CN205822244U - High resistance to compression manhole cover structure - Google Patents

High resistance to compression manhole cover structure Download PDF

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Publication number
CN205822244U
CN205822244U CN201620531588.8U CN201620531588U CN205822244U CN 205822244 U CN205822244 U CN 205822244U CN 201620531588 U CN201620531588 U CN 201620531588U CN 205822244 U CN205822244 U CN 205822244U
Authority
CN
China
Prior art keywords
manhole cover
reinforcement
groined type
welded
bar
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.)
Expired - Fee Related
Application number
CN201620531588.8U
Other languages
Chinese (zh)
Inventor
泮小方
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Changxin Xinrun Road Facilities Co Ltd
Original Assignee
Changxin Xinrun Road Facilities Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Changxin Xinrun Road Facilities Co Ltd filed Critical Changxin Xinrun Road Facilities Co Ltd
Priority to CN201620531588.8U priority Critical patent/CN205822244U/en
Application granted granted Critical
Publication of CN205822244U publication Critical patent/CN205822244U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses a kind of high resistance to compression manhole cover structure, it includes manhole cover body, described manhole cover body is embedded with skeleton, described skeleton includes the annular guard board being coated on manhole cover body outer peripheral edge, described annular guard board inwall is welded with the bar-mat reinforcement of level, described bar-mat reinforcement be arranged over groined type reinforcement, hollow in the middle of described groined type reinforcement is level, remaining limit is diagonally downward, being vertically welded with support column between described groined type reinforcement and bar-mat reinforcement, described annular guard board inwall is also welded with steel hoop.The well lid of this utility model structure can be by pressure dissipation when pressurized, therefore intensity and compressive resistance exceed traditional well lid anti-pressure ability significantly, and service life is longer, and safety coefficient is higher.

Description

High resistance to compression manhole cover structure
Technical field:
This utility model relates to a kind of manhole cover structure, particularly relates to a kind of high resistance to compression manhole cover structure.
Background technology:
Well lid, is used for hiding road or family's middle-deep well, prevents people or object from falling.By material can be divided into metal well lid, High strength fibre cement concrete well lid, Resin man-hole cover etc..Typically use circle, can be used for greenbelt, footpath, motor vehicles Road, harbour, lane etc..But major part well lid and road surface laminating are tight, and when vehicle presses through, tire can produce collision with well lid, this Result in the requirement of strength to well lid the highest, traditional well lid inner skeleton simple in construction, the most simple employing bar-mat reinforcement welding , stress etc. is not analyzed test, the service life causing well lid is short, and safety coefficient is the most not high enough.
Utility model content:
The purpose of this utility model is contemplated to solve existing issue, and provides a kind of high resistance to compression manhole cover structure, at pressurized Time can be by pressure dissipation, therefore intensity and compressive resistance exceed traditional well lid anti-pressure ability significantly, and service life is longer, safety system Number is higher.
Technology solution of the present utility model is as follows:
High resistance to compression manhole cover structure, it includes manhole cover body, and described manhole cover body is embedded with skeleton, and described skeleton includes Being coated on the annular guard board of manhole cover body outer peripheral edge, described annular guard board inwall is welded with the bar-mat reinforcement of level, described bar-mat reinforcement Be arranged over groined type reinforcement, the hollow in the middle of described groined type reinforcement is level, and remaining limit is diagonally downward, institute Stating and be vertically welded with support column between groined type reinforcement and bar-mat reinforcement, described annular guard board inwall is also welded with steel hoop.
As preferably, described groined type reinforcement end is welded and fixed mutually with annular guard board inwall and bar-mat reinforcement.
As preferably, described steel hoop and annular guard board inwall be welded to connect while with groined type reinforcement end also It is welded to connect, and is positioned at the top of groined type reinforcement end.
As preferably, the hollow length of described groined type reinforcement centre and the lopsided length of both sides distinguish phase Deng.
The beneficial effects of the utility model are:
The pressure that it is suffered, when pressurized, is divided by the well lid of this utility model structure by groined type reinforcement and support column It is dissipated on bar-mat reinforcement and steel hoop, it is possible to pressure is disperseed, therefore intensity and compressive resistance exceed traditional well lid significantly Anti-pressure ability, service life is longer, and safety coefficient is higher.
Accompanying drawing illustrates:
Fig. 1 is this utility model structural section schematic diagram;
Fig. 2 is the single structural representation of skeleton.
In accompanying drawing: 1, manhole cover body;2, skeleton;3, annular guard board;4, bar-mat reinforcement;5, groined type reinforcement;6, support column; 7, steel hoop.
Detailed description of the invention:
As shown in Figure 1-2, high resistance to compression manhole cover structure, it includes manhole cover body 1, and described manhole cover body 1 is embedded with skeleton 2, described skeleton 2 includes the annular guard board 3 being coated on manhole cover body 1 outer peripheral edge, and described annular guard board 3 inwall is welded with level Bar-mat reinforcement 4, described bar-mat reinforcement 4 be arranged over groined type reinforcement 5, the hollow in the middle of described groined type reinforcement 5 is Level, remaining limit is diagonally downward, is vertically welded with support column 6, described ring between described groined type reinforcement 5 and bar-mat reinforcement 4 Shape backplate 3 inwall is also welded with steel hoop 7.
Specifically, described groined type reinforcement 5 end is welded and fixed mutually with annular guard board 3 inwall and bar-mat reinforcement 4, Make manhole cover body 1 can improve compressive resistance and intensity by pressure transmission and disperse when stress.
Specifically, with groined type reinforcement 5 end while described steel hoop 7 is welded to connect with annular guard board 3 inwall Also being welded to connect, and be positioned at the top of groined type reinforcement 5 end, annular guard board 3 is strengthened by steel hoop 7, is giving birth to When producing making, manhole cover body 1 can be that manhole cover body 1 is more tight by bigger interior pressure, improve product quality with own Intensity, the most broken by external force.
Specifically, the hollow length in the middle of described groined type reinforcement 5 is the most equal with the lopsided length of both sides, Make manhole cover body 1 can uniformly transfer and be distributed to whole manhole cover body 1 when by external force, will not because of size disparity certain The stress excessive reduction crushing resistance of one side.
The foregoing is only preferred embodiment of the present utility model, those of ordinary skill in the art are not making creativeness The every other embodiment obtained under work premise, all should belong to the scope of this utility model protection.

Claims (4)

  1. The highest resistance to compression manhole cover structure, it includes manhole cover body (1), it is characterised in that: described manhole cover body (1) is embedded with skeleton (2), described skeleton (2) includes the annular guard board (3) being coated on manhole cover body (1) outer peripheral edge, described annular guard board (3) inwall Be welded with the bar-mat reinforcement (4) of level, described bar-mat reinforcement (4) be arranged over groined type reinforcement (5), described groined type reinforcement (5) hollow in the middle of is level, and remaining limit is diagonally downward, vertical between described groined type reinforcement (5) and bar-mat reinforcement (4) Being welded with support column (6), described annular guard board (3) inwall is also welded with steel hoop (7).
  2. High resistance to compression manhole cover structure the most according to claim 1, it is characterised in that: described groined type reinforcement (5) end with Annular guard board (3) inwall and bar-mat reinforcement (4) are welded and fixed mutually.
  3. High resistance to compression manhole cover structure the most according to claim 1, it is characterised in that: described steel hoop (7) and annular guard board (3) also it is welded to connect with groined type reinforcement (5) end while inwall is welded to connect, and is positioned at groined type reinforcement (5) end The top in portion.
  4. High resistance to compression manhole cover structure the most according to claim 1, it is characterised in that: in the middle of described groined type reinforcement (5) Hollow length is the most equal with the lopsided length of both sides.
CN201620531588.8U 2016-06-02 2016-06-02 High resistance to compression manhole cover structure Expired - Fee Related CN205822244U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620531588.8U CN205822244U (en) 2016-06-02 2016-06-02 High resistance to compression manhole cover structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201620531588.8U CN205822244U (en) 2016-06-02 2016-06-02 High resistance to compression manhole cover structure

Publications (1)

Publication Number Publication Date
CN205822244U true CN205822244U (en) 2016-12-21

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201620531588.8U Expired - Fee Related CN205822244U (en) 2016-06-02 2016-06-02 High resistance to compression manhole cover structure

Country Status (1)

Country Link
CN (1) CN205822244U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110607831A (en) * 2019-09-02 2019-12-24 宣城市政建设集团有限公司 Cement sewer cover plate with reinforcing structure
CN113584958A (en) * 2021-09-03 2021-11-02 上海拓铁通信科技有限公司 Bending-resistant straight rail groove

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110607831A (en) * 2019-09-02 2019-12-24 宣城市政建设集团有限公司 Cement sewer cover plate with reinforcing structure
CN113584958A (en) * 2021-09-03 2021-11-02 上海拓铁通信科技有限公司 Bending-resistant straight rail groove

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20161221

Termination date: 20170602

CF01 Termination of patent right due to non-payment of annual fee