CN2463456Y - Heavy steel fibre concrete manhole cover matched with cast ion derrick - Google Patents

Heavy steel fibre concrete manhole cover matched with cast ion derrick Download PDF

Info

Publication number
CN2463456Y
CN2463456Y CN 00266845 CN00266845U CN2463456Y CN 2463456 Y CN2463456 Y CN 2463456Y CN 00266845 CN00266845 CN 00266845 CN 00266845 U CN00266845 U CN 00266845U CN 2463456 Y CN2463456 Y CN 2463456Y
Authority
CN
China
Prior art keywords
manhole cover
cast iron
well lid
steel
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.)
Expired - Fee Related
Application number
CN 00266845
Other languages
Chinese (zh)
Inventor
蒋天涛
蒋晓鸥
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to CN 00266845 priority Critical patent/CN2463456Y/en
Application granted granted Critical
Publication of CN2463456Y publication Critical patent/CN2463456Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)

Abstract

The utility model relates to a heavy duty steel fiber concrete manhole cover matched with a cast ion manhole seat, which is composed of a panel, reinforcing ribs, reinforcing hoops and a supporting ring. The utility model is characterized in that the manhole cover is circular, and the lower part of the panel is provided with the radial reinforcing ribs. A three-dimensional reinforcing space steel rib framework is matched with the manhole cover, and the circumferential edge of the manhole cover is provided with the reinforcing hoops. The supporting ring is arranged outside the reinforcing hoops. The manhole cover is matched with a national universal heavy duty manhole seat in the figure S147 made of cast iron to use. Compared with the existing heavy duty cast iron manhole cover which satisfies steam-15 load use requirements, the manhole cover decreases the weight 30% or so, and reduces the price 40% or so. The utility model can satisfy steam-20 load use requirements. The shock resistance is good, and the utility model which is not easy to corrode or lose. The utility model can be widely used for manhole shafts in various roads, fields or areas.

Description

Heavy steel fibrous concrete well lid with cast iron well seat coupling
The utility model belongs to a kind of manhole well lid of municipal engineering.
Municipal engineering manhole well lid generally is cylinder iron to make.Form by panel and ribs, be garden shape.Ribs is that groined type or radiation are arranged.There is following shortcoming in it: the first will be used a large amount of cast irons, the structure heaviness, and also every all need be made sand mold cast, complex process, and the cost height, production environment is abominable; The 2nd, cast iron is fragile material, and shock resistance is poor; It three is easy corrosions; It four is stolen easily.In 1989, build one innings of scientific research institution and study successful steel fibrous concrete well lid, be generalized to nearly 30 areas, the whole nation since studying successful enhanced fiber mortar and the heavy well lid of fibrous concrete by the Zhongjian Building Science ﹠ Technology Inst., Beijing, obtained outstanding economic benefit and social benefit thereafter.But this well lid can only with the supporting use of concrete walling crib that is complementary with it.Because the hardness of the hardness ratio cast iron of steel fibrous concrete is much lower, the supporting width of cast iron well seat is 16mm only, does not satisfy the supporting width of the needed 50mm of steel fibrous concrete.On the other hand, the thickness of casting iron well lid is 20mm only, so the support cut height of cast iron well seat also has only 20mm, and the thickness minimum of heavy steel fibrous concrete well lid also has 40mm, therefore lose under the situation that only remains cast iron well seat for original casting iron well lid, be replaced by the steel fibrous concrete well lid, the supporting width of cast iron well seat and support cut height all can not meet the demands.So just must together dispose, change the concrete well seat original cast iron well seat together with the concrete below it from the road surface.Original road surface to be destroyed so first, second traffic will be influenced.Municipal sector often is reluctant to change thus, and still adopts casting iron well lid, loses and puts again, has put and has lost, continues to cause damage.Sometimes mend and put untimelyly, will bring security incident.
The purpose of this utility model provides the heavy steel fibrous concrete well lid of a kind of energy and the use of original cast iron well seat coupling, after a certain casting iron well lid is lost, need not change cast iron well seat again, only need put steel fibrous concrete well lid with this cast iron well seat coupling, can use as usual, avoid causing the destruction of road pavement and the influence of traffic for changing cast iron well seat.
The heavy steel fibrous concrete well lid that mates with cast iron well seat of the present utility model, form by panel, ribs, reinforcement hoop and Supporting ring, it is characterized in that: the heavy well lid of being made by steel fibrous concrete with cast iron well seat coupling is a garden shape, be provided with 6 in shape panel bottom, garden, be radial arrangement, longitudinal section is parabolic ribs.Configuration parabolic shape reinforcing bar in the ribs.Reinforcing bar in the panel and the reinforcing bar in the ribs strengthen the space cage of reinforcement with the three-dimensional that stirrup unifies.The periphery of well lid is provided with strengthens hoop.Strengthen the arranged outside Supporting ring of hoop.
Described reinforcement hoop is made garden shape hoop with band steel, burn-ons or do not weld with the well lid panel and water the dowel that builds up integral body in hoop inside.Described Supporting ring is done circular by square steel or round steel, firmly be connected with the reinforcement hoop.Its method of attachment can be that welding, riveted joint or steel pin connect.
Described steel fibre can be the steel fibre of producing with shearing method; Steel fibre that the molten method of taking out is produced or the steel fibre of producing with the cut-out of thin steel (iron) silk etc.
The heavy steel fibrous concrete well lid that mates with cast iron well seat of the present utility model, because the three-dimensional space cage of reinforcement that strengthens of preparation in the well lid, the well lid periphery is provided with strengthens hoop, and the outer Supporting ring that mates with cast iron well seat that is provided with of reinforcement hoop can satisfy vapour--the instructions for use of 20 loads.Every heavily about 45 kilograms, about 120 yuan of price.Than original vapour--every of the heavy casting iron well lid heavy 68 kilograms (seeing former national standard figure S147) that 15 loads use, weight reduces about 30%.About 200 yuan of every price, price reduces about 40%.Shock resistance is not good, and is perishable and lose.Can use with the heavy cast iron well seat coupling of the national standard drawing of S147, can be widely used in the manhole in different kinds of roads, place or area.
Be further described below in conjunction with drawings and Examples pair heavy steel fibrous concrete well lid with cast iron well seat coupling.
Fig. 1 is a vertical view of the present utility model.
Fig. 2 is a sectional drawing of the present utility model.
As shown in the figure, the panel of well lid 1., its back side has 6 ribs 2. to be radial arrangement.The longitudinal section of rib is parabola shaped.Reinforcing bar and the reinforcing bar in ribs of the panel of well lid in 1. strengthens the space cage of reinforcement with the three-dimensional that 3. stirrup unifies.Strengthen hoop and 4. wale panel.5. Supporting ring is located at and is strengthened the hoop outside 4..6. be preformed hole.
The size of well lid is general wide to be φ 600mm--φ 800mm; The thickness of well lid can be 40mm--60mm; The ribs height can be 70mm--150mm, and wide is 30mm--70mm.
The making of well lid, can select the match ratio of steel fibrous concrete according to the material that uses, for example can adopt the 525# ordinary Portland cement by cement: sand: stone=concrete of 1: 2: 1.5 adds the steel fibre of volume of concrete 2% again, mixes and stirs cast by the 0.40--0.50 water/binder ratio.
The heavy steel fibrous concrete well lid that mates with cast iron well seat of the present utility model is extensive use of and can be about substantial contribution of country and cast iron materials, can avoid losing traffic and the human casualty accident that brings because of well lid simultaneously.
Embodiment: as with the square steel of 16mm * 16mm with 16--20 root φ 5 steel pins and strengthen stretching into again after hoop is connected panel and water integral body with panel concrete, form firm connection, or directly weld with strengthening hoop with the round steel of φ 16, its supporting capacity satisfies vapour--the instructions for use of 20 loaded vehicle loads.With the heavy steel fibrous concrete well lid of cast iron well seat coupling, when being used for original road surface casting iron well lid and losing, need not destroy former road surface and change the well seat, directly lay this well lid.Thereby reduce the consumption of manpower and material, avoided influence simultaneously traffic.Be extensive use of and can be country's saving substantial contribution and cast iron materials, can avoid losing traffic and the human casualty accident that brings simultaneously because of well lid.

Claims (3)

1, a kind of heavy steel fibrous concrete well lid that mates with cast iron well seat, by panel, ribs, strengthening hoop and Supporting ring forms, it is characterized in that: the heavy steel fibrous concrete well lid of being made by steel fibrous concrete with cast iron well seat coupling is a garden shape, in the panel bottom 6--8 bar is set, be radial arrangement, longitudinal section is parabolic ribs, configuration parabolic shape reinforcing bar in the ribs, reinforcing bar in panel in configuration reinforcement and the ribs strengthens the space cage of reinforcement with the three-dimensional that stirrup unifies, the reinforcement hoop that the periphery setting of well lid is made by band steel, strengthen the arranged outside Supporting ring of hoop, firmly be connected with the reinforcement hoop.
2, the heavy steel fibrous concrete well lid of as claimed in claim 1 and cast iron well seat coupling, it is characterized in that: Supporting ring can be square steel or round steel.
3, the heavy steel fibrous concrete well lid of as claimed in claim 1 and cast iron well seat coupling is characterized in that: Supporting ring can be welding, riveted joint or steel pin connection with strengthening being connected of hoop.
CN 00266845 2000-12-21 2000-12-21 Heavy steel fibre concrete manhole cover matched with cast ion derrick Expired - Fee Related CN2463456Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 00266845 CN2463456Y (en) 2000-12-21 2000-12-21 Heavy steel fibre concrete manhole cover matched with cast ion derrick

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 00266845 CN2463456Y (en) 2000-12-21 2000-12-21 Heavy steel fibre concrete manhole cover matched with cast ion derrick

Publications (1)

Publication Number Publication Date
CN2463456Y true CN2463456Y (en) 2001-12-05

Family

ID=33620827

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 00266845 Expired - Fee Related CN2463456Y (en) 2000-12-21 2000-12-21 Heavy steel fibre concrete manhole cover matched with cast ion derrick

Country Status (1)

Country Link
CN (1) CN2463456Y (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103649418A (en) * 2011-07-04 2014-03-19 阿考塞弗林阿尔曼有限公司 Manhole cover

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103649418A (en) * 2011-07-04 2014-03-19 阿考塞弗林阿尔曼有限公司 Manhole cover
CN103649418B (en) * 2011-07-04 2016-03-16 阿考塞弗林阿尔曼有限公司 Manhole cover

Similar Documents

Publication Publication Date Title
CN209277020U (en) A kind of only pier stud of antidumping reinforced type bridge
CN208472789U (en) A kind of bearing type fabric reinforcement concrete manhole cover
CN2463456Y (en) Heavy steel fibre concrete manhole cover matched with cast ion derrick
CN2420349Y (en) Super heavy steel fiber concrete rain grating
CN2428519Y (en) Over-weight shaped-sheel fiber-concrete examination manhole cover
CN210369567U (en) Anti-sliding type steel recycled concrete beam
CN108755929A (en) A kind of assembled pre-tensioned prestressed concrete frame and its construction technology
CN209637109U (en) A kind of Prefabricated superposed beam
CN106759512A (en) For municipal administration and the ultra-high performance concrete well lid and manufacture craft of power engineering
CN113152948A (en) Novel rectangular reinforced concrete pool wall corner reinforcing steel bar configuration mode
CN105908783A (en) Attractiveness-strengthened trench cover slab
CN2224862Y (en) Heavy manhole cover of enhanced fiber motar-cement mixtures
CN2749653Y (en) Rapid forming die set for cement tank applied for farmland irrigation
CN206646646U (en) Interior ring type steel tube regeneration monolith assembling structure
CN2775141Y (en) Glass fiber reinforced plastic manhole cover
CN106703196B (en) Interior ring type steel tube regeneration monolith assembling structure
CN219175205U (en) Hollow square pile of mechanism sand concrete
CN2350439Y (en) Steel ring welded composite material manhole cover
CN206512751U (en) A kind of anti-corrosion well lid
CN101004044B (en) A lightweight component in use for filling in concrete
CN216664989U (en) Direct-buried pipeline buttress pouring mold
CN219909033U (en) Concrete rigid pile composite foundation
CN218406052U (en) High-strength construction waste recycled concrete superposed beam
CN214981965U (en) Prestressed high-strength concrete square pile structure
CN213926607U (en) Convenient multistage formula inspection shaft steel form

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C19 Lapse of patent right due to non-payment of the annual fee
CF01 Termination of patent right due to non-payment of annual fee