CN210658607U - Pre-buried protective structure of underground sewer pipe - Google Patents
Pre-buried protective structure of underground sewer pipe Download PDFInfo
- Publication number
- CN210658607U CN210658607U CN201921335238.4U CN201921335238U CN210658607U CN 210658607 U CN210658607 U CN 210658607U CN 201921335238 U CN201921335238 U CN 201921335238U CN 210658607 U CN210658607 U CN 210658607U
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- Prior art keywords
- upper cover
- base
- gomphosis
- pipe
- embedding
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- Expired - Fee Related
Links
- 230000001681 protective effect Effects 0.000 title claims abstract description 14
- 239000003973 paint Substances 0.000 claims description 4
- 239000004575 stone Substances 0.000 abstract description 8
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 abstract 1
- 241000251468 Actinopterygii Species 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 230000035558 fertility Effects 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000001012 protector Effects 0.000 description 1
- 230000011218 segmentation Effects 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000002351 wastewater Substances 0.000 description 1
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- Sewage (AREA)
Abstract
The utility model discloses a pre-buried protective structure of underground drainage pipe, including upper cover and base, upper cover and base gomphosis respectively in the top and the bottom of body, the upper cover is the triangle structure, the both ends of upper cover are equipped with first gomphosis mouth, be equipped with on the four-end angle of upper cover and link up the post, link up post and upper cover structure as an organic whole, the both ends of base are equipped with second gomphosis mouth, be equipped with the gomphosis hole on the pedestal four-end angle of base, the gomphosis hole is connected with linking post gomphosis, be equipped with the spud pile on the four-end angle of the bottom of base. The base can carry on spacingly to the position of drain pipe, through the gomphosis of upper cover, effectually protects the body, and simultaneously, the upper cover top is the triangle structure, and when the landfill, earth and stone can carry out the landing to the both sides of upper cover, can not stop to covering on, adopt the mode of linking up post and gomphosis hole gomphosis between this upper cover and the base, when detecting the drain pipe, directly with the upper cover take off can, the dismouting is simple.
Description
Technical Field
The utility model relates to a drainage pipe protective apparatus technical field specifically is a pre-buried protective structure of underground drainage pipe.
Background
The drainage pipe refers to a system consisting of a pipe channel for collecting and discharging sewage, wastewater and rainwater and accessory facilities thereof. The system comprises a main pipe, branch pipes and pipelines leading to a treatment plant, the pipelines are built on a street or any other place, as long as the pipelines play a drainage role, the pipelines are used as drainage pipelines for statistics, the lengths of the drainage pipelines are calculated according to the lengths of all drainage main pipes, the main pipe, the branch pipes, inspection wells, connecting well inlets and outlets and the like, and connecting pipes, service pipes and open channels from rainwater openings to drainage pipelines are not included. The calculation is carried out according to a single pipe, namely when two or more than two parallel drainage pipelines exist on the same street, the calculation is carried out according to the length of the sum of the drainage pipelines.
Current drainage pipe all is when the installation with the body direct placement in the standing groove of digging, when the landfill, not equidimension stone can strike the body in the soil, if the stone is less fish tail pipe wall very much, if the stone is great, causes the condition of damage and deformation to the body very easily.
SUMMERY OF THE UTILITY MODEL
Technical problem to be solved
Not enough to prior art, the utility model provides a pre-buried protective structure of underground drainage pipe has solved drainage pipe and has carried out the landfill, and the drain pipe receives the striking of not equidimension stone easily, leads to the problem of body fish tail, damage and deformation.
(II) technical scheme
In order to achieve the above purpose, the utility model discloses a following technical scheme realizes: the upper cover and the base are respectively embedded at the top end and the bottom end of the pipe body, the upper cover is of a triangular structure, first embedding ports are formed in two ends of the upper cover, connecting columns are arranged on four corners of the upper cover, the connecting columns and the upper cover are of an integrated structure, second embedding ports are formed in two ends of the base, embedding holes are formed in four corners of a base body of the base and are connected with the connecting columns in an embedded mode, fixing piles are arranged on the four corners of the bottom end of the base, and the fixing piles and the base are of an integrated structure.
Preferably, the length and the width of the upper cover and the base are the same, the inner walls of the upper cover and the base are both provided with rubber gaskets, and the outer walls of the upper cover and the base are provided with anticorrosive paint.
Preferably, the first embedding opening and the second embedding opening are matched with the pipe body structure of the drain pipe in a consistent manner, and the positions of the first embedding opening and the second embedding opening are correspondingly consistent.
Preferably, the connection column is matched with the embedding structure of the embedding hole in a consistent manner, and a rubber film sleeve is arranged on the column body of the connection column.
Preferably, the spud pile is the toper structure, be equipped with the barb on the pile body of spud pile, barb and spud pile be integral structure.
(III) advantageous effects
The utility model provides a pre-buried protective structure of underground drainage pipe. The method has the following beneficial effects:
this pre-buried protective structure mainly adopts the mode of lid seat gomphosis, and the base can carry on spacingly to the position of drain pipe, through the gomphosis of upper cover, effectually protects the body, and simultaneously, the upper cover top is the triangle structure, and when the landfill, earth and stone can carry out the landing to the both sides of upper cover, can not stop to covering, adopt between this upper cover and the base to link up the mode of post and gomphosis hole gomphosis, when detecting the drain pipe, directly with the upper cover take off can, the dismouting is simple.
Drawings
FIG. 1 is a schematic view of the overall connection structure of the present invention;
FIG. 2 is a schematic view of the structure of the upper cover of the present invention;
fig. 3 is a schematic view of the base structure of the present invention.
In the figure, an upper cover-1, a base-2, a first embedding opening-3, a second embedding opening-4, a connecting column-5, a fixed pile-6 and an embedding hole-7.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only 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.
Referring to fig. 1-3, an embodiment of the present invention provides a technical solution: the utility model provides an underground sewer pipe pre-buried protective structure, includes upper cover 1 and base 2, upper cover 1 and base 2 gomphosis respectively in the top and the bottom of body, upper cover 1 is the triangle-shaped structure, the both ends of upper cover 1 are equipped with first gomphosis mouth 3, be equipped with on the four corners of upper cover 1 and link up the post 5, link up post 5 and upper cover 1 structure as an organic whole, the both ends of base 2 are equipped with second gomphosis mouth 4, be equipped with gomphosis hole 7 on the base body four corners of base 2, gomphosis hole 7 is connected with linking post 5 gomphosis, be equipped with spud pile 6 on the four corners of the bottom of base 2, spud pile 6 and base 2 structure as an organic whole.
The length and the width of the upper cover 1 and the base 2 are the same, the inner walls of the upper cover 1 and the base 2 are both provided with rubber gaskets, and the outer walls of the upper cover 1 and the base 2 are provided with anticorrosive paint. The upper cover and the base with the same length and width ensure the consistency of the structure, the rubber gasket on the inner wall improves the friction force when the upper cover, the base and the drainage pipe body are contacted, and the corrosion resistance of the upper cover and the base is mainly enhanced by the anticorrosive paint.
The first embedded opening 3 and the second embedded opening 4 are matched with the pipe body structure of the drain pipe in a consistent manner, and the positions of the first embedded opening 3 and the second embedded opening 4 are correspondingly consistent. The first embedding opening and the second embedding opening are in the same position, so that the corresponding of the embedding position is ensured, and the first embedding opening and the second embedding opening correspond to the drain pipe structure, so that the tightness of the embedding buckle and the drain pipe during embedding is ensured.
The connection column 5 is matched with the embedding structure of the embedding hole 7 in a consistent manner, and a rubber film sleeve is arranged on the column body of the connection column 5. The connection column is the same as the embedding structure of the embedding hole, so that the connection of the upper cover and the base is realized, and the tightness of the embedding of the connection column and the embedding hole is ensured by the rubber film sleeve.
The fixing pile 6 is of a conical structure, a barb is arranged on the pile body of the fixing pile 6, and the barb and the fixing pile 6 are of an integrated structure. The spud pile plays fixed effect to the base, and the barb has strengthened the land fertility of grabbing of spud pile, has ensured the stability of whole base.
The working principle is as follows: when the drain pipe is installed, at first be fixed in the standing groove dug with base 2 through spud pile 6 in, place the drain pipe on second gomphosis mouth 4 of base 2 again, at last with upper cover 1 gomphosis on base 2, during the gomphosis, with the linking post 5 of upper cover 1 four-end angle and the gomphosis hole 7 on the base 2 four-end angle correspond the gomphosis can, because the installation of drain pipe is the segmentation installation, consequently, need a plurality of protector, closely arrange and be fixed in the standing groove with a plurality of bases 2, place the drain pipe on base 2's second gomphosis mouth 4 and link up fixedly, finally, again with upper cover 1 imbed in proper order on base 2 can.
The utility model discloses an upper cover 1, base 2, first gomphosis mouth 3, second gomphosis mouth 4, link post 5, spud pile 6, gomphosis hole 7, the part is the general standard component or the part that technical staff in this field knows, its structure and principle all can all be known or can be known through the conventional experimental method for this technical staff, the problem that the utility model solves is that when drainage pipe carries out the landfill, the drain pipe easily receives the striking of different size stones, leads to the problem of body fish tail, damage and deformation, the utility model mainly adopts the mode of cover seat gomphosis, base 2 can carry out the spacing to the position of drain pipe, through the gomphosis of upper cover 1, effectively protects the body, simultaneously, upper cover 1 top is the triangle structure, when the landfill, earth and stone can slide to the both sides of upper cover, can not stop to the upper cover 1, adopt the mode of link post 5 and the gomphosis of hole 7 between this upper cover 1 and base 2, when detecting the drain pipe, directly take off upper cover 1 can, the dismouting is simple.
The basic principles and the main features of the invention and the advantages of the invention have been shown and described above, it will be evident to those skilled in the art that the invention is not limited to the details of the foregoing illustrative embodiments, but that the invention may be embodied in other specific forms without departing from the spirit or essential characteristics of the invention. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Furthermore, it should be understood that although the present description refers to embodiments, not every embodiment may contain only a single embodiment, and such description is for clarity only, and those skilled in the art should integrate the description, and the embodiments may be combined as appropriate to form other embodiments understood by those skilled in the art.
Claims (5)
1. The utility model provides a pre-buried protective structure of underground sewer pipe which characterized in that: the pipe fitting structure comprises an upper cover (1) and a base (2), wherein the upper cover (1) and the base (2) are respectively embedded at the top end and the bottom end of a pipe body, the upper cover (1) is of a triangular structure, first embedded ports (3) are arranged at two ends of the upper cover (1), four end corners of the upper cover (1) are provided with connecting columns (5), the connecting columns (5) and the upper cover (1) are of an integrated structure, two ends of the base (2) are provided with second embedded ports (4), four end corners of a base body of the base (2) are provided with embedded holes (7), the embedded holes (7) are connected with the connecting columns (5) in an embedded mode, four end corners of the bottom end of the base (2) are provided with fixing piles (6), and the fixing piles (6) and the base (2) are of an integrated structure.
2. The underground drainage pipe pre-buried protective structure of claim 1, wherein: the length and the width of the upper cover (1) and the base (2) are the same, the inner walls of the upper cover (1) and the base (2) are respectively provided with a rubber gasket, and the outer walls of the upper cover (1) and the base (2) are provided with anticorrosive paint.
3. The underground drainage pipe pre-buried protective structure of claim 1, wherein: the first embedding opening (3) and the second embedding opening (4) are matched with the pipe body structure of the drain pipe in a consistent manner, and the first embedding opening (3) and the second embedding opening (4) are correspondingly consistent in position.
4. The underground drainage pipe pre-buried protective structure of claim 1, wherein: the connection column (5) is matched with the embedding structure of the embedding hole (7) in a consistent manner, and a rubber film sleeve is arranged on the column body of the connection column (5).
5. The underground drainage pipe pre-buried protective structure of claim 1, wherein: the fixing pile (6) is of a conical structure, a barb is arranged on the pile body of the fixing pile (6), and the barb and the fixing pile (6) are of an integrated structure.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201921335238.4U CN210658607U (en) | 2019-08-17 | 2019-08-17 | Pre-buried protective structure of underground sewer pipe |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201921335238.4U CN210658607U (en) | 2019-08-17 | 2019-08-17 | Pre-buried protective structure of underground sewer pipe |
Publications (1)
Publication Number | Publication Date |
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CN210658607U true CN210658607U (en) | 2020-06-02 |
Family
ID=70821309
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN201921335238.4U Expired - Fee Related CN210658607U (en) | 2019-08-17 | 2019-08-17 | Pre-buried protective structure of underground sewer pipe |
Country Status (1)
Country | Link |
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CN (1) | CN210658607U (en) |
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2019
- 2019-08-17 CN CN201921335238.4U patent/CN210658607U/en not_active Expired - Fee Related
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Legal Events
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GR01 | Patent grant | ||
GR01 | Patent grant | ||
CP01 | Change in the name or title of a patent holder | ||
CP01 | Change in the name or title of a patent holder |
Address after: 266000 3rd floor, No.5 Nanhai Branch Road, Shinan District, Qingdao City, Shandong Province Patentee after: Qingdao Construction Group Co.,Ltd. Patentee after: QINGJIAN GROUP Co.,Ltd. Address before: 266000 3rd floor, No.5 Nanhai Branch Road, Shinan District, Qingdao City, Shandong Province Patentee before: QINGJIAN GROUP Co.,Ltd. |
|
CF01 | Termination of patent right due to non-payment of annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200602 |