CN116145789A - Assembled catch basin - Google Patents
Assembled catch basin Download PDFInfo
- Publication number
- CN116145789A CN116145789A CN202211456083.6A CN202211456083A CN116145789A CN 116145789 A CN116145789 A CN 116145789A CN 202211456083 A CN202211456083 A CN 202211456083A CN 116145789 A CN116145789 A CN 116145789A
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- CN
- China
- Prior art keywords
- well body
- hole
- outer well
- section
- holes
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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- 239000004570 mortar (masonry) Substances 0.000 claims abstract description 5
- 238000007569 slipcasting Methods 0.000 claims description 12
- 230000006978 adaptation Effects 0.000 claims description 3
- 230000000149 penetrating effect Effects 0.000 claims description 3
- 229910001220 stainless steel Inorganic materials 0.000 claims description 3
- 239000010935 stainless steel Substances 0.000 claims description 3
- 230000015572 biosynthetic process Effects 0.000 abstract description 3
- 239000002689 soil Substances 0.000 description 25
- 238000010276 construction Methods 0.000 description 13
- 239000004568 cement Substances 0.000 description 12
- 239000004566 building material Substances 0.000 description 2
- 238000006073 displacement reaction Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 239000011449 brick Substances 0.000 description 1
- 239000011469 building brick Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000012634 fragment Substances 0.000 description 1
- 230000003116 impacting effect Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/04—Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
- E03F5/0401—Gullies for use in roads or pavements
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
- Y02A20/108—Rainwater harvesting
Landscapes
- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Engineering & Computer Science (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Sewage (AREA)
Abstract
The invention discloses an assembled rainwater well, which comprises a cylindrical outer well body and a cylindrical inner well body, wherein the inner well body is matched with the outer well body, the inner well body is rotatably connected in the outer well body, the outer well body is provided with a plurality of first through holes, the first through holes penetrate through grouting pipes, the inner well body is provided with first long holes, the positions of the first long holes and the first through holes correspond to each other, one side of the first long holes, which is far away from the outer well body, is detachably connected with a cover plate, the inner side of the outer well body is provided with a containing groove, one end of the grouting pipe, which is close to the first through holes, is provided with a first flanging extending outwards, the first flanging is arranged in the containing groove, the outer well body is provided with a second long hole, the inner well body is provided with a second through hole, the second long holes and the second through holes penetrate through drain pipes, and mortar is arranged between the drain pipes and the second through holes. The invention has fast strength formation and is not easy to deform.
Description
Technical Field
The invention relates to the technical field of catch basins, in particular to an assembled catch basin.
Background
In order to adapt to the construction speed of a transformer substation which is faster and faster, the assembly type building is greatly popularized at present, so that the construction period of the transformer substation is greatly shortened, and the main characteristics of the assembly type building are that most building materials are manufactured in factories, the manufactured building materials are directly transported to a construction site by a transport vehicle and are installed and formed by workers, and the assembly type building has the characteristics of environmental protection and high speed. Wherein, in order to prevent transformer substation's ground ponding, need set up the catch basin on the ground of transformer substation, current catch basin is when being under construction, dig a foundation ditch on the ground earlier, then along the inner wall of foundation ditch building brick, the seam is pointing while building, can not have the logical seam, current catch basin construction method need be carried out by professional workman, and after the construction is accomplished, the intensity of catch basin is very low, need set up the guardrail around the catch basin, can not step down on the road, thereby generally need take several days time maintenance to make the catch basin form intensity, because the catch basin is formed by the fragment of brick, so shear resistance is poor, take place deformation easily.
Disclosure of Invention
The invention provides an assembled rainwater well, which aims to solve the defects of slow strength formation and easy deformation of the existing rainwater well construction mode, and has the advantages of fast strength formation and difficult deformation.
In order to achieve the above purpose, the invention adopts the following technical scheme:
the utility model provides an assembled catch basin, including being the outer well body of cylinder, be the interior well body of cylinder, interior well body and outer well body adaptation, and interior well body rotates to be connected in outer well body, outer well body is provided with a plurality of first via holes, first via hole passes there is the slip casting pipe, interior well body is provided with first slot hole, the position of first slot hole and first via hole corresponds, one side that outer well body was kept away from to first slot hole can be dismantled and is connected with the apron, the inboard of outer well body is provided with the holding tank, the slip casting pipe is close to the one end of first via hole and is provided with the first turn-ups of outside extension, first turn-ups sets up in the holding tank, outer well body is provided with the second slot hole, interior well body is provided with the second via hole, second slot hole and second via hole pass there is the drain pipe, be provided with the mortar between drain pipe and the second via hole.
Through above-mentioned setting, this application intensity forms soon to be difficult to deformation. Specifically, firstly, a foundation pit matched with an outer well body is dug on the ground during construction, then the outer well body is firstly placed in the foundation pit, then a grouting pipe is placed in the outer well body, the grouting pipe is inserted into soil body through a first through hole, one end of the grouting pipe is basically flush with the inner wall of the outer well body, namely, a first flanging enters a containing groove, the grouting pipe is matched with the first through hole, so that the grouting pipe can only move along the axis of the grouting pipe relative to the first through hole, the grouting pipe has better stability, the stability of the grouting pipe in the foundation pit is further improved, namely, displacement is not easy to generate in the soil body, then the inner well body is placed in the outer well body, the second through hole corresponds to the second long hole, the first through hole corresponds to the first long hole, a drain pipe is dug on the ground at the moment and is placed in the ditch, one end of the drain pipe can enter the inner well body through the second long hole and the second through hole, in the process, if the drain pipe is not aligned with the second through hole, the second through hole and the drain pipe can be aligned by rotating the inner well body, finally, the drain pipe can smoothly pass through the second through hole, mortar is filled between the second through hole and the drain pipe, so that rainwater in a soil body is prevented from flowing backwards, the grouting pump can be connected with the end part of the grouting pipe through the first long hole, then the grouting pump presses cement into the soil body through the grouting pipe, then an upper cover plate is arranged on the inner side of the inner well body, the first long hole is blocked by the upper cover plate, the grouting pipe can be prevented from moving towards the inner well body, the second cement in the inner part of the grouting pipe can flow backwards and enter the first long hole, at the moment, the cement can enter a gap between the outer well body and the inner well body, after the cement is solidified, in addition, the cement entering the soil body fills the gap in the soil body, therefore, after the cement in the soil body is solidified, the strength of the soil body becomes high, and the stability of the application is further improved. Because the outer well body and the inner well body of this application are integrated into one piece structure, so intensity is high to under the effect of slip casting pipe, the outer well body is good at soil body internal stability, after the construction is accomplished, need not set up the guardrail in the upside of this application, the people can directly pass through in the upside of this application, in addition, the intensity of outer well body and inner well body is high, is difficult for deformation.
Further, the grouting pipe comprises a first section arranged on the outer side of the outer well body and a second section penetrating through the first through hole, an internal threaded hole is formed in one end of the first section, one end of the second section is located in the internal threaded hole and in threaded connection with the internal threaded hole, and the first flanging is arranged at one end, far away from the first section, of the second section.
Through the arrangement, the grouting pipe is convenient to install, and specifically, when the grouting pipe is installed, the first section is inserted into the soil body through the first through hole, specifically, the first section is hammered into the soil body through the high-frequency small amplitude of the electric hammer, then the second section is in threaded connection with the first section, and the tail of the second section is impacted by the electric hammer continuously until the first flanging enters the accommodating groove. The grouting pipe of this application comprises first section and second section to make grouting pipe accessible two steps insert the soil body, the length of first section and second section is shorter, thereby the workman of being convenient for is at the internal operation of outer well.
Further, the lower extreme of outer well body is provided with the second turn-ups of inwards extending, and the upside butt of the lower extreme of inner well body and second turn-ups.
Further, the cover plate is detachably connected with the inner well body through bolts.
Further, one side of the cover plate is fixedly connected with a limiting protrusion, and the limiting protrusion is arranged in the first long hole.
Through above-mentioned setting, spacing arch can prevent that the slip casting pipe from getting into first slot hole follow to make the construction after accomplishing, the slip casting pipe basically can not follow the axis motion of slip casting pipe, thereby improves the stability of slip casting pipe, and then improves the stability of this application.
Further, the inner well body and the outer well body are made of stainless steel.
Drawings
Fig. 1 is a schematic diagram of an embodiment.
Fig. 2 is a cross-sectional view A-A of fig. 1.
Fig. 3 is a sectional view of B-B of fig. 1.
Fig. 4 is an enlarged view at C of fig. 3.
Fig. 5 is a schematic illustration of a first segment inserted into soil through a first via.
Detailed Description
The technical scheme of the invention is further specifically described below through examples and with reference to the accompanying drawings.
Referring to fig. 1 to 5, an assembled catch basin, including the outer well body 11 that is the cylinder, the inner well body 12 that is the cylinder, inner well body 12 and outer well body 11 adaptation, and inner well body 12 rotates to connect in outer well body 11, outer well body 11 is provided with a plurality of first through holes 111, first through holes 111 pass there is slip casting pipe 112, inner well body 12 is provided with first slot 121, first slot 121 corresponds with the position of first through holes 111, first slot 121 is kept away from outer well body 11 one side and can be dismantled and be connected with apron 122, the inboard of outer well body 11 is provided with holding tank 113, slip casting pipe 112 is close to the one end of first through holes 111 and is provided with the first turn-ups 1121 that outwards extends, first turn-ups 1121 are provided in holding tank 113, outer well body 11 is provided with second slot 114, inner well body 12 is provided with second through holes 123, second slot 114 and second through holes 123 pass there is drain pipe 1231, be provided with 1232 between drain pipe 1231 and the second through holes 123.
Through above-mentioned setting, this application intensity forms soon to be difficult to deformation. Specifically, a foundation pit matched with the outer well body 11 is dug on the ground during construction, then the outer well body 11 is placed in the foundation pit, then the grouting pipe 112 is placed in the outer well body 11, the grouting pipe 112 is inserted into soil through the first through hole 111, one end of the grouting pipe 112 is basically flush with the inner wall of the outer well body 11, namely the first flange 1121 enters the accommodating groove 113, the grouting pipe 112 is matched with the first through hole 111, so that the grouting pipe 112 can only move along the axis of the grouting pipe 112 relative to the first through hole 111, the grouting pipe 112 has better stability, the stability in the foundation pit is further improved, namely displacement is not easy to generate in the soil, then the inner well body 12 is placed in the outer well body 11, the second through hole 123 corresponds to the second long hole 114 in position, the first through hole 111 corresponds to the first long hole 121 in position, a trench is dug on the ground, the drain pipe 1231 is placed in the trench, the drain pipe 1231 passes through the second long hole 114 and the second through hole 123, so that one end of the drain pipe 1231 can enter the inner well body 12, in this process, if the drain pipe 1231 is not aligned with the second through hole 123, the second through hole 123 and the drain pipe 1231 can be aligned by rotating the inner well body 12, finally, the drain pipe 1231 can smoothly pass through the second through hole 123, and then, mortar 1232 is filled between the second through hole 123 and the drain pipe 1231, thereby preventing rainwater in the soil body from flowing backward, the grouting pump can be connected with the end of the grouting pipe 112 through the first long hole 121, then, the grouting pump presses cement into the soil body through the grouting pipe 112, then, an upper cover plate 122 is installed inside the inner well body 12, the cover plate 122 seals the first long hole 121, the first long hole 112 can be prevented from moving toward the inner well body 12, the second, part of cement in the grouting pipe 112 can flow backward and enter the first long hole 121, at this time, cement can enter the gap between the outer well body 11 and the inner well body 12, after the cement is solidified, the outer well body 11 and the inner well body 12 are fixed, and in addition, the cement entering the soil body fills the gap in the soil body, so that after the cement in the soil body is solidified, the strength of the soil body becomes high, and the stability of the application is further improved. Because the outer well body 11 and the inner well body 12 of this application are integrated into one piece structure, so intensity is high to under the effect of slip casting pipe 112, outer well body 11 is good at the soil body internal stability, after the construction is accomplished, need not set up the guardrail in the upside of this application, and the people can directly pass through in the upside of this application, and in addition, outer well body 11 and inner well body 12's intensity is high, is difficult for deformation.
As one implementation, the grouting pipe 112 includes a first section 1122 arranged on the outer side of the outer well body 11, a second section 1123 penetrating through the first through hole 111, an internally threaded hole is formed at one end of the first section 1122, one end of the second section 1123 is located in the internally threaded hole and is in threaded connection with the internally threaded hole, and a first flange 1121 is arranged at one end of the second section 1123 away from the first section 1122.
Through the above arrangement, the grouting pipe 112 is convenient to install, specifically, when the grouting pipe 112 is installed, the first section 1122 is inserted into soil through the first through hole 111, referring to fig. 5, specifically, the first section 1122 can be hammered into the soil through the electric hammer with high frequency and small amplitude, then the second section 1123 is in threaded connection with the first section 1122, and the electric hammer is used for continuously impacting the tail of the second section 1123 until the first flange 1121 enters the accommodating groove 113. The grouting pipe 112 is composed of the first section 1122 and the second section 1123, so that the grouting pipe 112 can be inserted into soil through two steps, and the lengths of the first section 1122 and the second section 1123 are shorter, so that workers can conveniently operate in the outer well 11.
As one implementation, the lower end of the outer well 11 is provided with a second flange 115 extending inward, and the lower end of the inner well 12 abuts against the upper side of the second flange 115.
As one implementation, the cover plate 122 is removably attached to the inner well 12 by bolts.
As one implementation, a limiting protrusion 1221 is fixedly connected to one side of the cover plate 122, and the limiting protrusion 1221 is disposed in the first long hole 121.
Through the above arrangement, the stopper protrusions 1221 can prevent the grouting pipe 112 from entering the first long hole 121, so that the grouting pipe 112 cannot move substantially along the axis of the grouting pipe 112 after the construction is completed, thereby improving the stability of the grouting pipe 112 and further improving the stability of the present application.
As one implementation, the inner well 12 and the outer well 11 are made of stainless steel.
It will be understood that modifications and variations will be apparent to those skilled in the art from the foregoing description, and it is intended that all such modifications and variations be included within the scope of the following claims.
Claims (6)
1. The utility model provides an assembled catch basin, its characterized in that, including the outer well body that is the cylinder, the interior well body that is the cylinder, interior well body with outer well body adaptation, just interior well body rotates to be connected in the outer well body, outer well body is provided with a plurality of first through-holes, first through-hole passes there is the slip casting pipe, interior well body is provided with first slot hole, first slot hole with the position of first through-hole corresponds, first slot hole is kept away from one side of outer well body is dismantled and is connected with the apron, the inboard of outer well body is provided with the holding tank, the slip casting pipe is close to the one end of first through-hole and is provided with the first turn-ups of outside extension, first turn-ups sets up in the holding tank, outer well body is provided with the second slot hole, interior well body is provided with the second through-hole, the second slot hole with the second through-hole passes there is the drain pipe, be provided with mortar between drain pipe and the second through-hole.
2. The fabricated rainwater well of claim 1, wherein the grouting pipe comprises a first section arranged on the outer side of the outer well body, a second section penetrating through the first through hole, an internal threaded hole is formed in one end of the first section, one end of the second section is located in the internal threaded hole and is in threaded connection with the internal threaded hole, and the first flanging is arranged at one end, away from the first section, of the second section.
3. The assembled catch basin according to claim 1, wherein the lower end of the outer well body is provided with an inwardly extending second flange, and the lower end of the inner well body abuts against the upper side of the second flange.
4. A fabricated catch basin according to claim 1, wherein the cover is detachably connected to the inner body by bolts.
5. The assembled catch basin of claim 1, wherein a limiting protrusion is fixedly connected to one side of the cover plate, and the limiting protrusion is disposed in the first elongated hole.
6. A fabricated rainwater well as claimed in any one of claims 1 to 5, wherein the inner and outer bodies are of stainless steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202211456083.6A CN116145789A (en) | 2022-11-21 | 2022-11-21 | Assembled catch basin |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202211456083.6A CN116145789A (en) | 2022-11-21 | 2022-11-21 | Assembled catch basin |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN116145789A true CN116145789A (en) | 2023-05-23 |
Family
ID=86349697
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202211456083.6A Pending CN116145789A (en) | 2022-11-21 | 2022-11-21 | Assembled catch basin |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN116145789A (en) |
-
2022
- 2022-11-21 CN CN202211456083.6A patent/CN116145789A/en active Pending
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