged inside the soil base layer, a base layer is arranged at the top end of each embedded pile, the supports are positioned at the top ends of the base layers, a first reinforcing steel bar group is arranged inside each base plate and the base layer, a second reinforcing steel bar group is arranged inside each support, the second reinforcing steel bar group and the first reinforcing steel bar group are of an integrated binding structure, the base plate is composed of a concrete base layer, a top waterproof layer, a leveling layer, a decorative layer, a bottom waterproof layer and a bottom protective layer, the top waterproof layer is positioned at the top end of the concrete base layer, and the leveling layer is positioned at the top end of the top waterproof layer, the decorative layer is located on the top end of the leveling layer, the bottom waterproof layer is located on the bottom end of the concrete base layer, and the bottom protective layer is located on the bottom end of the bottom waterproof layer.
Furthermore, the top end of the basal layer is provided with a plurality of transverse water chutes and a plurality of longitudinal water chutes, the transverse water chutes and the longitudinal water chutes are of communicated structures, and the cross sections of the transverse water chutes and the longitudinal water chutes are of arc structures.
Furthermore, the inside of soil basic unit be provided with a plurality of with the drain pipe of horizontal guiding gutter intercommunication, the bottom and the sewer intercommunication of drain pipe, the drain pipe is L type structure.
Furthermore, the first steel bar group consists of a first steel bar layer, a second steel bar layer and a plurality of support bars, the support bars are fixedly connected between the first steel bar layer and the second steel bar layer, and binding structures are arranged between the support bars and the first steel bar layer as well as between the support bars and the second steel bar layer.
Furthermore, the first reinforcing steel bar layer and the second reinforcing steel bar layer are both composed of a plurality of supporting transverse bars and a plurality of supporting longitudinal bars, and the supporting transverse bars and the supporting longitudinal bars are binding structures.
Further, reinforcing bar group two comprises a plurality of perpendicular muscle and a plurality of muscle cover, muscle ways locate perpendicular muscle and with perpendicular muscle is ligature connection structure.
Furthermore, prevention of seepage water intermediate layer comprises first water barrier, concrete supporting layer, second water barrier and spacing intermediate layer, the concrete supporting layer is located one side of first water barrier, the second water barrier is located one side that the first water barrier was kept away from to the concrete supporting layer, spacing intermediate layer is located the second water barrier is kept away from one side of concrete supporting layer, spacing intermediate layer is kept away from one side of second water barrier is provided with a plurality of infiltration nest of tubes.
Further, the infiltration nest of tubes comprises honeycomb duct and the jacket layer that absorbs water, a plurality of water conservancy diversion holes have been seted up on the honeycomb duct, the inside packing in water conservancy diversion hole have with the water conservancy diversion that the jacket layer is connected absorbs water is cotton.
Further, the honeycomb duct is PVC material, the water conservancy diversion hole is the tilting structure, the inclination in water conservancy diversion hole is 60.
Further, the top waterproof layer and the bottom waterproof layer are both made of polyester felt cloth.
The invention has the beneficial effects that: through setting up by the bottom plate, the support, the side wall, the prevention of seepage water intermediate layer, the embedded stake, the stratum basale, reinforcing bar group one, reinforcing bar group two, concrete-based layer, the top waterproof layer, the screed-coat, the decorative layer, the bottom waterproof layer, the building that the bottom protective layer constitutes adopts support bottom plate integral type prevention of seepage water basement structure, thereby through adopting support bottom plate integral type bearing structure, realize free formula isolation structure, thereby can follow the root and solve the infiltration problem, adopt the water proof layer design of the water drainage function that absorbs water and the bottom plate of prevention of seepage water intermediate layer simultaneously, thereby further solution basement's prevention of seepage water function, through reinforcing bar combination integral type structure and concrete integral type cast moulding structure, realize the intensive connection of support and bottom plate, improve bulk strength.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings needed in the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art to obtain other drawings without creative efforts.
FIG. 1 is a partial schematic structural view of an integrated anti-seepage basement structure using a support base plate for construction according to an embodiment of the invention;
FIG. 2 is a schematic structural diagram of a frame of an integrated support-base water seepage-proof basement structure for buildings according to an embodiment of the invention;
FIG. 3 is a schematic view of a water seepage prevention sandwich structure for a construction using a support-base integrated water seepage prevention basement structure according to an embodiment of the invention;
FIG. 4 is a schematic structural diagram of a floor layer of an integrated anti-seepage basement structure for buildings, which adopts a support and a floor according to an embodiment of the invention;
FIG. 5 is a schematic view of a connection structure of a first reinforcing steel bar group and a second reinforcing steel bar group of an integrated anti-seepage basement structure using a support and a base plate for a building according to an embodiment of the invention;
FIG. 6 is a structural schematic diagram of a second steel bar set for a building adopting a support-base integrated water seepage-proof basement structure according to an embodiment of the invention;
fig. 7 is a schematic structural view of a reinforcing steel bar layer of a support-base integrated water seepage-proof basement structure for construction according to an embodiment of the invention;
fig. 8 is a schematic structural diagram of a water seepage pipe group for a building adopting a support and bottom plate integrated type seepage-proofing basement structure according to an embodiment of the invention.
In the figure:
1. a base plate; 2. a support; 3. a side wall; 4. a soil base layer; 5. a water seepage prevention interlayer; 6. pre-burying the pile; 7. a base layer; 8. a first steel bar group; 9. a second reinforcing steel bar group; 10. a concrete base layer; 11. a top waterproof layer; 12. leveling layer; 13. a decorative layer; 14. a bottom waterproof layer; 15. a bottom protective layer; 16. a transverse water chute; 17. a longitudinal water chute; 18. a drain pipe; 19. a first reinforcing steel bar layer; 20. a second reinforcing steel layer; 21. supporting ribs; 22. supporting the transverse ribs; 23. supporting the longitudinal ribs; 24. erecting ribs; 25. a rib sleeve; 26. a first water-barrier layer; 27. a concrete support layer; 28. a second water-barrier layer; 29. a limiting interlayer; 30. a water seepage pipe group; 31. a flow guide pipe; 32. a water-absorbing jacket layer; 33. a flow guide hole; 34. and (5) flow guide cotton.
Detailed Description
For further explanation of the various embodiments, the drawings which form a part of the disclosure and which are incorporated in and constitute a part of this specification, illustrate embodiments and, together with the description, serve to explain the principles of operation of the embodiments, and to enable others of ordinary skill in the art to understand the various embodiments and advantages of the invention, and, by reference to these figures, reference is made to the accompanying drawings, which are not to scale and wherein like reference numerals generally refer to like elements.
According to the embodiment of the invention, the support and bottom plate integrated water seepage-proof basement structure for the building is provided.
The first embodiment is as follows:
as shown in fig. 1-8, the support-and-floor integrated water seepage-proof basement structure for buildings according to the embodiment of the invention comprises a floor 1 and a plurality of supports 2, wherein the floor 1 is located at the top end of the supports 2, side walls 3 are arranged on the side edges of the top end of the floor 1, a water seepage-proof interlayer 5 is arranged between the side walls 3 and a soil base layer 4, a plurality of embedded piles 6 are arranged inside the soil base layer 4, a base layer 7 is arranged at the top end of the embedded piles 6, the supports 2 are located at the top end of the base layer 7, a first reinforcing steel bar group 8 is arranged inside each of the floor 1 and the base layer 7, a second reinforcing steel bar group 9 is arranged inside the supports 2, the second reinforcing steel bar group 9 and the first reinforcing steel bar group 8 are of an integrated binding structure, and the floor 1 is formed by a concrete base layer 10, a top waterproof layer 11, a leveling layer 12, a decorative layer 13 and a decorative layer 8, The waterproof concrete base layer comprises a bottom waterproof layer 14 and a bottom protective layer 15, wherein the top waterproof layer 11 is located at the top end of the concrete base layer 10, a leveling layer 12 is located at the top end of the top waterproof layer 11, a decoration layer 13 is located at the top end of the leveling layer 12, the bottom waterproof layer 14 is located at the bottom end of the concrete base layer 10, and the bottom protective layer 15 is located at the bottom end of the bottom waterproof layer 14.
By means of the above technical scheme, through setting up by bottom plate 1, support 2, side wall 3, prevention of seepage water intermediate layer 5, pre-buried stake 6, stratum basale 7, reinforcing bar group 8, reinforcing bar group two 9, concrete-based layer 10, top waterproof layer 11, leveling blanket 12, decorative layer 13, bottom waterproof layer 14, the building that bottom protective layer 15 constitutes adopts support bottom plate integral type prevention of seepage water basement structure, thereby through adopting support bottom plate integral type bearing structure, realize hanging type isolation structure, thereby can solve the infiltration problem from the root, adopt the water absorption drainage function of prevention of seepage water intermediate layer and the water barrier design of bottom plate simultaneously, thereby further solution basement's prevention of seepage water function, through reinforcing bar combination integral type structure and concrete integral type cast moulding structure, realize the intensive connection of support and bottom plate, improve bulk strength.
Example two:
as shown in fig. 1-8, the bottom plate 1 is located on the top end of the support 2, a side wall 3 is arranged on a side edge of the top end of the bottom plate 1, a water seepage-proof interlayer 5 is arranged between the side wall 3 and the soil base layer 4, a plurality of intervening embedded piles 6 are arranged inside the soil base layer 4, a base layer 7 is arranged on the top end of the embedded piles 6, the support 2 is located on the top end of the base layer 7, a first reinforcement group 8 is arranged inside the bottom plate 1 and the base layer 7, a second reinforcement group 9 is arranged inside the support 2, the second reinforcement group 9 and the first reinforcement group 8 are of an integrated structure, the bottom plate 1 is composed of a concrete base layer 10, a top waterproof layer 11, a leveling layer 12, a decorative layer 13, a bottom waterproof layer 14 and a bottom protective layer 15, the top waterproof layer 11 is located on the top end of the concrete base layer 10, the leveling layer 12 is located on the top end of the top waterproof layer 11, the decorative layer 13 is located at the top end of the leveling layer 12, the bottom waterproof layer 14 is located at the bottom end of the concrete base layer 10, the bottom protective layer 15 is located at the bottom end of the bottom waterproof layer 14, the top end of the base layer 7 is provided with a plurality of transverse water chutes 16 and a plurality of longitudinal water chutes 17, the transverse water chutes 16 and the longitudinal water chutes 17 are of a communicated structure, the cross sections of the transverse water chutes 16 and the longitudinal water chutes 17 are both arc-shaped structures, a plurality of drain pipes 18 communicated with the transverse water chutes 16 are arranged inside the soil base layer 4, the bottom ends of the drain pipes 18 are communicated with a sewer, the drain pipes 18 are of an L-shaped structure, the first reinforcement group 8 is composed of a first reinforcement layer 19, a second reinforcement layer 20 and a plurality of support ribs 21, and the support ribs 21 are fixedly connected between the first reinforcement layer 19 and the second reinforcement layer 20, the support muscle 21 with be ligature structure between first reinforcing bar layer 19 and the second reinforcing bar layer 20, first reinforcing bar layer 19 with second reinforcing bar layer 20 comprises a plurality of horizontal muscle 22 of support and a plurality of support longitudinal bar 23, support horizontal muscle 22 with support longitudinal bar 23 and be ligature structure, reinforcing bar group two 9 comprises a plurality of vertical muscle 24 and a plurality of muscle cover 25, muscle cover 25 cover is located vertical muscle 24 and with vertical muscle 24 is the ligature connection structure.
Example three:
as shown in fig. 1-8, the bottom plate 1 is located on the top end of the support 2, a side wall 3 is arranged on a side edge of the top end of the bottom plate 1, a water seepage-proof interlayer 5 is arranged between the side wall 3 and the soil base layer 4, a plurality of intervening embedded piles 6 are arranged inside the soil base layer 4, a base layer 7 is arranged on the top end of the embedded piles 6, the support 2 is located on the top end of the base layer 7, a first reinforcement group 8 is arranged inside the bottom plate 1 and the base layer 7, a second reinforcement group 9 is arranged inside the support 2, the second reinforcement group 9 and the first reinforcement group 8 are of an integrated structure, the bottom plate 1 is composed of a concrete base layer 10, a top waterproof layer 11, a leveling layer 12, a decorative layer 13, a bottom waterproof layer 14 and a bottom protective layer 15, the top waterproof layer 11 is located on the top end of the concrete base layer 10, the leveling layer 12 is located on the top end of the top waterproof layer 11, the decorative layer 13 is located on the top end of the leveling layer 12, the bottom waterproof layer 14 is located on the bottom end of the concrete base layer 10, the bottom protective layer 15 is located on the bottom end of the bottom waterproof layer 14, the anti-seepage interlayer 5 is composed of a first waterproof layer 26, a concrete supporting layer 27, a second waterproof layer 28 and a limiting interlayer 29, the concrete supporting layer 27 is located on one side of the first waterproof layer 26, the second waterproof layer 28 is located on one side of the concrete supporting layer 27 far away from the first waterproof layer 26, the limiting interlayer 29 is located on one side of the second waterproof layer 28 far away from the concrete supporting layer 27, one side of the limiting interlayer 29 far away from the second waterproof layer 28 is provided with a plurality of water seepage pipe sets 30, each water seepage pipe set 30 is composed of a flow guide pipe 31 and a water absorption sleeve layer 32, and the flow guide holes 33 are formed in the flow guide pipe 31, the inside packing of water conservancy diversion hole 33 have with the cotton 34 of water conservancy diversion that absorbs water jacket layer 32 is connected, honeycomb duct 31 is the PVC material, water conservancy diversion hole 33 is the tilting structure, the inclination of water conservancy diversion hole 33 is 60, top waterproof layer 11 with bottom waterproof layer 14 is polyester felt cloth material.
The working principle is as follows: the reinforced connection of the bottom plate 1 and the support 2 is realized through the combined integral structure of the first reinforcing steel bar group 8 and the second reinforcing steel bar group 9 and the concrete integral casting molding structure, the integral strength of the connection of the bottom plate 1 and the support 2 is improved, the suspended isolation structure is realized by adopting the integral supporting structure of the bottom plate 1 and the support 2, so that a hollow layer is formed between the bottom plate 1 and the substrate layer 7, thereby avoiding direct contact between water and the bottom plate 1, fundamentally solving the problem of water seepage, realizing the drainage function through the transverse water chute 16, the longitudinal water chute 17 and the drainage pipe 18, avoiding water accumulation, the water seepage prevention effect is further improved by the bottom plate 1 consisting of the concrete base layer 10, the top waterproof layer 11, the leveling layer 12, the decoration layer 13, the bottom waterproof layer 14 and the bottom protection layer 15 and the water seepage prevention interlayer 5 consisting of the first water resisting layer 26, the concrete supporting layer 27, the second water resisting layer 28 and the limiting interlayer 29.
In conclusion, by means of the technical scheme of the invention, the support-base-plate integrated water seepage-proof basement structure for the building is formed by the base plate 1, the support 2, the side wall 3, the water seepage-proof interlayer 5, the embedded pile 6, the base layer 7, the first reinforcing steel bar group 8, the second reinforcing steel bar group 9, the concrete base layer 10, the top waterproof layer 11, the leveling layer 12, the decorative layer 13, the bottom waterproof layer 14 and the bottom protective layer 15, thereby realizing a suspended isolation structure by adopting the support base plate integrated supporting structure, solving the problem of water seepage fundamentally, simultaneously adopting the water absorption and drainage functions of the anti-seepage interlayer and the design of the water-resisting layer of the base plate, thereby further solution basement prevents the infiltration function, through reinforcing bar combination integral type structure and concrete integral type casting moulding structure, realizes the intensive connection of support and bottom plate, improves bulk strength.
In the present invention, unless otherwise expressly specified or limited, the terms "mounted," "disposed," "connected," "secured," "screwed" and the like are to be construed broadly, e.g., as meaning fixedly connected, detachably connected, or integrally formed; can be mechanically or electrically connected; the terms may be directly connected or indirectly connected through an intermediate, and may be communication between two elements or interaction relationship between two elements, unless otherwise specifically limited, and the specific meaning of the terms in the present invention will be understood by those skilled in the art according to specific situations.
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 invention, 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 (10)
1. The utility model provides an adopt support bottom plate integral type prevention of seepage water basement structure for building, its characterized in that includes bottom plate (1) and a plurality of support (2), bottom plate (1) is located the top of support (2), the side on bottom plate (1) top is provided with side wall (3), be provided with prevention of seepage water intermediate layer (5) between side wall (3) and soil basic unit (4), the inside of soil basic unit (4) is provided with if intervene embedded pile (6), the top of embedded pile (6) is provided with stratum basale (7), support (2) are located the top of stratum basale (7), the inside of bottom plate (1) and stratum basale (7) all is provided with reinforcing bar group one (8), the inside of support (2) is provided with reinforcing bar group two (9), reinforcing bar group two (9) and reinforcing bar group one (8) formula ligature structure as an organic whole, the bottom plate (1) comprises concrete-based layer (10), top waterproof layer (11), screed-coat (12), decorative layer (13), bottom waterproof layer (14), bottom protective layer (15), top waterproof layer (11) are located the top of concrete-based layer (10), screed-coat (12) are located the top of top waterproof layer (11), decorative layer (13) are located the top of screed-coat (12), bottom waterproof layer (14) are located the bottom of concrete-based layer (10), bottom protective layer (15) are located the bottom of bottom waterproof layer (14).
2. The integrated anti-seepage basement structure adopting the support and the bottom plate for the building as claimed in claim 1, wherein a plurality of transverse water chutes (16) and a plurality of longitudinal water chutes (17) are formed at the top end of the base layer (7), the transverse water chutes (16) and the longitudinal water chutes (17) are of a communicated structure, and the cross sections of the transverse water chutes (16) and the longitudinal water chutes (17) are of arc structures.
3. The anti-seepage basement structure integrated with the support and the bottom plate for the building as claimed in claim 2, wherein a plurality of drainage pipes (18) communicated with the transverse water chute (16) are arranged inside the soil base layer (4), the bottom ends of the drainage pipes (18) are communicated with a sewer, and the drainage pipes (18) are of an L-shaped structure.
4. The integrated basement structure with the support and the bottom plate for the building as claimed in claim 1, wherein the first reinforcement group (8) is composed of a first reinforcement layer (19), a second reinforcement layer (20) and a plurality of support ribs (21), the support ribs (21) are fixedly connected between the first reinforcement layer (19) and the second reinforcement layer (20), and a binding structure is arranged between the support ribs (21) and the first reinforcement layer (19) and the second reinforcement layer (20).
5. The integrated basement structure with the support and the bottom plate for the building as claimed in claim 4, wherein the first reinforcement layer (19) and the second reinforcement layer (20) are both composed of a plurality of support transverse ribs (22) and a plurality of support longitudinal ribs (23), and the support transverse ribs (22) and the support longitudinal ribs (23) are binding structures.
6. The integrated water seepage-proof basement structure adopting the support and the bottom plate for the building as claimed in claim 1, wherein the second reinforcement group (9) is composed of a plurality of vertical reinforcements (24) and a plurality of reinforcement sleeves (25), and the reinforcement sleeves (25) are sleeved on the vertical reinforcements (24) and are in binding connection with the vertical reinforcements (24).
7. The integrated support-base water seepage-proofing basement structure for buildings according to claim 1, wherein the water seepage-proofing interlayer (5) is composed of a first water-resisting layer (26), a concrete supporting layer (27), a second water-resisting layer (28) and a limiting interlayer (29), the concrete supporting layer (27) is positioned on one side of the first water-resisting layer (26), the second water-resisting layer (28) is positioned on one side of the concrete supporting layer (27) far away from the first water-resisting layer (26), the limiting interlayer (29) is positioned on one side of the second water-resisting layer (28) far away from the concrete supporting layer (27), and one side of the limiting interlayer (29) far away from the second water-resisting layer (28) is provided with a plurality of water seepage pipe groups (30).
8. The basement structure for preventing water seepage with integrated support and bottom plate for building according to claim 7, wherein the water seepage pipe group (30) is composed of a draft pipe (31) and a water absorption jacket layer (32), the draft pipe (31) is provided with a plurality of draft holes (33), and the inside of the draft holes (33) is filled with draft cotton (34) connected with the water absorption jacket layer (32).
9. The basement structure for preventing water seepage with integrated support and bottom plate for building of claim 8, wherein the flow guide pipe (31) is made of PVC material, the flow guide hole (33) is of inclined structure, and the inclination angle of the flow guide hole (33) is 60 °.
10. The anti-seepage basement structure integrated with the support and the bottom plate for the building as claimed in claim 1, wherein the top waterproof layer (11) and the bottom waterproof layer (14) are both made of polyester felt cloth.
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Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102677706A (en) * | 2012-06-15 | 2012-09-19 | 南京工业大学 | Basement waterproof and dampproof system and construction method thereof |
| CN206360224U (en) * | 2017-04-25 | 2017-07-28 | 深圳市锐智明建筑工程有限公司 | A kind of building roof waterproof system |
| CN209082579U (en) * | 2018-10-19 | 2019-07-09 | 北京远大洪雨防水工程有限公司 | A kind of waterproof construction of basement bottom board |
| CN110439038A (en) * | 2019-08-20 | 2019-11-12 | 中国十七冶集团有限公司 | A kind of basement waterproofing novel structure structure and construction method |
| CN210395459U (en) * | 2019-07-31 | 2020-04-24 | 吴宝青 | Waterproof node structure for joint of basement bottom plate and side wall back water surface |
| CN211200458U (en) * | 2019-11-16 | 2020-08-07 | 广东康君实业发展有限公司 | Building basement waterproof construction |
| CN211446885U (en) * | 2019-12-02 | 2020-09-08 | 武汉金涛岩土工程有限公司 | Underground continuous wall waterproof construction |
| CN112012240A (en) * | 2020-08-26 | 2020-12-01 | 瑞洲建设集团有限公司 | Waterproof basement bottom plate that row combination is prevented to cavity |
-
2021
- 2021-08-17 CN CN202110939870.5A patent/CN113700044B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102677706A (en) * | 2012-06-15 | 2012-09-19 | 南京工业大学 | Basement waterproof and dampproof system and construction method thereof |
| CN206360224U (en) * | 2017-04-25 | 2017-07-28 | 深圳市锐智明建筑工程有限公司 | A kind of building roof waterproof system |
| CN209082579U (en) * | 2018-10-19 | 2019-07-09 | 北京远大洪雨防水工程有限公司 | A kind of waterproof construction of basement bottom board |
| CN210395459U (en) * | 2019-07-31 | 2020-04-24 | 吴宝青 | Waterproof node structure for joint of basement bottom plate and side wall back water surface |
| CN110439038A (en) * | 2019-08-20 | 2019-11-12 | 中国十七冶集团有限公司 | A kind of basement waterproofing novel structure structure and construction method |
| CN211200458U (en) * | 2019-11-16 | 2020-08-07 | 广东康君实业发展有限公司 | Building basement waterproof construction |
| CN211446885U (en) * | 2019-12-02 | 2020-09-08 | 武汉金涛岩土工程有限公司 | Underground continuous wall waterproof construction |
| CN112012240A (en) * | 2020-08-26 | 2020-12-01 | 瑞洲建设集团有限公司 | Waterproof basement bottom plate that row combination is prevented to cavity |
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