CN212377463U - Connecting structure of wall-through embedded sleeve and water stop steel plate - Google Patents
Connecting structure of wall-through embedded sleeve and water stop steel plate Download PDFInfo
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- CN212377463U CN212377463U CN202020632327.1U CN202020632327U CN212377463U CN 212377463 U CN212377463 U CN 212377463U CN 202020632327 U CN202020632327 U CN 202020632327U CN 212377463 U CN212377463 U CN 212377463U
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- wall
- stagnant water
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- pterygoid lamina
- socket joint
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Abstract
The utility model discloses a connection structure of pre-buried sleeve pipe of wall and stagnant water steel sheet, radially be provided with socket joint formula stagnant water pterygoid lamina on the pre-buried sheathed tube outer wall of wall follow it and set up the pterygoid lamina abdominal cavity to set up the direction on the socket joint formula stagnant water pterygoid lamina, the stagnant water steel sheet is established through inserting socket joint formula stagnant water pterygoid lamina mode in the pterygoid lamina abdominal cavity with the pre-buried bushing connection of wall is worn the stagnant water steel sheet is inserted and is established back in the socket department between them flexible chance water expanding material of filling, it still is provided with stagnant water wing ring along circumference on the pre-buried sheathed tube outer wall of wall to wear, stagnant water wing ring with the socket joint formula stagnant water pterygoid lamina is. The utility model discloses saved the welding, the construction is simple swift, and can reach better stagnant water effect.
Description
Technical Field
The utility model relates to a civil engineering, municipal construction's technical field especially relates to a connection structure of wall embedded bushing and stagnant water steel sheet.
Background
In some water-carrying buildings such as municipal water supply and drainage structures and the like, a large number of wall-penetrating pipelines exist, the existing construction method is to reserve pipeline installation positions through pre-buried waterproof sleeves during structural construction, and meanwhile, construction joints are inevitably reserved during construction. In order to ensure that the construction joint is watertight, a continuous water-stopping steel plate needs to be arranged at the construction joint, so that the position of the water-stopping steel plate conflicts with the position of the embedded waterproof casing, the water-stopping steel plate needs to be disconnected and the waterproof casing is arranged, the connection between the water-stopping steel plate and the embedded waterproof casing is usually welded, but the water-stopping steel plate belongs to a thin steel plate and is influenced by factors such as site construction conditions, the technical level of welding workers and the like, the situations that the form of the water-stopping steel plate is not matched with the wing circle of the waterproof casing and the like may occur, and quality problems such as welding leakage, slag inclusion, air holes, burning through and the like are easy to. In addition, as the size of a part of waterproof sleeves is large and difficult to fix, and the size and the structure of a part of water supply and drainage structure are special, the construction is time-consuming and labor-consuming.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a connection structure of wall embedded sleeve and stagnant water steel sheet, this connection structure has saved the welding, and the construction is simple swift, and can reach better stagnant water effect.
The utility model discloses a following technical scheme realizes:
the utility model provides a connection structure of pre-buried sleeve pipe of wall and stagnant water steel sheet, radially be provided with socket joint formula stagnant water pterygoid lamina on the outer wall of pre-buried sleeve pipe of wall the pterygoid lamina abdominal cavity has been seted up along its direction of setting up on the socket joint formula stagnant water pterygoid lamina, the stagnant water steel sheet is through inserting and establishing the socket joint formula stagnant water pterygoid lamina the mode in the pterygoid lamina abdominal cavity with the pre-buried sleeve pipe of wall is worn to connect stagnant water steel sheet inserts and establishes back in the socket joint of socket joint formula stagnant water pterygoid lamina is filled flexible water-swelling material in socket department between them, still be provided with stagnant water wing ring along circumference on the pre-buried sleeve pipe of wall.
Furthermore, a hanging ring is arranged on the water stopping wing ring.
Furthermore, socket joint formula stagnant water pterygoid lamina is nonlinear and its bending towards the upstream face.
Further, the socket joint formula stagnant water pterygoid lamina is the U-shaped.
Compared with the prior art, the utility model discloses following beneficial effect has at least:
1) the utility model arranges the water stop wing plate on the wall-through embedded sleeve, thereby leading the water stop steel plate to be connected with the wall-through embedded sleeve in a way of being inserted in the wing plate abdominal cavity of the socket joint type water stop wing plate, saving welding, having simple and rapid construction and achieving better water stop effect;
2) the utility model has the advantages that the annular socket joint type wing ring structure is arranged outside the wall-through embedded sleeve, so that the water seepage path of water flow is prolonged, and the purpose of improving the water stopping effect is achieved;
3) the utility model discloses a link that sets up on the wall bushing embedded sleeve solves waterproof bushing installation and fixed unsafe problem, improves waterproof bushing installation precision, improves wall bushing embedded sleeve's stagnant water effect.
Drawings
Fig. 1 is a schematic structural view of a wall-penetrating embedded sleeve and a water stop steel plate in an embodiment of the present invention;
fig. 2 is the embodiment of the utility model provides a wall bushing is connected with stagnant water steel sheet's schematic structure.
Detailed Description
The following description is made with reference to the accompanying drawings and examples, but not to be construed as limiting the invention.
In the description of the present invention, the terms "lateral", "longitudinal", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", etc. indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplicity of description, and 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.
See fig. 1, the utility model provides a connection structure of wall bushing and stagnant water steel sheet, including wall bushing 1 and stagnant water steel sheet 4. In order to solve the problem that there is the conflict in stagnant water steel sheet 4 and wall embedded sleeve 1 position, this embodiment is provided with two piece socket joint formula stagnant water pterygoid lamina 2 along radial symmetry on wall embedded sleeve 1's outer wall, set up pterygoid lamina abdominal cavity 6 along its direction of setting up on socket joint formula stagnant water pterygoid lamina 2, stagnant water steel sheet 4 is connected with wall embedded sleeve 1 through inserting the mode of establishing in the pterygoid lamina abdominal cavity 6 of socket joint formula stagnant water pterygoid lamina 2, like this when needs set up continuous stagnant water steel sheet 4 in construction joint department, it can in socket joint formula stagnant water pterygoid lamina 2 directly to insert stagnant water steel sheet 4, traditional welding has been saved, the construction is simple swift, and can reach better stagnant water effect. In addition, in order to further improve the water stopping effect, after the water stopping steel plate 4 is inserted into the socket type water stopping wing plate 2, the socket openings of the two are filled with the flexible water-swelling material 7. In order to improve the connection firmness of the two and enhance the water stopping effect, the socket joint type water stopping wing plate 2 is nonlinear and is bent towards the upstream face. In the present embodiment, the spigot-and-socket water stop wing plate 2 is provided in a U shape.
Still be provided with stagnant water wing ring 5 along circumference on the outer wall of wall embedded sleeve 1, thereby stagnant water wing ring 5 makes stagnant water wing ring 5 and socket joint formula stagnant water wing plate 2 will wrap up wall embedded sleeve 1 in its inboard with two socket joint formula stagnant water wing plate 2 connections. The arrangement of the water stopping wing ring 5 can realize better water stopping effect by prolonging the path of water flow. In addition, in order to better fix the wall bushing 1, a hanging ring 3 is arranged on the water stop wing ring 5.
When the construction joint of the structure is constructed, the wall-penetrating embedded sleeve 1 is fixed through the hanging ring 3 according to the position of a pipeline, and then the water stop steel plate 4 is connected with the wall-penetrating embedded sleeve 1 in a manner of being inserted into the socket type water stop wing plate 2. And because all the other positions of wall embedded sleeve 1 circumference are provided with stagnant water wing ring 5, all the other positions of wall embedded sleeve 1 circumference can realize the stagnant water function through stagnant water wing ring 5, stagnant water wing ring 5 can carry out the backstop to the rivers that wear all the other positions of wall embedded sleeve 1 circumference, and then realize better stagnant water effect through the route of extension rivers. After the water stop steel plate 4 is connected with the socket type water stop wing plate 2, the flexible water-swelling material 7 is adopted to fill the joint opening compactly, and the structure after the connection is finished is shown in figure 2.
While the foregoing is directed to the preferred embodiment of the present invention, it will be understood that the invention is not limited thereto, and that various modifications and changes can be made by those skilled in the art without departing from the principles of the invention.
Claims (4)
1. The utility model provides a connection structure of pre-buried sleeve pipe of wall and stagnant water steel sheet which characterized in that, radially be provided with socket joint formula stagnant water pterygoid lamina on the pre-buried sleeve pipe of wall the pterygoid lamina abdominal cavity has been seted up along its direction of setting up on the socket joint formula stagnant water pterygoid lamina, stagnant water steel sheet is through inserting and establishing the socket joint formula stagnant water pterygoid lamina the mode in the pterygoid lamina abdominal cavity with the pre-buried sleeve pipe of wall is connected stagnant water steel sheet inserts and establishes back in the socket joint formula stagnant water pterygoid lamina fills flexible water expanding material in the bell and spigot department between them, still be provided with stagnant water wing ring on the pre-buried sleeve pipe of wall along circumference, stagnant water wing ring with socket joint formula stagnant.
2. The structure for connecting a wall-penetrating embedded sleeve and a water-stopping steel plate as claimed in claim 1, wherein a hanging ring is arranged on the water-stopping wing ring.
3. The structure for connecting a wall-penetrating embedded sleeve and a water stop steel plate as claimed in claim 1, wherein the socket type water stop wing plate is non-linear and is bent towards the upstream face.
4. The structure for connecting a wall-penetrating embedded sleeve and a water stop steel plate as claimed in claim 3, wherein the socket type water stop wing plate is U-shaped.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020632327.1U CN212377463U (en) | 2020-04-24 | 2020-04-24 | Connecting structure of wall-through embedded sleeve and water stop steel plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020632327.1U CN212377463U (en) | 2020-04-24 | 2020-04-24 | Connecting structure of wall-through embedded sleeve and water stop steel plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212377463U true CN212377463U (en) | 2021-01-19 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020632327.1U Active CN212377463U (en) | 2020-04-24 | 2020-04-24 | Connecting structure of wall-through embedded sleeve and water stop steel plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212377463U (en) |
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2020
- 2020-04-24 CN CN202020632327.1U patent/CN212377463U/en active Active
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