CN210238738U - Super-long underground clean water tank - Google Patents
Super-long underground clean water tank Download PDFInfo
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- CN210238738U CN210238738U CN201921111613.7U CN201921111613U CN210238738U CN 210238738 U CN210238738 U CN 210238738U CN 201921111613 U CN201921111613 U CN 201921111613U CN 210238738 U CN210238738 U CN 210238738U
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Abstract
The utility model discloses an overlength underground clean water basin belongs to water works construction field, including bed course, bottom plate, pool wall, roof, frame post and guide wall, the bed course is toughness cement-based material, and the top of bed course still is equipped with the bottom isolation layer. The bottom plate is made of fair-faced concrete material and is laid on the top of the bottom isolation layer. The pool wall comprises an outer wall cement-based material and side wall common concrete which are sequentially arranged from outside to inside, and a side wall reinforcement cage is arranged in the outer wall cement-based material. The top plate is connected between the tops of the pool walls and made of fair-faced concrete, and vent holes are formed in the top plate. The frame posts are spaced between the top of the bottom plate and the top plate. The guide walls are arranged in an E shape and are arranged between the frame columns at intervals in the longitudinal direction, and drain holes are formed in the guide walls. The clean water tank has good integral crack resistance, reduces later maintenance and has good economic benefit.
Description
Technical Field
The utility model relates to a water works construction field specifically is an overlength underground clean water basin.
Background
Clean water tanks are an important component of water works for storing and regulating the amount of water. The clean water tank with the ultra-long and ultra-large structure has the characteristics of large volume, complex structural stress, large local load, high concrete strength and the like, cracks are easily generated, the later maintenance consumes huge manpower and material resources, and certain economic loss is caused. Therefore, the anti-cracking technology is of great significance for effectively controlling the occurrence of harmful cracks in the clean water tank.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide an overlength underground clean water basin to solve overlength super large structure and produce the crack easily, later stage maintenance consumes manpower and material resources huge, but also causes certain economic loss's technical problem.
In order to solve the technical problem, the utility model provides an overlength underground clean water basin, include:
the cushion layer is made of a tough cement-based material, and the top of the cushion layer is also provided with a bottom isolating layer;
the bottom plate is made of fair-faced concrete and is paved on the top of the bottom isolation layer;
the pool wall comprises an outer wall toughness cement-based material and side wall common concrete which are sequentially arranged from outside to inside, wherein a side wall reinforcement cage is arranged in the outer wall toughness cement-based material;
the top plate is connected between the tops of the pool walls and made of fair-faced concrete materials, and vent holes are formed in the top plate;
the frame columns are arranged between the top of the bottom plate and the top plate at intervals;
the guide walls are arranged in an E shape and arranged between the frame columns at intervals in the longitudinal direction, and drain holes are formed in the guide walls.
Preferably, a reinforcing layer is further laid between the bottom isolating layer and the bottom plate.
Preferably, horizontal middle part in the bottom plate has arranged horizontal upper rib of bottom plate and the horizontal lower floor muscle of bottom plate, still have arranged the longitudinal upper rib of twice bottom plate and the vertical lower floor muscle of bottom plate along vertical parallel arrangement respectively in the bottom plate, the tip of horizontal upper rib of bottom plate and the vertical upper rib of bottom plate all stretches into during the lateral wall ordinary concrete, the tip of the horizontal lower floor muscle of bottom plate and the vertical lower floor muscle of bottom plate all stretches into in the outer wall toughness cement-based material.
Preferably, the edge of the bottom plate and the pool wall are further provided with a bottom plate edge upper layer rib and a bottom plate edge lower layer rib at intervals.
Preferably, horizontal upper rib and the horizontal lower floor muscle of roof are arranged to horizontal middle part in the roof, still have two roof longitudinal upper rib and the vertical lower floor muscle of roof along vertical parallel arrangement respectively in the roof, the tip of the horizontal upper rib of roof and the vertical upper rib of roof all stretches into lateral wall ordinary concrete, the tip of the horizontal lower floor muscle of roof and the vertical lower floor muscle of roof all stretches into in the outer wall toughness cement-based material.
Preferably, a top plate edge upper layer rib and a top plate edge lower layer rib are arranged between the edge of the top plate and the pool wall at intervals.
Preferably, a reinforcing wall is longitudinally arranged in the middle of the ultra-long underground clean water tank, and the reinforcing wall is a double wall.
Preferably, the bottom plate at the position of the reinforcing wall is also provided with a bottom plate upper layer additional rib and a bottom plate lower layer additional rib.
Preferably, the bottom end of the outer side of the pool wall is further provided with a pool wall external extending plate, and the pool wall external extending plate is made of common concrete materials.
Compared with the prior art, the utility model discloses a characteristics and beneficial effect do:
(1) the utility model provides a novel overlength underground clean water basin sets up the isolation layer between the bed course of clean water basin and the bottom plate, and the pool wall is equipped with the lateral wall steel reinforcement cage in the lateral wall concrete by outer wall cement-based material and the ordinary concrete of lateral wall that set gradually to interior. Thereby improving the anti-cracking performance of the concrete of the clean water tank. And meanwhile, a frame column is poured between the bottom plate and the top plate, so that the stability of the integral structure of the clean water tank is improved.
(2) The utility model discloses an overlength clean water basin still sets up horizontal reinforcing bar, vertical reinforcing bar and additional muscle in bottom plate and roof, guarantees the bulk rigidity of bottom plate and roof.
Drawings
Fig. 1 is a schematic plan view of an ultralong clean water tank.
Fig. 2 is a schematic view of the cross-sectional structure 1-1 in fig. 1.
Fig. 3 is an enlarged schematic view of a portion a of fig. 2.
Fig. 4 is a schematic structural diagram of the base plate.
Fig. 5 is a schematic view of the structure of part B in fig. 4.
Fig. 6 is a schematic structural view of the top plate.
Fig. 7 is a schematic structural view of a portion C in fig. 6.
The attached drawings are marked as follows: 1-cushion layer, 2-bottom plate, 3-pool wall, 4-top plate, 5-frame column, 6-guide wall, 8-bottom isolation layer, 9-outer wall toughness cement-based material, 10-side wall reinforcement cage, 12-side wall common concrete, 13-reinforcing layer, 14-bottom plate transverse upper layer reinforcement, 15-bottom plate transverse lower layer reinforcement, 16-bottom plate longitudinal upper layer reinforcement, 17-bottom plate longitudinal lower layer reinforcement, 18-bottom plate edge upper layer reinforcement, 19-bottom plate edge lower layer reinforcement, 20-top plate transverse upper layer reinforcement, 21-top plate transverse lower layer reinforcement, 22-top plate longitudinal upper layer reinforcement, 23-top plate longitudinal lower layer reinforcement, 24-top plate edge upper layer reinforcement, 25-top plate edge lower layer reinforcement, 26-reinforcing wall, 28-vent hole, 29-external extending plates of the tank wall, 30-upper layer additional ribs of the bottom plate and 31-lower layer additional ribs of the bottom plate.
Detailed Description
In order to make the technical means, innovative features, objectives and functions realized by the present invention easy to understand, the present invention will be further described below.
The embodiments described herein are specific embodiments of the present invention, and are intended to be illustrative of the concepts of the present invention, which are intended to be illustrative and exemplary, and should not be construed as limiting the scope of the embodiments of the present invention. In addition to the embodiments described herein, those skilled in the art will be able to employ other technical solutions which are obvious based on the disclosure of the claims and the specification of the present application, and these technical solutions include technical solutions which make any obvious replacement or modification for the embodiments described herein.
In the description of the present invention, it should be noted that the terms "upper", "lower", "inner", "outer", "front end", "rear end", "both ends", "one end", "the other end" and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplification of description, but do not indicate or imply that the device or element to which the reference is made must have a specific orientation, be constructed in a specific orientation, and be operated, and thus, should not be construed as limiting the present invention. Furthermore, the terms "first" and "second" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.
In the description of the present invention, it is to be noted that, unless otherwise explicitly specified or limited, the terms "mounted," "disposed," "connected," and the like are to be construed broadly, and for example, "connected" may be either fixedly connected or detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present invention can be understood in specific cases to those skilled in the art.
As shown in fig. 1 to 7, the ultralong underground clean water tank comprises a cushion layer 1, a bottom plate 2, a tank wall 3, a top plate 4, frame columns 5 and a guide wall 6. The bed course 1 is toughness cement-based material, and the top of bed course 1 still is equipped with bottom isolation layer 8, not only can reduce the cushion effect to bottom plate 2 when the water in the clear water pond flows. And the toughness of the floor concrete can be enhanced. The bottom barrier layer 8 is preferably a fine sand layer. The bottom plate 2 is made of fair-faced concrete and is laid on the top of the bottom isolation layer 8. A reinforcing layer 13 is further laid between the bottom isolating layer 8 and the bottom plate 2 and used for reinforcing the rigidity of the bottom plate 2. The reinforcement layer 13 is preferably a cement mortar layer. The pool wall 3 comprises an outer wall toughness cement-based material 9 and side wall common concrete 12 which are sequentially arranged from outside to inside, and a side wall reinforcement cage 10 is arranged in the outer wall toughness cement-based material 9 and used for bearing concrete tensile stress and shear stress, so that the toughness of the pool wall concrete can be enhanced, and the crack resistance of the concrete is increased. The bottom end of the outer side of the pool wall 3 is also provided with a pool wall external extension plate 29, and the pool wall external extension plate 29 is made of common concrete materials. The top plate 4 is connected between the tops of the pool walls 3 and is made of fair-faced concrete, and the top plate 4 is provided with a vent hole 28. Frame posts 5 are spaced apart between the top of the base plate 2 and the top plate 4. The guide walls 6 are arranged in an E shape and are arranged between the frame columns 5 which are longitudinally spaced, and drain holes are formed in the guide walls 6.
Horizontal upper rib 14 and the horizontal lower floor muscle 15 of bottom plate on the bottom plate is arranged to horizontal middle part in the bottom plate 2, still has arranged the longitudinal parallel arrangement twice bottom plate respectively in the bottom plate 2 and indulges upper rib 16 and the vertical lower floor muscle 17 of bottom plate, and the horizontal upper rib 14 of bottom plate and the tip of the vertical upper rib 16 of bottom plate all stretch into lateral wall ordinary concrete 12, and the horizontal lower floor muscle 15 of bottom plate and the tip of the vertical lower floor muscle 17 of bottom plate all stretch into in the outer wall toughness cement-based material 9. And a bottom plate edge upper layer rib 18 and a bottom plate edge lower layer rib 19 are arranged between the edge of the bottom plate 2 and the pool wall 3 at intervals and are used for bearing the tensile stress of concrete and preventing the crack phenomenon caused by temperature change, concrete shrinkage and the like.
Horizontal middle part in roof 4 has arranged horizontal upper rib 20 of roof and the horizontal lower floor muscle 21 of roof, has still arranged the longitudinal upper rib 22 of twice roof and the vertical lower floor muscle 23 of roof along vertical parallel arrangement respectively in roof 4, and the tip of the horizontal upper rib 20 of roof and the vertical upper rib 22 of roof all stretches into lateral wall ordinary concrete 12, and the tip of the horizontal lower floor muscle 21 of roof and the vertical lower floor muscle 23 of roof all stretches into in the outer wall toughness cement-based material 9. Between the edge of the top plate 4 and the pool wall 3, a top plate edge upper layer rib 24 and a top plate edge lower layer rib 25 are arranged at intervals, are used for bearing the tensile stress of concrete, and can also prevent the crack phenomenon caused by temperature change, concrete shrinkage and the like.
The middle part of the super-long underground clean water tank is longitudinally provided with a reinforcing wall 26, and the reinforcing wall 26 is a double wall. The bottom plate 2 at the position of the reinforced wall 26 is also provided with a bottom plate upper layer additional rib 30 and a bottom plate lower layer additional rib 31 which are used for enhancing the tensile stress borne by the bottom plate concrete and preventing the crack phenomenon caused by the temperature change, the concrete shrinkage and the like.
The above embodiments are merely illustrative of the preferred embodiments of the present invention, and are not intended to limit the scope of the present invention, and various modifications and improvements made by those skilled in the art without departing from the spirit of the present invention should fall within the protection scope defined by the claims.
Claims (9)
1. An ultralong underground clean water basin, characterized by comprising:
the cushion layer (1) is made of a tough cement-based material, and the top of the cushion layer (1) is also provided with a bottom isolating layer (8);
the bottom plate (2) is made of fair-faced concrete and is paved on the top of the bottom isolation layer (8);
the pool wall (3) comprises an outer wall toughness cement-based material (9) and side wall common concrete (12) which are sequentially arranged from outside to inside, and a side wall reinforcement cage (10) is arranged in the outer wall toughness cement-based material (9);
the top plate (4) is connected between the tops of the pool walls (3) and is made of fair-faced concrete materials, and vent holes (28) are formed in the top plate (4);
the frame columns (5) are arranged between the top of the bottom plate (2) and the top plate (4) at intervals;
the guide walls (6) are arranged in an E shape and are arranged between the frame columns (5) at intervals in the longitudinal direction, and drain holes are formed in the guide walls (6).
2. An ultralong underground clean water basin according to claim 1, characterized in that: and a reinforcing layer (13) is further laid between the bottom isolating layer (8) and the bottom plate (2).
3. An ultralong underground clean water basin according to claim 1, characterized in that: horizontal upper rib (14) and the horizontal lower floor muscle (15) of bottom plate on the bottom plate is arranged to horizontal middle part in bottom plate (2), still arrange twice bottom plate longitudinal upper rib (16) and the vertical lower floor muscle (17) of bottom plate along vertical parallel respectively in bottom plate (2), the tip of horizontal upper rib (14) of bottom plate and the vertical upper rib (16) of bottom plate all stretches into lateral wall ordinary concrete (12), the tip of the horizontal lower floor muscle (15) of bottom plate and the vertical lower floor muscle (17) of bottom plate all stretches into in outer wall toughness cement-based material (9).
4. An ultralong underground clean water basin according to claim 3, characterized in that: and an upper rib (18) at the edge of the bottom plate and a lower rib (19) at the edge of the bottom plate are arranged between the edge of the bottom plate (2) and the pool wall (3) at intervals.
5. An ultralong underground clean water basin according to claim 1, characterized in that: transverse middle parts in the top plate (4) are arranged with transverse upper-layer ribs (20) of the top plate and transverse lower-layer ribs (21) of the top plate, two longitudinal upper-layer ribs (22) of the top plate and longitudinal lower-layer ribs (23) of the top plate are arranged in the top plate (4) along longitudinal parallel respectively, the ends of the transverse upper-layer ribs (20) of the top plate and the longitudinal upper-layer ribs (22) of the top plate all stretch into the side wall common concrete (12), and the ends of the transverse lower-layer ribs (21) of the top plate and the longitudinal lower-layer ribs (23) of the top plate all stretch into the outer wall toughness cement-based material (9).
6. An ultralong underground clean water basin according to claim 5, characterized in that: and a top plate edge upper layer rib (24) and a top plate edge lower layer rib (25) are arranged between the edge of the top plate (4) and the pool wall (3) at intervals.
7. An ultralong underground clean water basin according to claim 1, characterized in that: the middle part of the super-long underground clean water tank is longitudinally provided with a reinforcing wall (26), and the reinforcing wall (26) is a double wall.
8. An ultralong underground clean water basin according to claim 7, characterized in that: and the bottom plate (2) at the position of the reinforcing wall (26) is also provided with a bottom plate upper layer additional rib (30) and a bottom plate lower layer additional rib (31).
9. An ultralong underground clean water basin according to claim 1, characterized in that: the bottom outside the pool wall (3) is also provided with a pool wall external extension plate (29), and the pool wall external extension plate (29) is made of common concrete material.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921111613.7U CN210238738U (en) | 2019-07-16 | 2019-07-16 | Super-long underground clean water tank |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921111613.7U CN210238738U (en) | 2019-07-16 | 2019-07-16 | Super-long underground clean water tank |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210238738U true CN210238738U (en) | 2020-04-03 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921111613.7U Active CN210238738U (en) | 2019-07-16 | 2019-07-16 | Super-long underground clean water tank |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210238738U (en) |
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2019
- 2019-07-16 CN CN201921111613.7U patent/CN210238738U/en active Active
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