CN208251298U - A kind of trench cover - Google Patents

A kind of trench cover Download PDF

Info

Publication number
CN208251298U
CN208251298U CN201820842639.8U CN201820842639U CN208251298U CN 208251298 U CN208251298 U CN 208251298U CN 201820842639 U CN201820842639 U CN 201820842639U CN 208251298 U CN208251298 U CN 208251298U
Authority
CN
China
Prior art keywords
cover board
sunk structure
cover
thickness
utility
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.)
Active
Application number
CN201820842639.8U
Other languages
Chinese (zh)
Inventor
都清
周之琪
王壮
王洪院
马永涛
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.)
Beijing Huicheng Jiye Engineering & Technology Co Ltd
Original Assignee
Beijing Huicheng Jiye Engineering & Technology 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 Beijing Huicheng Jiye Engineering & Technology Co Ltd filed Critical Beijing Huicheng Jiye Engineering & Technology Co Ltd
Priority to CN201820842639.8U priority Critical patent/CN208251298U/en
Application granted granted Critical
Publication of CN208251298U publication Critical patent/CN208251298U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Sewage (AREA)

Abstract

The utility model discloses a kind of trench covers, comprising: cover board, cover board are made of RPC material, and cover board is cuboid, and length is 75-90cm, width 45-50cm, with a thickness of 3-6cm;Sunk structure, sunk structure are set to the middle part on the outside of the long side of cover board and run through the upper and lower surface of cover board, and sunk structure is trapezoidal along the section of cover board upper surface, and sunk structure length is 30-59cm, is highly 2-3cm.The design thickness of the utility model is significantly smaller than ordinary reinforced concrete, its component volume and weight are greatly reduced, especially in sheet-type component, reduction amplitude is usually more than 60%, it is transporting with the cost savings of installation clearly, simultaneously as the strength of materials and durability significantly improve, maintenance replacement workload is greatly reduced, the overall cost in the terminal life phase will be significantly reduced.

Description

A kind of trench cover
Technical field
The utility model relates to building products technical field, more particularly to a kind of trench cover.
Background technique
When general building highway, draining, cable signal wire are generally all disposed in underdrain, and steel is laid with above underdrain Reinforced concrete cover board, thickness is generally in 10cm or so.
Since concrete strength is low, it is easy to collide with and losing fangle in work progress;Cover board is not beautiful enough, and surface is more thick It is rough;The size of the cover plate is larger, and cover board is from great, and worker moves more difficult, and construction and installation are inconvenient;
In addition, causing the endurance quality of cover board poor due to steel bar corrosion and concrete self performance defect;Later period used Cheng Zhong, disrepair phenomenon is more serious, later maintenance heavy workload, and maintenance cost is high.
Therefore, how to solve that current trench cover intensity is low, size is big, weight is high, perishable, maintenance cost is high etc. bad to lack Point becomes a problem of those skilled in the art's urgent need to resolve.
Utility model content
In view of this, the present invention provides a kind of trench covers, comprising:
Cover board, the cover board are made of RPC (Reactive Powder Concrete) material, and the cover board is cuboid, and length is 75-90cm, width 45-50cm, with a thickness of 3-6cm;
Sunk structure, the sunk structure are set to the middle part on the outside of the long side of the cover board and through the upper of the cover board Lower surface, the sunk structure is trapezoidal along the section of the cover board upper surface, and the sunk structure length is 30-59cm, Height is 2-3cm.
Beneficial effect by adopting the above technical scheme is: RPC cover board is compared with ordinary reinforced concrete cover board, manufacturing cost Close, comprehensive cost is greatly lowered, and has the characteristics that high-intensitive, high-durability and light and handy slim.Since its material is anti- Pressure and tensile strength significantly improve, and design thickness is significantly smaller than ordinary reinforced concrete, component volume and weight are significantly It reduces, especially in sheet-type component, reduction amplitude is usually more than 60%, very bright in the cost savings of transport and installation It is aobvious, simultaneously as significantly improving for the strength of materials and durability, greatly reduces maintenance replacement workload, in the terminal life phase Overall cost will be significantly reduced.
In addition, the utility model adds sunk structure design in the middle part of cover board, sunk structure has following effect:
1, it radiates convenient for the cable in underdrain;
2, after multiple trench cover splicings, repair and maintenance is carried out convenient for opening trench cover by the sunk structure;
If 3, meeting rainy weather, which can also be used in rainwater and flows into ditch.
Preferably, when the cover sheet thickness be 5-6cm when, further include reinforcing bar, the reinforcing bar along the cover board length and/ Or width direction is set in the cover board.And when the thickness of cover board is smaller, such as 3-4cm, then no setting is required in cover board reinforcing bar, In general, the cover board of 5-6cm can be used for the gutter of highway, and the cover board of 3-4cm can be used for tunnel side ditch.
Preferably, the steel-bar arrangement is at operculum colpi plate thickness direction side 1-1.5cm.The sunk structure The angle of broadside and bevel edge is 130-135 °.
Beneficial effect by adopting the above technical scheme is: passing through the reasonable position setting of reinforcing bar and sunk structure angle Optimum choice effectively improves the intensity and durability of cover board entirety, substantially increases the service life of cover board.
Detailed description of the invention
In order to illustrate the embodiment of the utility model or the technical proposal in the existing technology more clearly, below will be to embodiment Or attached drawing needed to be used in the description of the prior art is briefly described, it should be apparent that, the accompanying drawings in the following description is only It is the embodiments of the present invention, for those of ordinary skill in the art, without creative efforts, also Other attached drawings can be obtained according to the attached drawing of offer.
Fig. 1 attached drawing is trench cover floor map in tunnel provided by the utility model;
Figure 1A attached drawing is the A of Fig. 1 attached drawing to side view;
Fig. 2 attached drawing is gutter cover plate schematic diagram provided by the utility model;
Wherein, 1- cover board, 2- sunk structure, 3- reinforcing bar.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work Every other embodiment obtained, fall within the protection scope of the utility model.
The utility model embodiment discloses a kind of trench cover, comprising:
Cover board 1, cover board 1 are made of RPC material, cover board 1 be cuboid, and length be 75-90cm, width 45-50cm, With a thickness of 3-6cm;
Sunk structure 2, sunk structure 2 are set to the middle part on the outside of the long side of cover board 1 and run through the upper and lower surface of cover board 1, Sunk structure 2 is trapezoidal along the section of 1 upper surface of cover board, and 2 length of sunk structure is 30-59cm, is highly 2-3cm.
It further include reinforcing bar 3, reinforcing bar 3 is along cover board 1 when cover board 1 is with a thickness of 5-6cm in the utility model embodiment Length and/or width direction setting.And when the thickness of cover board 1 is smaller, such as 3-4cm, then no setting is required in cover board 1 reinforcing bar 3, one As for, the cover board 1 of 5-6cm can be used for the gutter of highway, and the cover board 1 of 3-4cm can be used for tunnel side ditch.
In the utility model embodiment, reinforcing bar 3 is set at 1 thickness direction side 1-1.5cm of trench cover.Recess The angle of 2 broadside of structure and bevel edge is 130-135 °.
Embodiment 1
As shown in Figure 1, the utility model embodiment discloses a kind of tunnel trench cover 1, long 75cm, wide 49cm, with a thickness of 3cm;Middle part on the outside of the long side of the trench cover 1 offers the sunk structure 2 of a length of 30cm, two long sides be each provided with one it is recessed Structure 2 is fallen into, and two sunk structures 2 are symmetrical;
It is as follows to detect the utility model embodiment items technical parameter: monolithic weight 26.4kg, maximum compressive strength are 120MPa;
Embodiment 2
As shown in Fig. 2, the utility model embodiment discloses a kind of gutter cover board 1, long 90cm, wide 49cm, thickness For 6cm;Middle part on the outside of the long side of the trench cover 1 offers the sunk structure 2 of a length of 50cm, and two long sides are each provided with one Sunk structure 2, and two sunk structures 2 are symmetrical, the obtuse angle of sunk structure 2 is 135 °;The trench cover 1 uses single layer reinforcing bar 3, and steel Muscle 3 is set at 1 bottom 1.5cm of cover board.
It is as follows to detect the utility model embodiment items technical parameter: monolithic weight 79.3kg, maximum compressive strength are 140MPa。
Comparative example 1
Tunnel side ditch cover board 1 is 3 concrete cover 1 of reinforcing bar, and cover board 1 is with a thickness of 8cm, using single layer arrangement of reinforcement, monolithic weight 72kg, concrete strength C30.
Comparative example 2
Roadbed cover plate for side ditch 1 is 3 concrete cover 1 of reinforcing bar, and cover board 1 is with a thickness of 15cm, using the double-deck arrangement of reinforcement, monolithic weight 191.3kg concrete strength C30.
Embodiment 1 is compared with comparative example 1, after embodiment 2 and comparative example 2 compare it is found that RPC cover board with it is general Logical reinforced concrete cover plate is compared, and manufacturing cost is close, and comprehensive cost is greatly lowered, and has high-intensitive, high-durability With light and handy slim feature.Due to significantly improving for its material resistance to compression and tensile strength, design thickness is significantly smaller than regular reinforcement Concrete, component volume and weight are greatly reduced, and especially in sheet-type component, reduction amplitude is usually more than 60%, The cost savings of transport and installation clearly, simultaneously as significantly improving for the strength of materials and durability, greatly reduces Maintenance replacement workload, overall cost in the terminal life phase will be significantly reduced.
Each embodiment in this specification is described in a progressive manner, the highlights of each of the examples are with other The difference of embodiment, the same or similar parts in each embodiment may refer to each other.For device disclosed in embodiment For, since it is corresponded to the methods disclosed in the examples, so being described relatively simple, related place is said referring to method part It is bright.
The foregoing description of the disclosed embodiments can be realized professional and technical personnel in the field or using originally practical new Type.Various modifications to these embodiments will be readily apparent to those skilled in the art, and determine herein The General Principle of justice can be realized in other embodiments without departing from the spirit or scope of the present utility model.Cause This, the present invention will not be limited to the embodiments shown herein, and is to fit to and principles disclosed herein The widest scope consistent with features of novelty.

Claims (4)

1. a kind of trench cover characterized by comprising
Cover board (1), the cover board (1) are made of RPC material, and the cover board (1) is cuboid, and length is 75-90cm, width For 45-50cm, with a thickness of 3-6cm;
Sunk structure (2), the sunk structure (2) are set to the middle part on the outside of the long side of the cover board (1) and through the lids The upper and lower surface of plate (1), the sunk structure (2) are trapezoidal, and the sunk structure along the section of the cover board (1) upper surface (2) length is 30-59cm, is highly 2-3cm.
2. a kind of trench cover according to claim 1, which is characterized in that when the cover board (1) is with a thickness of 5-6cm, also Including reinforcing bar (3), the reinforcing bar (3) is interior in the cover board (1) along length and/or the width direction setting of the cover board (1).
3. a kind of trench cover according to claim 2, which is characterized in that the reinforcing bar (3) is set to apart from the operculum colpi At plate (1) thickness direction side 1-1.5cm.
4. a kind of trench cover according to claim 1, which is characterized in that the angle of sunk structure (2) broadside and bevel edge Degree is 130-135 °.
CN201820842639.8U 2018-05-31 2018-05-31 A kind of trench cover Active CN208251298U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201820842639.8U CN208251298U (en) 2018-05-31 2018-05-31 A kind of trench cover

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201820842639.8U CN208251298U (en) 2018-05-31 2018-05-31 A kind of trench cover

Publications (1)

Publication Number Publication Date
CN208251298U true CN208251298U (en) 2018-12-18

Family

ID=64652165

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201820842639.8U Active CN208251298U (en) 2018-05-31 2018-05-31 A kind of trench cover

Country Status (1)

Country Link
CN (1) CN208251298U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114934579A (en) * 2021-11-26 2022-08-23 楚雄佑琳生科技有限公司 Novel tunnel clear water ditch cover plate of RPC

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114934579A (en) * 2021-11-26 2022-08-23 楚雄佑琳生科技有限公司 Novel tunnel clear water ditch cover plate of RPC
CN114934579B (en) * 2021-11-26 2024-01-26 楚雄佑琳生科技有限公司 RPC tunnel clear water ditch cover plate

Similar Documents

Publication Publication Date Title
CN208251298U (en) A kind of trench cover
CN205975389U (en) Reinforcing structure for road and bridge crack
CN202248448U (en) Concrete reinforced profiled steel sheet
CN207672763U (en) Aluminium film board concrete joins structure with brick wall
CN201933751U (en) Novel metal floor tile
CN204626250U (en) A kind of ultra-high performance concrete combined bridge deck plated construction
CN201296988Y (en) Honeycomb-typed beam deep-slab floor structure form and construction
CN211173055U (en) Plastic formwork and steel/aluminum combined formwork system
CN205529898U (en) Synthetic steel decking
CN209384101U (en) A kind of UHPC-NC overlapping trestle deck structrue
CN218149164U (en) Open type floor support plate with good compression resistance
CN201972152U (en) Large multi-opening steel concrete chute system
CN207647189U (en) A kind of construction discharging platform
CN202831251U (en) Steel concrete mixed type shear resisting connector
CN214832925U (en) Stainless steel well cover
CN207974313U (en) New concrete superimposed sheet
CN207211335U (en) Integrated resistance to compression rain double-edged fine-toothed comb
CN209384276U (en) A kind of steel fabric sheet reinforced reactive-powder-concrete cover board
CN207121342U (en) Hinge type suspender
CN101067302A (en) Steelwire net reinforced cement manhole cover and water grid cover and producing method thereof
CN205907558U (en) A rubber reinforced concrete coincide shop front for highway toll -gate
CN204266118U (en) A kind of bridge rainwater grid
CN208965767U (en) A kind of B grades of very golden fire prevention load bearing heat preserving plate
CN110409669A (en) Using vertical reinforcement reinforcement without constructional column rammed earth wall and its method of construction
CN204491948U (en) A kind of two-sided prefabricated superimposed sheet

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant