CN215166672U - Subside advanced stagnant water anti-seepage concrete structure of post-cast strip - Google Patents
Subside advanced stagnant water anti-seepage concrete structure of post-cast strip Download PDFInfo
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- CN215166672U CN215166672U CN202121207960.7U CN202121207960U CN215166672U CN 215166672 U CN215166672 U CN 215166672U CN 202121207960 U CN202121207960 U CN 202121207960U CN 215166672 U CN215166672 U CN 215166672U
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Abstract
The utility model provides a post-settlement casting belt advanced water-stop and anti-seepage concrete structure, which belongs to the field of building structures and comprises a settlement mechanism and an anti-seepage mechanism, wherein the settlement mechanism comprises a cushion layer, a first reinforcing mesh, a second reinforcing mesh, a foam board and a third reinforcing mesh, the first reinforcing mesh and the second reinforcing mesh are symmetrically fixed on an outer wall main body, a plurality of first through holes are arranged on the surface of a first pipe body, two ends of a second pipe body are fixed on the surfaces of two support plates, the second pipe body is sleeved outside the first pipe body, a plurality of second through holes are arranged on the surface of the second pipe body, the second through holes are arranged corresponding to the first through holes, a motor is fixed on one side of the support plate opposite to the first pipe body, and the motor is in transmission connection with the first pipe body, this advance stagnant water anti-seepage concrete structure of post-cast strip subsides can carry out the benefit to the crack automatically and glue waterproof, and is sealed effectual.
Description
Technical Field
The utility model relates to a building structure field particularly, relates to a subside advanced stagnant water anti-infiltration concrete structure of post-cast strip.
Background
The post-cast strip is a concrete strip reserved at corresponding positions of a foundation slab, a wall and a beam according to design or construction specification requirements for preventing harmful cracks possibly generated by uneven self shrinkage or uneven settlement of a cast-in-place reinforced concrete structure in building construction, and can perform subsequent processes of outer wall waterproofing, earthwork backfilling and the like after a foundation is finished. And after the main body is finished, pouring concrete of the post-cast strip. Such a water stop used at the post-cast position and cast prior to the post-cast is called a leading water stop.
The advanced water stop is different along with the sinking speed of the building main bodies on the two sides, the foam partition plate inside the advanced water stop is cracked between the foam partition plate and concrete, although the foam plate can be sealed by the expansion water stop, the expansion effect is limited, and the water leakage phenomenon can occur.
SUMMERY OF THE UTILITY MODEL
In order to compensate the above deficiency, the utility model provides a subside advanced stagnant water anti-seepage concrete structure of post-cast strip has solved along with the problem that leaks takes place for the inside fracture of the stagnant water that sinks of building subject.
The utility model discloses a realize like this:
the utility model provides a subside advanced stagnant water anti-seepage concrete structure of post-cast strip, including subsiding mechanism and prevention of seepage mechanism.
The settlement mechanism comprises a cushion layer, a first reinforcing mesh, a second reinforcing mesh, a foam board and a third reinforcing mesh, wherein the cushion layer is laid between two settlement main building outer walls, the first reinforcing mesh and the second reinforcing mesh are symmetrically fixed on the outer wall main bodies, the foam board is fixed between the first reinforcing mesh and the second reinforcing mesh, and the third reinforcing mesh is fixed above the first reinforcing mesh and the second reinforcing mesh.
The anti-seepage mechanism comprises two support plates, a first pipe body, a second pipe body and a motor, wherein the two support plates are fixed above the foam plate between the first reinforcing mesh and the second reinforcing mesh, two ends of the first pipe body are rotatably connected to the surfaces of the two support plates, a plurality of first through holes are formed in the surface of the first pipe body, two ends of the second pipe body are fixed to the surfaces of the two support plates, the second pipe body is sleeved outside the first pipe body, a plurality of second through holes are formed in the surface of the second pipe body, the second through holes correspond to the first through holes in position, the motor is fixed on one side, opposite to the first pipe body, of the support plates, and the motor is in transmission connection with the first pipe body.
In an embodiment of the present invention, a rubber water stop is embedded under the foam board on the surface of the cushion layer.
In one embodiment of the present invention, water stop plates are installed on both sides of the third steel bar net, and one side of the water stop plate is poured in the outer wall main body.
In an embodiment of the present invention, a bearing seat is embedded on the surface of the support plate, and the first pipe body is fixed in the bearing seat.
The utility model discloses an in the embodiment, the adapter sleeve is installed to motor one end, the motor passes through the adapter sleeve is fixed extension board one side.
In an embodiment of the present invention, a timing switch is installed on one side of the support plate, and the timing switch is electrically connected to the motor.
In an embodiment of the present invention, a waterproof layer is laid on the surface of the cushion layer.
In an embodiment of the present invention, a cover plate is disposed above the third reinforcing mesh, and the cover plate is lapped on the surface of the outer wall main body.
In an embodiment of the present invention, the first pipe body is kept away from the one end of the motor is installed with the inlet pipe, and the inlet pipe one end is equipped with the tube cap.
In an embodiment of the present invention, the first pipe body is far away from the end of the inlet pipe, and the connecting rod is installed at the end of the inlet pipe, and the connecting rod passes through the extension plate and the motor fixed connection.
The utility model has the advantages that: the advanced water-stop and anti-seepage concrete structure of the subsided post-cast strip is obtained by the design, the first reinforcing mesh and the second reinforcing mesh are poured, concrete layers on the first reinforcing mesh and the second reinforcing mesh are separated by the foam board, and then the concrete layers on two sides of the foam board can be independently settled without causing middle cracking, when the two sides of the foam board begin to subside, cracks are generated on the two sides of the foam board, the motor drives the first pipe body to rotate, the waterproof glue in the first pipe body flows out to fill the cracks after the first through hole on the surface of the first pipe body is rotated to the second through hole on the surface of the second pipe body, after the sedimentation is finished, the anti-seepage mechanism is removed, a post-cast strip is poured on the third steel bar net for sealing, this advance stagnant water anti-seepage concrete structure of post-cast strip subsides can carry out the benefit to the crack automatically and glue waterproof, and is sealed effectual.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings that are required to be used in the embodiments will be briefly described below, it should be understood that the following drawings only illustrate some embodiments of the present invention, and therefore should not be considered as limiting the scope, and for those skilled in the art, other related drawings can be obtained according to the drawings without inventive efforts.
Fig. 1 is a first view structural diagram of a post-settlement casting belt advanced water-stop anti-seepage concrete structure provided by an embodiment of the application;
FIG. 2 is a structural diagram of a second view angle of a post-settlement casting belt advanced water-stop anti-seepage concrete structure provided by the embodiment of the application;
fig. 3 is a schematic structural view of a first pipe according to an embodiment of the present disclosure;
fig. 4 is a schematic structural view of a second tube according to an embodiment of the present disclosure.
In the figure: 100-a sedimentation mechanism; 110-a cushion layer; 111-rubber waterstops; 112-a waterproof layer; 120-a first rebar grid; 130-a second mesh reinforcement; 140-foam board; 150-a third reinforcing mesh; 151-water stop plate; 152-a cover plate; 200-an anti-seepage mechanism; 210-a support plate; 212-a time switch; 220-a first tube; 221-a first via; 223-a feed pipe; 2231-a tube cover; 224-a connecting rod; 230-a second tube; 231-second via holes; 240-motor; 241-connecting sleeve.
Detailed Description
To make the objects, technical solutions and advantages of the embodiments of the present invention clearer, the drawings of the embodiments of the present invention are combined to clearly and completely describe the technical solutions of the embodiments of the present invention, and obviously, the described embodiments are some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Thus, the following detailed description of the embodiments of the present invention, presented in the accompanying drawings, is not intended to limit the scope of the invention, as claimed, but is merely representative of selected embodiments of the invention. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
It should be noted that: like reference numbers and letters refer to like items in the following figures, and thus, once an item is defined in one figure, it need not be further defined and explained in subsequent figures.
In the description of the present invention, it is to be understood that the terms "center", "longitudinal", "lateral", "length", "width", "thickness", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", "clockwise", "counterclockwise", 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 to simplify the description, but do not indicate or imply that the device or element referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore should not be construed as limiting the present invention.
Furthermore, the terms "first", "second" and "first" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include one or more of that feature. In the description of the present invention, "a plurality" means two or more unless specifically limited otherwise.
In the present invention, unless otherwise expressly stated or limited, the terms "mounted," "connected," and "fixed" are to be construed broadly and may, for example, be fixedly connected, detachably connected, or integrally formed; either directly or indirectly through intervening media, either internally or in any other relationship. The specific meaning of the above terms in the present invention can be understood according to specific situations by those skilled in the art.
In the present disclosure, unless expressly stated or limited otherwise, the first feature "on" or "under" the second feature may comprise direct contact between the first and second features, or may comprise contact between the first and second features not directly. Also, the first feature being "on," "above" and "over" the second feature includes the first feature being directly on and obliquely above the second feature, or merely indicating that the first feature is at a higher level than the second feature. A first feature being "under," "below," and "beneath" a second feature includes the first feature being directly under and obliquely below the second feature, or simply meaning that the first feature is at a lesser elevation than the second feature.
Examples
Referring to fig. 1, the present invention provides a technical solution: the advanced water-stop anti-seepage concrete structure of the post-cast strip comprises a sedimentation mechanism 100 and an anti-seepage mechanism 200, wherein the anti-seepage mechanism 200 is fixed on the surface of the sedimentation mechanism 100.
Referring to fig. 1 and 2, the settling mechanism 100 includes a cushion layer 110, a first reinforcing mesh 120, a second reinforcing mesh 130, a foam board 140 and a third reinforcing mesh 150, the cushion layer 110 is laid between two exterior walls of a settling main building, a rubber water stop 111 is embedded below the foam board 140 on the surface of the cushion layer 110, a waterproof layer 112 is laid on the surface of the cushion layer 110, the first reinforcing mesh 120 and the second reinforcing mesh 130 are symmetrically fixed on the exterior wall main body, the foam board 140 is fixed between the first reinforcing mesh 120 and the second reinforcing mesh 130, the third reinforcing mesh 150 is fixed above the first reinforcing mesh 120 and the second reinforcing mesh 130, the water stop 151 is mounted on two sides of the third reinforcing mesh 150, one side of the water stop 151 is poured into the exterior wall main body, a cover plate 152 is arranged above the third reinforcing mesh 150, and the cover plate 152 is lapped on the exterior wall main body surface.
Referring to fig. 1, 2, 3 and 4, the anti-seepage mechanism 200 includes two brackets 210, a first pipe 220, a second pipe 230 and a motor 240, the two brackets 210 are fixed above the foam board 140 between the first mesh reinforcement 120 and the second mesh reinforcement 130, a bearing seat is embedded in the surface of the bracket 210, a timing switch 212 is installed on one side of the bracket 210, the timing switch 212 is electrically connected with the motor 240, the timing switch 212 can timely compensate for cracks according to the main body sinking period, the first pipe 220 is fixed in the bearing seat, two ends of the first pipe 220 are rotatably connected to the surfaces of the two brackets 210, a plurality of first through holes 221 are formed in the surface of the first pipe 220, a feed pipe 223 is installed at one end of the first pipe 220 away from the motor 240, a pipe cover 2231 is arranged at one end of the feed pipe 223, the feed pipe penetrates through the outer sides of the brackets 210 from the inside the bearing seat of the shaft 223, waterproof glue can be injected into the first pipe 220 from the feed pipe 223, the end of the first tube 220 far away from the feeding tube 223 is provided with a connecting rod 224, the connecting rod 224 passes through the support plates 210 and is fixedly connected with a motor 240, two ends of the second tube 230 are fixed on the surfaces of the two support plates 210, the second tube 230 is sleeved outside the first tube 220, the surface of the second tube 230 is provided with a plurality of second through holes 231, the second through holes 231 are arranged corresponding to the positions of the first through holes 221, the motor 240 is fixed on one side of the support plates 210 opposite to the first tube 220, the motor 240 is in transmission connection with the first tube 220, one end of the motor 240 is provided with a connecting sleeve 241, and the motor 240 is fixed on one side of the support plates 210 through the connecting sleeve 241.
Specifically, this kind of subsides post-cast strip advance stagnant water anti-seepage concrete structure's theory of operation: when the anti-seepage device is in use, the first reinforcing mesh 120 and the second reinforcing mesh 130 are poured, concrete layers on the first reinforcing mesh 120 and the second reinforcing mesh 130 are separated by the foam board 140, and then the mud mixture layers on two sides of the foam board 140 can be independently settled without causing middle cracking, when two sides of the foam board 140 begin to settle, cracks are generated on two sides of the foam board 140, the motor 240 drives the first pipe 220 to rotate, the first through hole 221 on the surface of the first pipe 220 is rotated to the second through hole 231 on the surface of the second pipe 230, the waterproof glue in the first pipe 220 flows out to fill the cracks, after the settlement is completed, the anti-seepage device 200 is removed, and a pouring belt is poured on the third reinforcing mesh 150 for sealing.
The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention, and various modifications and changes may be made by those skilled in the art. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (10)
1. A post-subsidence pouring belt advanced water-stopping anti-seepage concrete structure is characterized by comprising
A settlement mechanism (100), wherein the settlement mechanism (100) comprises a cushion layer (110), a first reinforcing mesh (120), a second reinforcing mesh (130), a foam board (140) and a third reinforcing mesh (150), the cushion layer (110) is laid between two settlement main building outer walls, the first reinforcing mesh (120) and the second reinforcing mesh (130) are symmetrically fixed on the outer wall main bodies, the foam board (140) is fixed between the first reinforcing mesh (120) and the second reinforcing mesh (130), and the third reinforcing mesh (150) is fixed above the first reinforcing mesh (120) and the second reinforcing mesh (130);
the anti-seepage mechanism (200) comprises two struts (210), a first pipe body (220), a second pipe body (230) and a motor (240), wherein the two struts (210) are fixed above the foam plate (140) between the first reinforcing mesh (120) and the second reinforcing mesh (130), two ends of the first pipe body (220) are rotatably connected to the surfaces of the two struts (210), a plurality of first through holes (221) are formed in the surface of the first pipe body (220), two ends of the second pipe body (230) are fixed to the surfaces of the two struts (210), the second pipe body (230) is sleeved outside the first pipe body (220), a plurality of second through holes (231) are formed in the surface of the second pipe body (230), and the positions of the second through holes (231) and the first through holes (221) correspond to each other, the motor (240) is fixed on one side of the support plate (210) opposite to the first pipe body (220), and the motor (240) is in transmission connection with the first pipe body (220).
2. The structure of the post-cast strip advancing water-stop and anti-seepage concrete according to claim 1, characterized in that a rubber water stop (111) is embedded under the foam board (140) on the surface of the cushion layer (110).
3. The structure of the post-settlement cast-in-advance water-stop and anti-seepage concrete according to claim 1, wherein water stop plates (151) are installed on both sides of the third reinforcing mesh (150), and one side of each water stop plate (151) is poured into the outer wall body.
4. The structure of the post-settlement casting leading water and anti-seepage concrete as claimed in claim 1, wherein a bearing seat is embedded in the surface of the support plate (210), and the first pipe body (220) is fixed in the bearing seat.
5. The structure of the post-cast strip advancing water-stop anti-seepage concrete as claimed in claim 1, wherein a connecting sleeve (241) is installed at one end of the motor (240), and the motor (240) is fixed on one side of the support plate (210) through the connecting sleeve (241).
6. The structure of the post-settlement casting leading water and anti-seepage concrete as claimed in claim 1, wherein a timing switch (212) is installed on one side of the support plate (210), and the timing switch (212) is electrically connected with the motor (240).
7. The advanced water stop and seepage prevention concrete structure of the post-settlement casting strip as claimed in claim 1, wherein a waterproof layer (112) is laid on the surface of the bedding layer (110).
8. The structure of the post-settlement casting leading water and anti-seepage concrete according to claim 1, wherein a cover plate (152) is provided above the third reinforcing mesh (150), and the cover plate (152) is built on the surface of the outer wall body.
9. The advanced water-stop and anti-seepage concrete structure of the post-settlement casting belt according to claim 1, wherein a feed pipe (223) is installed at one end of the first pipe body (220) far away from the motor (240), and a pipe cover (2231) is arranged at one end of the feed pipe (223).
10. The structure of the post-settlement casting leading water and anti-seepage concrete as claimed in claim 9, wherein the end of the first pipe body (220) far away from the feeding pipe (223) is provided with a connecting rod (224), and the connecting rod (224) passes through the support plate (210) and is fixedly connected with the motor (240).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121207960.7U CN215166672U (en) | 2021-06-01 | 2021-06-01 | Subside advanced stagnant water anti-seepage concrete structure of post-cast strip |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121207960.7U CN215166672U (en) | 2021-06-01 | 2021-06-01 | Subside advanced stagnant water anti-seepage concrete structure of post-cast strip |
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| CN215166672U true CN215166672U (en) | 2021-12-14 |
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| CN202121207960.7U Expired - Fee Related CN215166672U (en) | 2021-06-01 | 2021-06-01 | Subside advanced stagnant water anti-seepage concrete structure of post-cast strip |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN118065494A (en) * | 2024-04-17 | 2024-05-24 | 中国建筑第五工程局有限公司 | Basement outer wall connection seepage prevention structure |
-
2021
- 2021-06-01 CN CN202121207960.7U patent/CN215166672U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN118065494A (en) * | 2024-04-17 | 2024-05-24 | 中国建筑第五工程局有限公司 | Basement outer wall connection seepage prevention structure |
| CN118065494B (en) * | 2024-04-17 | 2024-06-18 | 中国建筑第五工程局有限公司 | Basement outer wall connection seepage prevention structure |
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| GR01 | Patent grant | ||
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20211214 |
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| CF01 | Termination of patent right due to non-payment of annual fee |