CN201809788U - Well cover - Google Patents
Well cover Download PDFInfo
- Publication number
- CN201809788U CN201809788U CN2010202562369U CN201020256236U CN201809788U CN 201809788 U CN201809788 U CN 201809788U CN 2010202562369 U CN2010202562369 U CN 2010202562369U CN 201020256236 U CN201020256236 U CN 201020256236U CN 201809788 U CN201809788 U CN 201809788U
- Authority
- CN
- China
- Prior art keywords
- well lid
- concrete
- well cover
- sand
- model
- 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
Links
Images
Landscapes
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
The utility model provides a well cover, which comprises a concrete base body (1) and a well cover framework (2), wherein the well cover framework (2) is positioned inside the concrete base body and consists of a plurality of uniformly distributed reinforcing ribs, the reinforcing ribs are in bow shapes, and in addition, the arc top of the bow shape is adjacent to the upper surface of the concrete base body (1). The well cover provided by the utility model adopts the combination of concrete and the well cover framework structure formed by bow-shaped reinforcing ribs, so the load bearing capability of the well cover is greatly improved, and when a specific concrete combination is used, the load bearing capability of the well cover can reach or even exceed the load bearing capability of a cast iron well cover. Thereby, the utility model provides the novel high-intensity well cover capable of replacing the cast iron well cover.
Description
Technical field
The utility model relates to a kind of well lid.
Background technology
Well lid is the closure that leads to the top, access of underground installation, and the place of communal facilitieies such as every installation tap water, telecommunications, electric power, combustion gas, heating power, fire-fighting, environmental sanitation all needs to install well lid.Along with China's rapid development of economy, China's infrastructure construction welcomes a new cycle again, and the market demand of well lid in urban planning and road construction is huge.But well lid is rolled and damaged situation happens occasionally, and causes road and installation security decline.
For well lid, there is relevant criterion in China: CJ/T 3012-93 " castiron well cover ", CJ/T121-2000 " regenerating resin manhole cover made of composite material ", JC 889-2001 " steel fibrous concrete manhole cover ", CJ/T 211-2005 " polymer matrix composite manhole cover ", CJ/T 130-2001 " regenerating resin composite material shutter grate ", JC 948-2005 " steel fibrous concrete water drain grid cover ", CJ/T 212-2005 " polymer matrix composite water grate ".Standard (except that casting iron well lid) according to the existing various material well lids of China, heavy well lid supporting capacity is all not enough, " regenerating resin composite drain cover standard " only is 24t, and the A type well lid " crack load " of " steel fibrous concrete well lid " only is 18t, and index is seriously on the low side.Yet the supporting capacity of well lid is to weigh the key index that can well lid use on road, if supporting capacity is not high, is damaged with casting iron well lid by pressure stolen and indistinction during use.
Along with the development in city, road is more and more wideer, and vehicle flowrate is increasing, and carrying capacity is more and more higher, and is also more and more higher to the supporting capacity requirement of well lid.Therefore,, on road, use, will reach the trial load of the 36t of " casting iron well lid standard " standard code at least no matter use which kind of material to make well lid.
Yet, in the well lid of prior art, though casting iron well lid intensity height is stolen easily.And except casting iron well lid, present well lid majority is that the employing concrete is a matrix, strengthens with steel fibre, steel mesh reinforcement, stirrup, and stirrup adopts truncated cone-shaped, steel mesh reinforcement is longitude and latitude right angle type and spider net form, and the intensity of this well lid but can not reach the requirement of heavy track.
For example, CN2557594Y discloses the antitheft manhole cover of a kind of steel fibrous concrete, this well lid is being provided with one deck iron sheet on the former periphery and on the side surface, and is being formed with the literal and the pattern of convex-concave on iron sheet at the nahlock of being made by the steel fibrous concrete material.This kind well lid adopts steel fibrous concrete to be composited, and has shock resistance, and corrosion resistant advantage requires (resistance to compression 360KN) but intensity still can not reach heavy track.
Therefore, need urgently to develop and a kind ofly can substitute casting iron well lid and intensity also can meet the requirements of new pattern manhole cover.
The utility model content
The purpose of this utility model is that the intensity that overcomes existing well lid existence does not reach the defective of requirement, provides a kind of new pattern manhole cover that can substitute casting iron well lid and have higher-strength.
To achieve these goals, the utility model provides a kind of well lid, this well lid comprises concrete substrate and is positioned at the well lid skeleton of concrete substrate inside, wherein, described well lid skeleton is made of a plurality of equally distributed reinforcing ribs, described reinforcing rib is arc, and arc arc top is adjacent to the upper surface of described concrete substrate.
In the well lid that the utility model provides, owing to adopted the well lid cage construction that constitutes by arc reinforcing rib to combine with concrete, improved the weight capacity of well lid greatly, when using specific concrete composition, can make well lid meet or exceed the weight capacity of casting iron well lid especially, thereby a kind of high-strength novel well lid that can substitute casting iron well lid is provided.
Description of drawings
Fig. 1 is the schematic diagram of the set-up mode of well lid skeleton in the well lid that shows preparation among the utility model embodiment 1;
Fig. 2 is the longitudinal plan of well lid skeleton set-up mode in the well lid for preparing among the utility model embodiment 3;
Fig. 3 is the structural representation of the well lid of preparation among the utility model embodiment 3;
Fig. 4 is the schematic diagram of well lid skeleton set-up mode in the well lid for preparing among the utility model embodiment 4-8;
Fig. 5 is the longitudinal plan of well lid skeleton set-up mode in the well lid for preparing among the utility model embodiment 4-8;
Fig. 6 is the structural representation of the well lid for preparing among the utility model embodiment 4-8;
Fig. 7 is the structural representation of the well lid for preparing among the utility model embodiment 4-8.
The specific embodiment
The utility model provides a kind of well lid, this well lid comprises concrete substrate 1 and is positioned at the well lid skeleton 2 of concrete substrate inside, wherein, described well lid skeleton 2 is made of a plurality of equally distributed reinforcing ribs, described reinforcing rib is arc, and arc arc top is adjacent to the upper surface of described concrete substrate 1.
In the utility model, it is identical that term " upper surface " and those skilled in the art understand, and is meant that well lid in use accepts the surface of ambient pressure.
In the utility model, the thickness of the radian of described reinforcing rib and described concrete substrate 1 can in very large range change, as long as can make the intensity of the well lid that makes reach requirement, under the preferable case, the radian of described reinforcing rib can be 0.2-0.4, and the thickness of described concrete substrate 1 can be 3-10 centimetre.
Under the preferred situation, a plurality of described reinforcing ribs formation dome structures interlaced with each other, this can further improve the intensity of well lid.
In order further to improve the intensity of described well lid, described well lid can also comprise annular base 3, the end of described a plurality of reinforcing ribs is fixed on the annular base 3, this structure can make the very high intensity that has of described well lid, even, therefore can make well lid can be used for various extreme working environments considerably beyond the intensity of casting iron well lid.
The position of described annular base can in very large range change, for example, can be arranged on the inside of described concrete substrate 1 with well lid skeleton 2, also can be arranged on the outside of concrete substrate 1, under the preferable case, the cross section of described annular base 3 is a corner-shape structure, and described annular base 3 is wrapped in the edge of described concrete substrate 1 bottom, so both can realize improving the purpose of well lid intensity, the parcel that can pass through the annular base 3 of corner-shape structure is arranged, improve the wear-resisting and anti-performance of bumping of well lid.Preferred described reinforcing rib is bar-shaped.
According to the utility model, the shape of described well lid has no particular limits, and can be the various needed shapes of well lid environment that are provided with, and for example, can be circular, square, ellipse etc.
According to the utility model, the material of the material of described reinforcing rib and described annular base 3 has no particular limits, the material of the material of described reinforcing rib and described annular base 3 can be identical or different, for example, can be steel, glass fiber reinforced plastic, sticking plaster or nylon rod, be preferably steel, described steel can most preferably be T-steel for round steel, combi-rope or T-steel.
According to the utility model, described concrete substrate 1 by concrete mix through solidifying to form, described concrete mix can be various this areas concrete composition commonly used, under the preferable case, described concrete mix contains silica sand, stone, cement, water reducing agent and water, wherein, described concrete also contains enhancing antiseepage sand, and described enhancing antiseepage sand comprises drift-sand and is coated on first cementing agent on the surface of described silica sand.
In the preferred case, with described concrete gross weight is benchmark, the content of described silica sand can be 10-35 weight %, the content of described stone can be 20-60 weight %, the content of described cement can be 10-30 weight %, the content of described water reducing agent can be 0.05-1 weight %, and the content of described enhancing antiseepage sand can be 1-10 weight %, and the content of described water can be 10-15 weight %; Under further preferred situation, the content of described silica sand can be 15-30 weight %, the content of described stone can be 30-50 weight %, the content of described cement can be 15-25 weight %, the content of described water reducing agent can be 0.1-1 weight %, the content of described enhancing antiseepage sand can be 2-8 weight %, and the content of described water can be 11-14 weight %.The content of each composition can guarantee that concrete has better workability, intensity, distortion and durability in above-mentioned preferable range the time.
According to the utility model, described silica sand preferably uses the drift-sand that forms naturally in the desert, and described enhancing antiseepage sand can be by obtaining with the coating of first cementing agent after described silica sand washing, oven dry and the roasting.In the preferred case, before washing, choose the silica sand that mean particle diameter is 75-850 μ m by sieve, water is with the earth flush away in the silica sand then, after oven dry under 80-150 ℃, be transferred in the calcinating kiln at 200-2000 ℃ of following roasting 2-5 hour, after roasting finishes, be cooled to 80-400 ℃ with 25-650 ℃/hour cooling rate, be transferred to then in the puddle mixer, add first cementing agent and mix, the surface that can obtain is coated with the enhancing antiseepage sand of first cementing agent.Also can stir 5-15min mixing further adding curing compound of back, antiseepage sand is enhanced.Wherein, curing compound can use the curing compound of the various routines in this area, as resol etc.With respect to first cementing agent of 100 weight portions, the consumption of described curing compound is preferably the 10-50 weight portion.By under 200-2000 ℃ with the silica sand roasting, can remove its surperficial impurity on the one hand, quartz in the silica sand undergoes phase transition (573 ℃ of α are to the β reversible transition, and 870 ℃ of β are to the γ irreversible transition) in the heating roasting process on the other hand, so can strengthen the intensity of silica sand greatly.
According to the utility model, the mean particle diameter of described enhancing antiseepage sand can be 45-850 μ m, is preferably 50-200 μ m.The mean particle diameter of described enhancing antiseepage sand can use various granulometry devices commonly used to measure, for example can use size sieves (standard screen) to measure, mean particle diameter is in above-mentioned scope the time, help strengthening antiseepage sand and be filled into better in the concrete space, make concrete more closely knit.The average grain intensity of described enhancing antiseepage sand is 20-60N, is preferably 30-50N.And the average grain intensity of undressed silica sand described in the utility model is generally 15-30N.The average grain intensity of described enhancing antiseepage sand can be measured by for example following method: picked at random 30 granule grains, use the sub-universal testing machine (CMT4204 of microcomputer controlled electro, company is newly thought carefully by the Shenzhen) test the maximum pressure value that sand grains can bear, average as average grain intensity.Granule strength helps improving concrete intensity in above-mentioned scope the time.The sphericity of described enhancing antiseepage sand can be 0.5-0.8, is preferably 0.6-0.8.The sphericity of described enhancing antiseepage sand can be measured according to SY/T5108-2006 fracturing propping agents performance indications and test recommend method, and obtain with reference sphericity plate contrast, sphericity is in above-mentioned scope the time, helping strengthening antiseepage sand moves in concrete gap, and then be filled into better in the concrete gap, make concrete more closely knit.
According to the utility model, described first cementing agent can be for realizing the various cementing agents of the purpose of this utility model, in concrete gap, bring into play better cementation in order to make enhancing antiseepage sand, make bond between concrete each composition tightr, in the preferred case, described first cementing agent can be epoxy resin or phenolic resins, can use this area epoxy resin or phenolic resins commonly used usually, and weight average molecular weight is generally 300-10000.Under further preferable case, described first cementing agent is an epoxy resin, and weight average molecular weight is 8000-12000, and epoxide number is 0.4-0.6eq/100g.Epoxy resin can use make a concerted effort epoxy resin E44, the epoxide number of chemical industry Co., Ltd of Beijing for example to be 0.41-0.47eq/100g, epoxy resin E51, epoxide number are 0.48-0.54eq/100g, epoxy resin E42, epoxide number are 0.38-0.45, phenolic resins can use the make a concerted effort 939P phenolic resins of chemical industry Co., Ltd of Beijing for example, these resins can be used alone, and also can severally be used in combination.Weight with described silica sand is benchmark, and the content of described first cementing agent can be 0.5-3 weight %, is preferably 0.5-1.5 weight %.
According to the utility model, described water reducing agent can be the various water reducing agents that can realize the purpose of this utility model, in order to reduce the mixing water amount, to improve concrete strength, in the preferred case, described water reducing agent can use at least a in polycarboxylic acids, polyamide, melamine and the naphthalene series high-efficiency water-reducing agent.Described polycarboxylic acids and polyamide weight average molecular weight can be 6000-45000.
According to the utility model, under the situation that does not influence concrete performance of the present utility model, can also contain other various additives, for example can contain and to disperse at least a in rubber powder, silicon ash, flyash, breeze and the kaolin, by adding described additive, can increase substantially concrete comprehensive technical performance, as adhesion strength, compressive strength, rupture strength etc.Described additive all can be commercially available.Can disperse rubber powder can use JGB-101 for example can disperse rubber powder; The silicon ash claims silica flour again, and Main Ingredients and Appearance is SiO
2, the byproduct when being smelting ferrosilicon or industrial silicon, the cold oxidation of silicon steam and cold the gathering dust of discharging by cigarette get, and can use the silicon ash of for example Beijing inspiration development in science and technology Co., Ltd; Flyash can use for example flyash of Beijing's electric power flyash industrial group; Breeze can use the GH breeze of Beijing inspiration development in science and technology Co., Ltd; Kaolin can use the calcined kaolin of Beijing Orient Australia Chinese science and trade Co., Ltd.The viewpoint of concrete intensity of collateral security and anti-seepage effect is considered, is standard with described concrete gross weight, and described content of additive can be 0.5-35%.
According to the utility model, described silica sand can be the various natural sands without artificial treatment of this area routine, for example can use river sand, sea sand or drift-sand etc., and they all can be commercially available, and can at random select according to actual needs.
Described stone can be the various stones of this area routine, and particle diameter is 5-25mm usually, can be commercially available.
Described cement can be various portland cements conventional in this area, that is, cement is by the levigate in proportion mixing of limestone, clay, Iron Ore Powder, and mixture at this time is in raw material.Calcine then, general temperature is about 1450 ℃, and the product after the calcining is in grog.Then that grog and gypsum is levigate together, mix in proportion, just be referred to as cement.Described cement can be commercially available.
In the utility model, described concrete composition can mix stirring and obtain in 1-5 minute by the various raw materials that will form above-mentioned concrete composition.
According to the utility model, described mixing stirring method does not have specific restriction, can adopt existing various mixing stirring means, such as adopting concrete mixer commonly used to mix, concrete mixer can use various types of mixers, for example the sharp Deco skill of Beijing knob Co., Ltd model is provided is 55-C0199 concrete mixer etc.
A kind of preferred embodiment in; described well lid also comprises the topping 4 that is positioned on the described concrete substrate 1; wherein; topping 4 comprises the aggregate and second cementing agent; the content of the described aggregate and second cementing agent can in very large range change; under the preferable case; aggregate with respect to 100 weight portions; the content of described second cementing agent can be the 3-15 weight portion; the kind of described aggregate has no particular limits, and for example, can be silica sand; in haydite and the bead one or more; under the preferable case, the mean particle diameter of described aggregate can be 20-900 μ m.Described topping can improve the friction factor of well lid, thereby makes well lid can satisfy application in road construction.
According to the utility model, the kind of described second cementing agent has no particular limits, for example, described second cementing agent can be epoxy adhesive, also can be the mixture of epoxy adhesive and acrylic resin binder and/or polyurethane resin cementing agent, with respect to 100 parts by weight of epoxy resin cementing agents, the content of described acrylic resin binder and/or polyurethane resin cementing agent can be the 1-100 weight portion.
The weight average molecular weight of described epoxy adhesive can be 8000-12000, and epoxide number is 0.4-0.6eq/100g.Epoxy resin can use the make a concerted effort epoxy resin E44 of chemical industry Co., Ltd of Beijing for example, epoxide number is 0.41-0.47eq/100g, epoxy resin E51, epoxide number is 0.48-0.54eq/100g, epoxy resin E42, epoxide number is 0.38-0.45, the weight average molecular weight of described acrylic resin binder can be 5000-60000, can be commercially available, for example, the acrylic resin binder of the BD811 model that Xiangfan City symbasis bonding adhesive factory produces, the weight average molecular weight of described polyurethane resin cementing agent can be 5000-80000, can be commercially available, for example, cross the polyurethane resin cementing agent of the ws-5000 model of company of limit chemicals (Guangzhou) Co., Ltd production.
Under the preferable case; described topping 4 can also contain hydrophobic resin; the content of hydrophobic resin has no particular limits; under the preferable case; aggregate with respect to 100 weight portions; the content of described hydrophobic resin can be the 0.1-5 weight portion, and the weight average molecular weight of described hydrophobic resin can be 8000-12000, can be in hydrophobicity epoxy resin, hydrophobicity phenolic resins, hydrophobicity polyurethane resin and the hydrophobicity silicones one or more.The existence of described hydrophobic resin can make described well lid have the better hydrophobic energy, uses thereby make well lid can be adapted at having in the field of waterproof requirement.
Described hydrophobicity epoxy resin, hydrophobicity phenolic resins, the kind of hydrophobicity polyurethane and hydrophobicity silicones is conventionally known to one of skill in the art, for example, described hydrophobicity epoxy resin can be the glycidol ether based epoxy resin, the ethylene oxidic ester based epoxy resin, the glycidol amine epoxy resin, line style aliphatic category epoxy resin, alicyclic based epoxy resin, polysulfide-rubber-modified epoxy, the polyamide modified epoxy, polyvinyl alcohol uncle butyraldehyde modified epoxy, acrylonitrile butadiene rubber modified epoxy resin, phenolic resin modified epoxy resin, the mylar modified epoxy, urine aldehyde melmac modified epoxy, the furfural resin modified epoxy, the vinyl modified epoxy, in isocyanate modified epoxy resin and the silicones modified epoxy one or more.
For example, described hydrophobicity phenolic resins can be in dimethylbenzene phenol-formaldehyde resin modified, epoxy resin modification phenolic resins and the organic silicon modified phenolic resin one or more.
The thickness of described topping 4 has no particular limits, and can in very large range change according to the needs of using, and under the preferable case, the thickness of described topping 4 can be 0.5-3 centimetre.In addition, described topping can also contain colorant, and to increase the aesthetics of well lid, described colorant kind, color and content have no particular limits, and can adjust according to the needed color of reality, pattern etc.
In following embodiment and Comparative Examples, silica sand (river sand, sea sand or drift-sand) surmounts building materials commerce and trade Co., Ltd available from Beijing; Stone surmounts building materials commerce and trade Co., Ltd available from Beijing, and particle diameter is 2.5-20mm; Cement is available from Beijing Cement Plant Co., Ltd.; Water reducing agent is the KSM-830 high-efficiency water-reducing agent of poly-carboxylic acid available from the U.S. amalgamation chemical product of Beijing Keyes Co., Ltd.
Drift-sand sieved obtains the drift-sand that particle diameter is 45-850 μ m, and behind washing Ex-all earth wherein, at 120 ℃ down after the oven dry, recording average grain intensity is 20N.Drift-sand after the above-mentioned oven dry is transferred in the calcinating kiln 1000 ℃ of following roastings 3 hours, roasting finishes back insulation 3.5 hours, be transferred in the puddle mixer then, naturally cool to 200 ℃, epoxy adhesive (Beijing chemical industry Co., Ltd that makes a concerted effort that adds the 1 weight % account for drift-sand, epoxy resin E44) mixes, resol (the Shanghai Ou Sheng chemical industry Co., Ltd that adds the 20 weight % that account for cementing agent then, model is 2127), stir after 15 minutes, the surface that can obtain is coated with the enhancing antiseepage sand of cementing agent.
Drift-sand sieved obtains the drift-sand that particle diameter is 45-850 μ m, and behind washing Ex-all earth wherein, at 120 ℃ down after the oven dry, recording average grain intensity is 25N.Drift-sand after the above-mentioned oven dry is transferred in the calcinating kiln 1800 ℃ of following roastings 2.5 hours, roasting finishes back insulation 2 hours, be transferred in the puddle mixer then, naturally cool to 200 ℃, phenolic resin adhesive (Beijing chemical industry Co., Ltd that makes a concerted effort that adds the 2.5 weight % account for drift-sand, 939P phenolic resins) mix, resol (the Shanghai Ou Sheng chemical industry Co., Ltd that adds the 20 weight % that account for cementing agent then, model is 2127), stir after 10 minutes, the surface that can obtain is coated with the enhancing antiseepage sand of cementing agent.
The use diameter is 8 round steel of 8 millimeters, by welding the well lid skeleton is set according to structure as depicted in figs. 1 and 2, form dome structures, in these 8 round steel, wherein 4 radian is 0.36, other four radian is 0.34, and the bottom surface area of this dome structures (circle) is 37.4 square centimeters, and the summit of dome structures is 5 centimetres apart from the height of basal surface.
The well lid skeleton that forms is placed in the stainless steel tank (internal diameter is 695mm, high 55mm), and injects concrete in stainless steel tank, the thickness that solidifies the concrete substrate that makes formation is 5.5 centimetres.The polycarboxylate water-reducer of the stone (average grain diameter is 0.3-0.7cm) of the sand that consists of 0.8 weight portion of described concrete composition (average grain diameter is 100 μ m), 1.2 weight portions, the cement of 0.8 weight portion, 0.006 weight portion, the calcium sulphoaluminate type expansion agent (the new person of outstanding talent in Beijing Building Materials Factory) of 0.064 weight portion, the water of 0.2 weight portion.Cover with plastic foil and to preserve moisture, room temperature (20-30 ℃) is solidified the demoulding after 24 hours, rewaters maintenance after 28 days, makes well lid A1.
The use diameter is 8 round steel of 50 millimeters, by welding the well lid skeleton is set according to structure as shown in Figure 3 and Figure 4, form dome structures, wherein, in these 8 round steel, wherein 4 radian is 0.33, and other four radian is 0.34, the bottom surface area of this dome structures (circle) is 37.4 square centimeters, and the summit of dome structures is 4.5 centimetres apart from the height of basal surface.Afterwards, the dome structures that forms is welded on the round angle steel ring (internal diameter is 690mm, high 50mm), makes skeleton; Be placed in the stainless steel tank (5 centimetres of internal diameter 690 cm x), and inject concrete in stainless steel tank, the thickness that solidifies the concrete substrate that makes formation is 5 centimetres.The polycarboxylate water-reducer of the stone (average grain diameter is 0.5-1.2cm) of the sand that consists of 0.8 weight portion of described concrete composition (average grain diameter is 100 μ m), 1.2 weight portions, the cement of 0.8 weight portion, 0.006 weight portion, the calcium sulphoaluminate type expansion agent (the new person of outstanding talent in Beijing Building Materials Factory) of 0.064 weight portion, the water of 0.2 weight portion.Cover with plastic foil and to preserve moisture, room temperature (20-30 ℃) is solidified the demoulding after 24 hours, rewaters maintenance after 28 days, makes well lid A2 (angle steel is wrapped in the edge of described concrete substrate bottom).
Embodiment 5
The use diameter is 8 round steel of 10 millimeters, by welding the well lid skeleton is set according to structure as shown in Figure 3 and Figure 4, form dome structures, wherein, in these 8 round steel, wherein 4 radian is 0.36, and other four radian is 0.34, the bottom surface area of this dome structures (circle) is 37.4 square centimeters, and the summit of dome structures is 5 centimetres apart from the height of basal surface.Afterwards, the dome structures that forms is welded on the round angle steel ring (internal diameter is 690mm, high 50mm), makes skeleton.
In stainless steel tank (6 centimetres of internal diameter 690 cm x), place protective layer material; described protective layer material comprises silica sand (mean particle diameter is 80 μ m), 5 parts by weight of epoxy resin cementing agents (west, the Guangzhou card constructional materials Co., Ltd of 100 weight portions; Sika 731); again the skeleton that makes is put into above the topping; and in stainless steel tank, inject concrete; the thickness that solidifies the concrete substrate that makes formation is 6 centimetres, and the thickness of topping is 1 centimetre.The polycarboxylate water-reducer of the stone (average grain diameter is 0.5-1.2cm) of the sand that consists of 0.8 weight portion of described concrete composition (average grain diameter is 100 μ m), 1.2 weight portions, the cement of 0.8 weight portion, 0.006 weight portion, the calcium sulphoaluminate type expansion agent (the new person of outstanding talent in Beijing Building Materials Factory) of 0.064 weight portion, the water of 0.2 weight portion.Cover with plastic foil and to preserve moisture, room temperature (20-30 ℃) is solidified the demoulding after 24 hours, rewaters maintenance after 28 days, makes well lid A3 (angle steel is wrapped in the edge of described concrete substrate bottom).
Embodiment 6
Prepare well lid A4 according to the method identical with embodiment 3, difference is consisting of of described concrete composition: river sand 50kg, stone 80kg, cement 37kg, strengthen antiseepage sand 10kg, water reducing agent 1kg and water 22kg.
River sand, stone and cement are joined concrete mixer (the sharp Deco skill of Beijing knob Co., Ltd; Model is 55-C0199) in, start mixer, do and mix, mix the back and add the enhancing antiseepage sand that embodiment 1 makes, continue to be stirred to evenly after, add water reducing agent and water, stirring is 3 minutes under the mixing speed of 150r/min, obtains concrete composition.
Embodiment 7
Prepare well lid A5 according to the method identical with embodiment 3, difference is consisting of of described concrete composition: river sand 20kg, stone 78kg, cement 60kg, strengthen antiseepage sand 20kg, water reducing agent 2kg and water 20kg.
River sand, stone and cement are joined concrete mixer (the sharp Deco skill of Beijing knob Co., Ltd; Model is 55-C0199) in, start mixer, do and mix, mix the back and add the enhancing antiseepage sand that embodiment 1 makes, continue to be stirred to evenly after, add water reducing agent and water, stirring is 5 minutes under the mixing speed of 150r/min, obtains concrete composition.
Embodiment 8
Prepare well lid A6 according to the method identical with embodiment 3, difference is consisting of of described concrete composition: river sand 70kg, stone 77.9kg, cement 20kg, strengthen antiseepage sand 2kg, water reducing agent 0.1kg and water 30kg.
River sand, stone and cement are joined concrete mixer (the sharp Deco skill of Beijing knob Co., Ltd; Model is 55-C0199) in, start mixer, do and mix, mix the back and add the enhancing antiseepage sand that embodiment 1 makes, continue to be stirred to evenly after, add water reducing agent and water, stirring is 1 minute under the mixing speed of 150r/min, obtains concrete composition.
Embodiment 9-14
According to the supporting capacity of the well lid A1-A6 that makes among CJ/T 121-2000 " regenerating resin manhole cover made of composite material " the detection embodiment 1-6, the result is as shown in table 1.
Table 1
| Numbering | Embodiment 9 | Embodiment 10 | Embodiment 11 | Embodiment 12 | Embodiment 13 | Embodiment 14 |
| The well lid numbering | A1? | A2? | A3? | A4? | A5? | A6? |
| Supporting capacity | 37 tons | 38 tons | 38 tons | 42 tons | 43 tons | 42 tons |
As can be seen from the above table, the supporting capacity of the well lid that the utility model provides has all reached the standard (36 tons) of casting iron well lid, and well lid A2 that embodiment 10 and 11 records and the supporting capacity of A3 are better, the supporting capacity of the well lid A4-A6 that while embodiment 12-14 records is far longer than the standard of casting iron well lid especially, the well lid that the utility model provides is described owing to adopted the well lid cage construction that constitutes by arc reinforcing rib to combine with concrete, improved the weight capacity of well lid greatly, when using specific concrete composition, can make well lid meet or exceed the weight capacity of casting iron well lid especially, thereby a kind of high-strength novel well lid that can substitute casting iron well lid is provided.
Claims (8)
1. well lid, this well lid comprises concrete substrate (1) and is positioned at the inner well lid skeleton (2) of this concrete substrate (1), it is characterized in that, described well lid skeleton (2) is made of a plurality of equally distributed reinforcing ribs, described reinforcing rib is arc, and arc arc top is adjacent to the upper surface of described concrete substrate (1).
2. well lid according to claim 1 is characterized in that, the radian of described reinforcing rib is 0.2-0.4, and the thickness of described concrete substrate (1) is 3-10 centimetre.
3. well lid according to claim 1 and 2 is characterized in that, a plurality of described reinforcing ribs formation dome structures interlaced with each other.
4. well lid according to claim 1 and 2 is characterized in that, this well lid also comprises annular base (3), and the end of described a plurality of reinforcing ribs is fixed in described annular base (3).
5. well lid according to claim 4 is characterized in that, the cross section of described annular base (3) is a corner-shape structure, and described annular base (3) is wrapped in the edge of described concrete substrate (1) bottom.
6. well lid according to claim 4 is characterized in that, described reinforcing rib is bar-shaped.
7. well lid according to claim 1 is characterized in that, this well lid also comprises the topping (4) that is positioned at described concrete substrate (1) upper surface.
8. well lid according to claim 7 is characterized in that, the thickness of described topping (4) is 0.5-3 centimetre.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010202562369U CN201809788U (en) | 2010-03-31 | 2010-06-30 | Well cover |
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201010138132.2 | 2010-03-31 | ||
| CN201010138132 | 2010-03-31 | ||
| CN2010202562369U CN201809788U (en) | 2010-03-31 | 2010-06-30 | Well cover |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201809788U true CN201809788U (en) | 2011-04-27 |
Family
ID=43892729
Family Applications (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201010224113 Expired - Fee Related CN102206942B (en) | 2010-03-31 | 2010-06-30 | Well cover |
| CN2010202562369U Expired - Fee Related CN201809788U (en) | 2010-03-31 | 2010-06-30 | Well cover |
Family Applications Before (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201010224113 Expired - Fee Related CN102206942B (en) | 2010-03-31 | 2010-06-30 | Well cover |
Country Status (1)
| Country | Link |
|---|---|
| CN (2) | CN102206942B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102206942A (en) * | 2010-03-31 | 2011-10-05 | 北京仁创科技集团有限公司 | Well cover |
| CN105971021A (en) * | 2016-06-18 | 2016-09-28 | 张阳康 | Manufacturing technology of high-strength well lid |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102747749B (en) * | 2012-06-25 | 2014-05-21 | 陈良洪 | Indentation steel wire-doped concrete structure and preparation method thereof |
| CN106565173A (en) * | 2016-11-10 | 2017-04-19 | 三峡大学 | Efflorescent sand concrete and fabricating method thereof |
| CN107119791A (en) * | 2017-05-14 | 2017-09-01 | 南通德瑞森复合材料有限公司 | A kind of new glass fibre reinforced plastic trench cover plate |
| CN113982300B (en) * | 2021-09-09 | 2023-03-17 | 上海建为历保科技股份有限公司 | Epoxy resin repair process for bucket arch |
| CN115819033B (en) * | 2022-09-23 | 2023-08-22 | 华南泵业有限公司 | Polymer concrete material with glass fiber ribs, preparation method and application |
Family Cites Families (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2288212Y (en) * | 1997-03-07 | 1998-08-19 | 徐蕴贤 | Changeable steel fibre concrete manhole cover |
| JP3325872B2 (en) * | 2000-02-22 | 2002-09-17 | 虹技株式会社 | Concrete composite cast iron lid |
| CN2437737Y (en) * | 2000-06-28 | 2001-07-04 | 刘东波 | Cast iron concrete cover of manhole |
| US6877281B1 (en) * | 2001-01-22 | 2005-04-12 | Stackable riser configuration | |
| CN2498214Y (en) * | 2001-10-18 | 2002-07-03 | 曾建祥 | Composite drain covers |
| CN2578392Y (en) * | 2002-10-22 | 2003-10-08 | 王建荣 | Butt plate with sandwiching structure |
| CN2782777Y (en) * | 2005-03-30 | 2006-05-24 | 周群刚 | Moulded compound material manhole cover |
| CN102206942B (en) * | 2010-03-31 | 2013-04-10 | 北京仁创科技集团有限公司 | Well cover |
-
2010
- 2010-06-30 CN CN 201010224113 patent/CN102206942B/en not_active Expired - Fee Related
- 2010-06-30 CN CN2010202562369U patent/CN201809788U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102206942A (en) * | 2010-03-31 | 2011-10-05 | 北京仁创科技集团有限公司 | Well cover |
| CN105971021A (en) * | 2016-06-18 | 2016-09-28 | 张阳康 | Manufacturing technology of high-strength well lid |
| CN105971021B (en) * | 2016-06-18 | 2017-12-29 | 张阳康 | A kind of high-strength well cover makes production technology |
Also Published As
| Publication number | Publication date |
|---|---|
| CN102206942B (en) | 2013-04-10 |
| CN102206942A (en) | 2011-10-05 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN201809788U (en) | Well cover | |
| CN101880142B (en) | Method for preparing wall and floor tile adhesive mortar by using mill tailings | |
| CN106242428B (en) | A kind of sludge ceramsite water-permeable brick and preparation method thereof | |
| CN102260059A (en) | High-strength antiseepage concrete | |
| CN102199025B (en) | Structure reinforcing material taking steel slag as aggregate | |
| CN108424091A (en) | A kind of high intensity pervious concrete and preparation method thereof | |
| CN107382215B (en) | Preparation method of high-density concrete road | |
| CN106242327A (en) | Regenerated micropowder cement admixture and preparation method thereof | |
| CN109046375A (en) | A kind of catalyst based on lateritic nickel ore waste residue, preparation method and its application in COD degradation | |
| CN110331821A (en) | A kind of rectangular FRP of fastener type FRP tie hoop enhancing manages full coral aggregate seawater coagulation earth pillar | |
| CN101857403B (en) | Permeable concrete and preparation method thereof | |
| CN102936115A (en) | Production method of cement-based grouting material | |
| CN103626440A (en) | Dry-mixed mortar prepared from hot furnace slag and preparation method of dry-mixed mortar | |
| CN109574609A (en) | A method of alkali-activated carbonatite concrete shrinkage cracking is effectively relieved | |
| CN106116324A (en) | A kind of glass microballoon lightweight sound barrier and preparation method thereof | |
| CN111848035A (en) | Grouting material for connecting reinforcing steel bar sleeve and preparation method and application thereof | |
| CN107056326A (en) | A kind of environmental protection and energy saving material and preparation method thereof | |
| CN111362660B (en) | Baking-free pavement brick and preparation method thereof | |
| CN109437933A (en) | A kind of semi-drying is without concrete steel slag grid and preparation method thereof | |
| CN111393148A (en) | Energy-saving wear-resistant water permeable brick and preparation method thereof | |
| CN107021703A (en) | Composite highly effective micropowders grouting material | |
| CN109456000A (en) | A kind of water-permeable brick and preparation method thereof | |
| CN107759153A (en) | A kind of permeable product of alkali-activated carbonatite high-titanium slag and preparation method thereof | |
| CN104961409B (en) | Cast self-thermal-insulation wall doped with iron tailings and manufacturing method | |
| CN107686325A (en) | A kind of novel corrosion resistant water-permeable brick |
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: 20110427 Termination date: 20140630 |
|
| EXPY | Termination of patent right or utility model |