CN110905004A - Novel well lid and quick replacement construction method based on internet - Google Patents
Novel well lid and quick replacement construction method based on internet Download PDFInfo
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- CN110905004A CN110905004A CN201911144744.XA CN201911144744A CN110905004A CN 110905004 A CN110905004 A CN 110905004A CN 201911144744 A CN201911144744 A CN 201911144744A CN 110905004 A CN110905004 A CN 110905004A
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- 238000010276 construction Methods 0.000 title claims abstract description 28
- 238000012790 confirmation Methods 0.000 claims abstract description 28
- 238000000034 method Methods 0.000 claims abstract description 23
- 239000000758 substrate Substances 0.000 claims abstract description 23
- 238000012423 maintenance Methods 0.000 claims abstract description 21
- 238000012544 monitoring process Methods 0.000 claims abstract description 20
- 238000009434 installation Methods 0.000 claims description 36
- 230000008569 process Effects 0.000 claims description 18
- 239000010426 asphalt Substances 0.000 claims description 17
- 230000006378 damage Effects 0.000 claims description 16
- 239000000463 material Substances 0.000 claims description 10
- 235000017166 Bambusa arundinacea Nutrition 0.000 claims description 8
- 235000017491 Bambusa tulda Nutrition 0.000 claims description 8
- 235000015334 Phyllostachys viridis Nutrition 0.000 claims description 8
- 230000008439 repair process Effects 0.000 claims description 7
- 241001330002 Bambuseae Species 0.000 claims description 6
- 239000011425 bamboo Substances 0.000 claims description 6
- 238000013461 design Methods 0.000 claims description 3
- 238000004519 manufacturing process Methods 0.000 claims description 3
- 241000209128 Bambusa Species 0.000 claims description 2
- 238000011900 installation process Methods 0.000 claims description 2
- 230000005484 gravity Effects 0.000 claims 1
- 230000008859 change Effects 0.000 description 6
- 238000007689 inspection Methods 0.000 description 3
- 230000009471 action Effects 0.000 description 1
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- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 238000003908 quality control method Methods 0.000 description 1
- 238000007711 solidification Methods 0.000 description 1
- 230000008023 solidification Effects 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/12—Manhole shafts; Other inspection or access chambers; Accessories therefor
- E02D29/14—Covers for manholes or the like; Frames for covers
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- H—ELECTRICITY
- H04—ELECTRIC COMMUNICATION TECHNIQUE
- H04L—TRANSMISSION OF DIGITAL INFORMATION, e.g. TELEGRAPHIC COMMUNICATION
- H04L67/00—Network arrangements or protocols for supporting network services or applications
- H04L67/01—Protocols
- H04L67/12—Protocols specially adapted for proprietary or special-purpose networking environments, e.g. medical networks, sensor networks, networks in vehicles or remote metering networks
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Abstract
The invention discloses a novel well lid and a quick replacement construction method based on the internet, which has the technical key points that: the method comprises the following steps: s1, embedding a pressure-bearing substrate; s2, laying a pre-buried seat plate; s3, splicing and installing the spliced wall cylinder; s4, fixing the mounting ferrule; s5, installing a well cover; s6, drawing a road modeling drawing; s7, confirming the internet information; s8, determining well lid information; s9, confirming and starting by maintenance personnel; s10, maintaining the well cover; and S11, information feedback. According to the invention, road information is made into a road monitoring simulation program and is connected with the Internet, and the breakage information of the road condition well lid is fed back together by workers or passersby, so that the purposes of early discovery, early confirmation and early maintenance are achieved, and meanwhile, the early passing after the well lid is maintained is realized through a novel well lid structure.
Description
Technical Field
The invention relates to a novel well cover and a quick replacement construction method based on the internet.
Background
Urban road well is as municipal pipeline engineering's important component, also is municipal works quality control's difficult point and key simultaneously, urban road inspection well is under the repeated action of vehicle load, the destruction that different degree and inspection well are relevant all can appear in the road surface, like the sinking of inspection well lid, the local chap that appears in well peripheral asphalt layer, damage etc. need often to maintain, and there is the well lid of different functions on the urban road, and the well lid of different functions belongs to different construction units again, and is different to the well lid structure and the material and the construction method of different function well lids.
In addition, in the actual process, the process that the urban well lid is damaged, the urban well lid is found by a municipal department and then is maintained by workers can be a long time, and after maintenance, in order to ensure that the well lid is firm after construction, fences are added around the well lid after maintenance, the passage is forbidden, and normal traffic is influenced.
Disclosure of Invention
Aiming at the defects of the prior art, the invention provides a novel well cover and a quick replacement construction method based on the Internet.
In order to achieve the purpose, the invention provides the following technical scheme:
the utility model provides a novel well lid, includes the road bed, and the sewer has been seted up to the road bed below, install a plurality of prefabricated well bodies on the road bed, the prefabricated well body includes well lid, installation lasso, pre-buried bedplate, a plurality of concatenation wall section of thick bamboo and pressure-bearing base plate from the top down in proper order, pre-buried bedplate is laid in advance in road asphalt, the outer wall of installation lasso is pegged graft on pre-buried bedplate, the well lid passes through expansion bolts to be fixed on the installation lasso, the pressure-bearing base passes through the bolt fastening at the road bed downside, a plurality of concatenation wall section of thick bamboo splice mutually and install between installation.
Preferably, the mounting collar is provided with an integrally formed disc plate, and the thickness of the disc plate is the same as that of the asphalt layer.
Preferably, the embedded seat plate is abutted against the outer wall of the mounting sleeve.
Preferably, the thickness of the splicing wall cylinder is 25cm, and the splicing wall cylinder is made of concrete with the mark number not lower than C25.
Preferably, the inner diameter of the pressure-bearing substrate is equal to that of the splicing wall cylinder.
A quick replacement construction method based on the Internet is characterized in that: the method comprises the following steps:
s1, pre-embedding a pressure-bearing substrate, determining the position of each well cover according to a design drawing in the road building process, reserving constructors for pre-construction, digging a groove hole slightly larger than the pressure-bearing substrate on one side of a sewer of a roadbed, paving pressure-bearing concrete in the groove hole, pre-embedding the pressure-bearing substrate into the pressure-bearing concrete in the process of paving the pressure-bearing concrete, and recording the actual construction position of the well cover, the type of the well cover and the material information of the well cover when the concrete is solidified;
s2, laying an embedded base plate, wherein in the process of laying road asphalt, the embedded base plate is preset between an asphalt layer and a roadbed and is dried;
s3, splicing and installing the splicing wall cylinder, wherein the splicing wall cylinder is installed in the well, the lower part of the splicing wall cylinder is abutted against the pressure-bearing substrate, and concrete is paved on the pressure-bearing substrate in the installation process;
s4, fixing an installation ferrule, inserting the installation ferrule into the embedded seat plate, connecting the lower end of the installation ferrule with a splicing wall cylinder, paving concrete between the embedded seat plate and the installation ferrule in the process, and fixing the installation ferrule and the embedded seat plate through bolts;
s5, installing the well lid, and fixing the well lid on the installation collar through an expansion bolt;
s6, drawing a road modeling drawing, marking the information of the actual construction position of the well lid, the type of the well lid, the material of the well lid and the like recorded before in the modeling drawing, manufacturing a road monitoring simulation program according to the drawing information, and connecting the road monitoring simulation program with the Internet;
s7, confirming internet information, wherein the internet information confirmation mode in the road monitoring simulation program is divided into a passerby confirmation mode and an internal personnel confirmation mode;
the internal personnel confirmation information is an information reporting system after a traffic police, municipal workers and the like find that the well lid is damaged, the traffic police, the municipal workers and the like need to continuously perform two confirmation operations in the confirmation mode, and the well lid can be judged to be damaged after the two confirmation operations, so that the false alarm condition caused by single operation errors is prevented;
the passerby confirmation mode is connected with the existing map navigation and confirms according to the information feedback of passerby in the navigation, and after three or more passerbies in the confirmation mode are confirmed, the condition that the well cover is damaged can be judged to prevent false alarm;
s8, well lid information is determined, the position of a damaged well lid is determined by combining internet information and a road monitoring simulation program, and corresponding well lid information is obtained in time;
s9, the maintenance personnel confirm and start, and select corresponding well covers, well cover materials and construction tools to start to the damaged well cover position according to the determined well cover information, so as to carry out rush repair;
s10, maintaining the well lid, namely quickly confirming the damage degree and repairing when a maintenance worker arrives at the well lid to be maintained; when only the well cover is damaged, the well cover is quickly replaced, and the road traffic can be recovered; when the well lid pressure-bearing damages seriously, when causing the damage also to appear in the concatenation wall section of thick bamboo, at first tear the well lid open, and then pull open the installation lasso, take out the concatenation wallboard that damages, change the back, can carry out the well lid and resume, this in-process, only need change the part that the damage appears, because the pressure proportion that pre-buried bedplate bore among the whole well lid structure is great, and pre-buried in the pitch layer, the damage can not appear, consequently change after damaging the part, can resume current.
And S11, information feedback is carried out, after maintenance is carried out by maintenance personnel, information feedback is carried out through the Internet and is fed back to the road monitoring simulation program, and the road monitoring simulation program is reset.
Preferably, in step S1, a plurality of expansion brazes are chiseled upward on the pre-buried bearing substrate.
Preferably, in step S2, before the asphalt is laid, concrete is laid at the determined well lid position to fix the embedded base plate.
Preferably, in step S10, during the repair process, the well cover structure should be cleaned of ash and concrete should be re-laid during the repair process.
In summary, the following steps:
through the technical scheme, the beneficial effects of the invention comprise:
1. the well lid structure is divided into a plurality of parts which can be assembled, so that the parts needing to be maintained after the well lid is damaged are greatly reduced, the maintenance time is shortened, and the economic cost is reduced;
2. the embedded base plate is arranged, the embedded base plate is embedded below the asphalt layer and bears the pressure of most of the well covers, the pressure bearing of the spliced wall plate is reduced in a pressure dispersing mode, the damage probability of the spliced wall plate is greatly reduced, meanwhile, the embedded base plate provides the installation position of the installation ferrule, the solidification time of the concrete fixed installation ferrule is avoided, and the time from maintenance to passing of the well cover is greatly shortened;
3. make road monitoring analog program and be connected with the internet through information such as with road well lid position, feed back road conditions well lid damage information jointly through staff or passerby to reach early discovery, early affirmation, the purpose of early maintenance, combine neotype well lid structure simultaneously, realized the early current after the well lid is damaged.
Drawings
FIG. 1 is a schematic structural view of a novel manhole cover of the present invention;
fig. 2 is a process flow diagram of a quick-change construction method based on the internet.
Reference numerals: 1. a roadbed; 2. a well cover; 3. installing a ferrule; 4. pre-burying a seat plate; 5. splicing wall cylinders; 6. concrete; 7. an asphalt layer; 8. a pressure-bearing substrate.
Detailed Description
The novel well cover and the quick replacement construction method based on the internet are further described by the aid of the figure 1.
The utility model provides a novel well lid, includes road bed 1, and the sewer has been seted up to 1 below of road bed, install a plurality of prefabricated well bodies on the road bed 1, the prefabricated well body includes well lid 2, installation lasso 3, pre-buried bedplate 4, a plurality of concatenation wall section of thick bamboo 5 and pressure-bearing base plate 8 from the top down in proper order, pre-buried bedplate 4 is laid in road surface pitch layer 7 in advance, the outer wall of installation lasso 3 is pegged graft on pre-buried bedplate 4, the well lid passes through expansion bolts to be fixed on installation lasso 3, the pressure-bearing base passes through the bolt fastening at 1 downside of road bed, a plurality of concatenation wall section of thick bamboos 5 splice each other and install between installation lass.
Further, the mounting ring 3 is provided with an integrally formed disc plate, and the thickness of the disc plate is the same as that of the asphalt layer.
Further, the embedded base plate 4 is abutted to the outer wall of the installation sleeve.
The spliced wall cylinder 5 is further set to be 25cm in thickness and is made of concrete 6 with the mark number not lower than C25.
The inner diameter of the pressure-bearing substrate 8 is further equal to that of the splicing wall cylinder 5.
A quick replacement construction method based on the Internet is characterized in that: the method comprises the following steps:
s1, pre-embedding a pressure-bearing substrate 8, determining the position of each well cover according to a design drawing in the road building process, reserving constructors for pre-construction, digging a groove hole slightly larger than the pressure-bearing substrate 8 at one side of a sewer of a roadbed 1, paving pressure-bearing concrete 6 in the groove hole, pre-embedding the pressure-bearing substrate 8 into the pressure-bearing concrete 6 in the process of paving the pressure-bearing concrete 6, and recording the actual construction position of the well cover, the type of the well cover and the material information of the well cover when the concrete 6 is solidified;
s2, laying an embedded base plate 4, wherein in the process of laying road asphalt, the embedded base plate 4 is preset between an asphalt layer and the roadbed 1 and is dried;
s3, splicing and mounting the splicing wall cylinder 5, mounting the splicing wall cylinder 5 in the well, abutting against the pressure-bearing substrate 8 at the lower part, and paving concrete 6 on the pressure-bearing substrate 8 in the mounting process;
s4, fixing the installation ferrule 3, inserting the installation ferrule 3 into the embedded seat plate 4, connecting the lower end of the installation ferrule 3 with the splicing wall cylinder 5, paving concrete 6 between the embedded seat plate 4 and the installation ferrule 3 in the process, and fixing the installation ferrule 3 and the embedded seat plate 4 through bolts;
s5, installing the well lid, namely fixing the well lid on the installation ferrule 3 through an expansion bolt;
s6, drawing a road modeling drawing, marking the information of the actual construction position of the well lid, the type of the well lid, the material of the well lid and the like recorded before in the modeling drawing, manufacturing a road monitoring simulation program according to the drawing information, and connecting the road monitoring simulation program with the Internet;
s7, confirming internet information, wherein the internet information confirmation mode in the road monitoring simulation program is divided into a passerby confirmation mode and an internal personnel confirmation mode;
the internal personnel confirmation information is an information reporting system after a traffic police, municipal workers and the like find that the well lid is damaged, the traffic police, the municipal workers and the like need to continuously perform two confirmation operations in the confirmation mode, and the well lid can be judged to be damaged after the two confirmation operations, so that the false alarm condition caused by single operation errors is prevented;
the passerby confirmation mode is connected with the existing map navigation and confirms according to the information feedback of passerby in the navigation, and after three or more passerbies in the confirmation mode are confirmed, the condition that the well cover is damaged can be judged to prevent false alarm;
s8, well lid information is determined, the position of a damaged well lid is determined by combining internet information and a road monitoring simulation program, and corresponding well lid information is obtained in time;
s9, the maintenance personnel confirm and start, and select corresponding well covers, well cover materials and construction tools to start to the damaged well cover position according to the determined well cover information, so as to carry out rush repair;
s10, maintaining the well lid, namely quickly confirming the damage degree and repairing when a maintenance worker arrives at the well lid to be maintained; when only the well cover is damaged, the well cover is quickly replaced, and the road traffic can be recovered; when the well lid pressure-bearing damages seriously, when causing concatenation wall section of thick bamboo 5 also to appear damaging, at first tear the well lid open, and then pull open installation lasso 3, take out the concatenation wallboard of damage, change the back, can carry out the well lid and resume, in this process, only need change the part that appears damaging, because the pressure proportion that pre-buried bedplate 4 bore among the whole well lid structure is great, and pre-buried in the pitch layer, the damage can not appear, consequently change after damaging the part, can resume current.
And S11, information feedback is carried out, after maintenance is carried out by maintenance personnel, information feedback is carried out through the Internet and is fed back to the road monitoring simulation program, and the road monitoring simulation program is reset.
Further, in step S1, a plurality of expansion drill rods are chiseled upwards on the pre-buried bearing substrate 8.
It is further configured that, in step S2, before the asphalt is laid, the concrete 6 is laid at the determined well lid position to fix the embedded seat plate 4.
It is further provided that in step S10, during maintenance, the well cover structure should be cleaned of ash and concrete 6 should be re-laid during repair.
The above description is only a preferred embodiment of the present invention, and the protection scope of the present invention is not limited to the above embodiments, and all technical solutions belonging to the idea of the present invention belong to the protection scope of the present invention. It should be noted that modifications and embellishments within the scope of the invention may occur to those skilled in the art without departing from the principle of the invention, and are considered to be within the scope of the invention.
Claims (9)
1. The utility model provides a novel well lid, includes the road bed, has seted up sewer, its characterized in that below the road bed: install a plurality of prefabricated well bodies on the road bed, the prefabricated well body includes well lid, installation lasso, pre-buried bedplate, a plurality of concatenation wall section of thick bamboo and pressure-bearing base plate from the top down in proper order, pre-buried bedplate is laid in advance in road surface pitch, installation lasso's outer wall is pegged graft on pre-buried bedplate, the well lid passes through expansion bolts to be fixed on the installation lasso, the pressure-bearing base passes through the bolt fastening at the road bed downside, a plurality of concatenation wall section of thick bamboos splice mutually and install between installation lasso and pressure-bearing base plate.
2. The novel prefabricated well lid of claim 1, characterized in that: the mounting collar is provided with an integrally formed disc plate, and the thickness of the disc plate is the same as that of the asphalt layer.
3. The novel prefabricated well lid of claim 1, characterized in that: the embedded base plate is abutted against the outer wall of the mounting sleeve.
4. The novel prefabricated well lid of claim 1, characterized in that: the thickness of the splicing wall cylinder is 25cm, and the splicing wall cylinder is made of concrete with the mark number not lower than C25.
5. The novel prefabricated well lid of claim 1, characterized in that: the inner diameter of the pressure-bearing substrate is equal to that of the splicing wall cylinder.
6. A quick replacement construction method based on the Internet is characterized in that: the method comprises the following steps:
s1, pre-embedding a pressure-bearing substrate, determining the position of each well cover according to a design drawing in the road building process, reserving constructors for pre-construction, digging a groove hole slightly larger than the pressure-bearing substrate on one side of a sewer of a roadbed, paving pressure-bearing concrete in the groove hole, pre-embedding the pressure-bearing substrate into the pressure-bearing concrete in the process of paving the pressure-bearing concrete, and recording the actual construction position of the well cover, the type of the well cover and the material information of the well cover when the concrete is solidified;
s2, laying an embedded base plate, wherein in the process of laying road asphalt, the embedded base plate is preset between an asphalt layer and a roadbed and is dried;
s3, splicing and installing the splicing wall cylinder, wherein the splicing wall cylinder is installed in the well, the lower part of the splicing wall cylinder is abutted against the pressure-bearing substrate, and concrete is paved on the pressure-bearing substrate in the installation process;
s4, fixing an installation ferrule, inserting the installation ferrule into the embedded seat plate, connecting the lower end of the installation ferrule with a splicing wall cylinder, paving concrete between the embedded seat plate and the installation ferrule in the process, and fixing the installation ferrule and the embedded seat plate through bolts;
s5, installing the well lid, and fixing the well lid on the installation collar through an expansion bolt;
s6, drawing a road modeling drawing, marking the information of the actual construction position of the well lid, the type of the well lid, the material of the well lid and the like recorded before in the modeling drawing, manufacturing a road monitoring simulation program according to the drawing information, and connecting the road monitoring simulation program with the Internet;
s7, confirming internet information, wherein the internet information confirmation mode in the road monitoring simulation program is divided into a passerby confirmation mode and an internal personnel confirmation mode;
the internal personnel confirmation information is an information reporting system after a traffic police, municipal workers and the like find that the well lid is damaged, the traffic police, the municipal workers and the like need to continuously perform two confirmation operations in the confirmation mode, and the well lid can be judged to be damaged after the two confirmation operations, so that the false alarm condition caused by single operation errors is prevented;
the passerby confirmation mode is connected with the existing map navigation and confirms according to the information feedback of passerby in the navigation, and after three or more passerbies in the confirmation mode are confirmed, the condition that the well cover is damaged can be judged to prevent false alarm;
s8, well lid information is determined, the position of a damaged well lid is determined by combining internet information and a road monitoring simulation program, and corresponding well lid information is obtained in time;
s9, the maintenance personnel confirm and start, and select corresponding well covers, well cover materials and construction tools to start to the damaged well cover position according to the determined well cover information, so as to carry out rush repair;
s10, maintaining the well lid, namely quickly confirming the damage degree and repairing when a maintenance worker arrives at the well lid to be maintained; when only the well cover is damaged, the well cover is quickly replaced, and the road traffic can be recovered; when the well lid bears serious pressure and is damaged, and the splicing wall cylinder is also damaged, the well lid is firstly disassembled, then the mounting ring is disassembled, the damaged splicing wall plate is taken out, and the well lid can be recovered after replacement, only the damaged part needs to be replaced in the process, and the whole well lid structure has larger pressure specific gravity borne by the embedded base plate and is embedded in the asphalt layer, so that the damage can not occur, and the passing can be recovered after the damaged part is replaced;
and S11, information feedback is carried out, after maintenance is carried out by maintenance personnel, information feedback is carried out through the Internet and is fed back to the road monitoring simulation program, and the road monitoring simulation program is reset.
7. The internet-based quick-change construction method according to claim 6, wherein: in step S1, a plurality of expansion anchor rods are chiseled upward on the pre-buried bearing substrate.
8. The internet-based quick-change construction method according to claim 6, wherein: in step S2, before laying asphalt, concrete is laid at the determined well lid position to fix the embedded base plate.
9. The internet-based quick-change construction method according to claim 6, wherein: in step S10, during maintenance, ash in the well cover structure should be cleaned, and during repair, concrete should be re-laid.
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| CN201911144744.XA CN110905004A (en) | 2019-11-21 | 2019-11-21 | Novel well lid and quick replacement construction method based on internet |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114583586A (en) * | 2022-04-28 | 2022-06-03 | 四川聚诚达环保科技有限公司 | Multidimensional-installed municipal power distribution box and installation method |
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| CN110084384A (en) * | 2019-03-22 | 2019-08-02 | 沈子钦 | System is repaired in a kind of cloud service sudden strain of a muscle of urban road well lid |
| CN211714028U (en) * | 2019-11-21 | 2020-10-20 | 浙江百厦建设有限公司 | Novel prefabricated well lid |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN114583586A (en) * | 2022-04-28 | 2022-06-03 | 四川聚诚达环保科技有限公司 | Multidimensional-installed municipal power distribution box and installation method |
| CN114583586B (en) * | 2022-04-28 | 2022-08-19 | 四川聚诚达环保科技有限公司 | Multidimensional-installed municipal power distribution box and installation method |
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