CN2377286Y - Si-Mg concrete manhole cover - Google Patents

Si-Mg concrete manhole cover Download PDF

Info

Publication number
CN2377286Y
CN2377286Y CN99215161.9U CN99215161U CN2377286Y CN 2377286 Y CN2377286 Y CN 2377286Y CN 99215161 U CN99215161 U CN 99215161U CN 2377286 Y CN2377286 Y CN 2377286Y
Authority
CN
China
Prior art keywords
silicon
bamboo
concrete
layers
layer
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
CN99215161.9U
Other languages
Chinese (zh)
Inventor
李国柱
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 CN99215161.9U priority Critical patent/CN2377286Y/en
Application granted granted Critical
Publication of CN2377286Y publication Critical patent/CN2377286Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A30/00Adapting or protecting infrastructure or their operation
    • Y02A30/60Planning or developing urban green infrastructure

Landscapes

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

Abstract

本实用新型提供了一种硅镁砼的检查井井盖。它是由硅镁砼盖体内注连硅镁砼填充联接层、玻璃纤维布层和竹编网筋为增强骨架经共同模压联接组成硅镁砼盖板,由硅镁砼座体内注连连体的竹绳套圈和双并股竹片圈为增强骨架经模压联接组成的硅镁砼井口座,盖板嵌盖于井口座。其结构新颖、质轻坚固、节能利废、使用方便,可应用于城市供水、排水、煤气管道等系统的地下人孔检查井,系一种新型的检查井盖。

Figure 99215161

The utility model provides a silicon magnesium concrete inspection well cover. It is composed of Si-Mg concrete cover body injected with Si-Mg concrete filling connection layer, glass fiber cloth layer and bamboo braided mesh bar as the reinforced skeleton and then jointly molded to form a Si-Mg concrete cover plate. The rope loop and the double-strand bamboo loop are a silicon-magnesium concrete wellhead seat composed of reinforced skeletons connected by molding, and the cover plate is embedded in the wellhead seat. The utility model has the advantages of novel structure, light weight and firmness, energy saving and waste utilization, and convenient use, and can be applied to underground manhole inspection wells of urban water supply, drainage, gas pipeline and other systems, and is a new type of inspection well cover.

Figure 99215161

Description

Si-Mg concrete manhole well lid
The utility model relates to a kind of overburden of underground structure mesopore well head, especially a kind of well lid of manhole shaft.
In known technology, existing city municipal drainage, water supply, coal gas, the caliduct of being used for, the hole cover of the manhole shaft of system such as communication cable, power cable, main casting iron well lid or the cement concrete well lid of forming by wellhead receptacle and cover plate, but casting iron well lid easy-to-rust, cost height, also usually destroyed or steal and sell, make Kong Jing become trap by the lawless person; And cement concrete well lid structure heaviness, moulding is coarse, brings inconvenience for again installation and use.
The purpose of the utility model provides a kind of novel structure, firm light, the moistureproof rotproofness of quality is good, cheap, and novel manhole cover simple and easy, safe and convenient to use is installed.
For achieving the above object, the technical scheme that the utility model is taked is: adopting and filling context layer, layer 2-4 glass fiber layer of cloth and 1-3 layer bamboo weaving net muscle by the 2-6 of the company of notes layer Si-Mg concrete in the Si-Mg concrete lid is to strengthen skeleton to connect the silicon magnesium cover plate of being formed through co-molded, by the bamboo rope sling circle of annotating repeatedly body in the Si-Mg concrete pedestal and stranded bamboo sheet ring is to strengthen skeleton to connect the silicon-magnesium-concrete wellhead base of being formed through mold pressing, the cover plate embedding is placed on wellhead receptacle is combined into novel Si-Mg concrete manhole well lid.
Because the utility model is the well lid of Si-Mg concrete structure, it is better than the moistureproof corrosion resistant performance of existing casting iron well lid, cost is low, saves resource, because of no recovery value, be difficult for destroyed and stolen, than cement concrete well lid light weight, moulding fineness, easy for installation.Its novel structure, design innovation, energy-conservation profit are useless, firm durable, easy to use, can be applicable to the underground manhole shaft of systems such as urban water supply, draining, gas flue, telecommunications, electric power, are a kind of novel manhole cover.
Below in conjunction with drawings and Examples the utility model is described in further detail.
Fig. 1 is the sectional view of the utility model embodiment concrete structure.
Fig. 2 be among Fig. 1 wellhead receptacle along the sectional view of A-A line.
Fig. 3 is the amplification view of Fig. 1 cover plate along the A-A line.
Fig. 4 is the front view of bamboo weaving net muscle (4) among Fig. 1.
Be labeled as in the accompanying drawing: 1 Si-Mg concrete pedestal, 2 Si-Mg concrete lids, 3 glass fiber layer of cloths, 4 bamboo weaving net muscle, 5 Si-Mg concretes are filled context layer, 6 bamboo rope sling circles, 7 bamboo chip circles.
As accompanying drawing 1, Fig. 2, embodiment illustrated in fig. 3, Si-Mg concrete cover plate the best of the present utility model is by 3 layers of glass fiber layer of cloth (3 of the company of notes in the Si-Mg concrete lid (2) 1-3), 4 layers of Si-Mg concrete fill context layers (5 1-4) and 2 layers of bamboo weaving net muscle (4 1-2) form, in cover plate main body (2), connect fiber layer of cloth (3 from top to bottom successively -1), fill context layer (5 -1), bamboo weaving net muscle (4 -1), fill context layer (5 -2), fiber layer of cloth (3 -2), fill context layer (5 -3), bamboo weaving net muscle (4 -2), fill context layer (5 -4) and fiber layer of cloth (3 -3) co-molded connects and to become one.Silicon-magnesium-concrete wellhead base be in the base of Si-Mg concrete pedestal (1), annotate repeatedly the bamboo rope sling circle (6) of body and in perpendicular edge suitable for reading, annotate to connect stranded bamboo sheet ring (7) co-molded connect form.
Si-Mg concrete cover plate of the present utility model is best or by 2 layers of glass fiber layer of cloth (3 of the company of notes in the Si-Mg concrete lid (2) 1-2), 2 layers of Si-Mg concrete fill context layers (5 1-2) and 1 layer of bamboo weaving net muscle (4) form, (or from bottom to top) connects fiber layer of cloth (3 successively from top to bottom in cover plate main body (2) -1), fill context layer (5 -1), bamboo weaving net muscle (4), fill context layer (5 -2) and glass fiber layer of cloth (3 -2) co-molded connects and to become one.
As accompanying drawing 1, embodiment illustrated in fig. 4, the bamboo weaving net muscle (4) in the utility model cover plate is connected the circular bamboo weaving net muscle that the bamboo weaving stiffening ring is formed in its circumference outside again by be connected meter word and diamond crossing bamboo reinforcement of square hole bamboo net sheet.
It is to be major ingredient with magnesia, modified chlorinated magnesium that Si-Mg concrete lid (2) in the utility model, Si-Mg concrete are filled context layer (5) and Si-Mg concrete pedestal (1), with addition of auxiliary agents such as waterproof agent, diffusant, surfactant, emulsifier, curing compound, dose fillers such as phosphorus ore slag, flyash, wood chip, through mix to stir, compression molding is made.

Claims (3)

1、一种硅镁砼检查井井盖,它包括井口座和盖板,其特征是盖板是由硅镁砼盖体(2)内注连2-6层硅镁砼填充联接层(5)、2-4层玻璃纤维布层(3)和1-3层竹编网筋(4)为增强骨架所组成的硅镁砼盖板,井口座是由硅镁砼座体(1)内注连连体的竹绳套圈(6)和双并股竹片圈(7)为增强骨架所组成的硅镁砼井口座。1. A silicon-magnesium concrete inspection well cover, which includes a wellhead seat and a cover plate, characterized in that the cover plate is made of a silicon-magnesium concrete cover (2) and connected with 2-6 layers of silicon-magnesium concrete filling and connecting layers (5) , 2-4 layers of glass fiber cloth layers (3) and 1-3 layers of bamboo braided mesh bars (4) are the silicon-magnesia concrete cover plate composed of the reinforced skeleton, and the wellhead seat is made of silicon-magnesium concrete base (1). The integrated bamboo rope ferrule (6) and the double-strand bamboo sheet circle (7) are the silicon magnesium concrete wellhead seat formed by the reinforced skeleton. 2、根据权利要求1所述的检查井井盖,其特征是硅镁砼盖板最佳是由硅镁砼盖体(2)内注连2层硅镁砼填充联接层(51-2)、2层玻璃纤维布层(31-2)和1层竹编网筋(4)所组成,在硅镁砼盖体(2)内自上而下依次排列连接纤维布层(3-1)、填充联接层(5-1)、竹编网筋(4)、填充联接层(5-2)和纤维布层(3-2)共同模压联接为一体,或者是由硅镁砼盖体(2)内注连3层玻璃纤维布层(31-3)、4层硅镁砼填充联接层(51-4)和2层竹编网筋(41-2)所组成,在盖板主体(2)内自上而下依次连接纤维布层(3-1)、填充联接层(5-1)、竹编网筋(4-1)、填充联接层(5-2)、纤维布层(3-2)、填充联接层(5-3)、竹编网筋(4-2)、填充联接层(5-4)和纤维布层(3-3)共同模压联接成一体。2. The inspection well cover according to claim 1, characterized in that the silicon-magnesium concrete cover plate is preferably filled with two layers of silicon-magnesium concrete (5 1-2 ) by filling the silicon-magnesium concrete cover (2) , 2 layers of glass fiber cloth layers (3 1-2 ) and 1 layer of bamboo braided mesh bars (4), the connecting fiber cloth layers (3 -1 ) are arranged sequentially from top to bottom inside the silicon magnesium concrete cover (2) , the filling connection layer (5 -1 ), the bamboo braided mesh reinforcement (4), the filling connection layer (5 -2 ) and the fiber cloth layer (3 -2 ) are jointly molded and connected as one, or the cover is made of silicon magnesium concrete (2 ) is composed of 3 layers of glass fiber cloth (3 1-3 ), 4 layers of silicon-magnesium concrete filling and connecting layer (5 1-4 ) and 2 layers of bamboo braided mesh bars (4 1-2 ). (2) From top to bottom, connect the fiber cloth layer (3 -1 ), the filling connection layer (5 -1 ), the bamboo mesh reinforcement (4 -1 ), the filling connection layer (5 -2 ), the fiber cloth layer ( 3 -2 ), the filling connection layer (5 -3 ), the bamboo mesh reinforcement (4 -2 ), the filling connection layer (5 -4 ) and the fiber cloth layer (3 -3 ) are jointly molded and connected into one body. 3、根据权利要求1或2所述的检查井井盖,其特征是竹编网筋(4)是由方孔竹网片固连米字和菱形交叉筋再在其圆周外边连接竹编加强圈所组成的圆形竹编网筋。3. The inspection well cover according to claim 1 or 2, characterized in that the bamboo braided mesh reinforcement (4) is composed of a square-hole bamboo mesh sheet fixed with a rice character and a rhombus-shaped cross rib, and then connected with a bamboo braided reinforcement ring outside its circumference. round bamboo mesh bars.
CN99215161.9U 1999-06-21 1999-06-21 Si-Mg concrete manhole cover Expired - Fee Related CN2377286Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN99215161.9U CN2377286Y (en) 1999-06-21 1999-06-21 Si-Mg concrete manhole cover

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN99215161.9U CN2377286Y (en) 1999-06-21 1999-06-21 Si-Mg concrete manhole cover

Publications (1)

Publication Number Publication Date
CN2377286Y true CN2377286Y (en) 2000-05-10

Family

ID=34007176

Family Applications (1)

Application Number Title Priority Date Filing Date
CN99215161.9U Expired - Fee Related CN2377286Y (en) 1999-06-21 1999-06-21 Si-Mg concrete manhole cover

Country Status (1)

Country Link
CN (1) CN2377286Y (en)

Similar Documents

Publication Publication Date Title
CN206467922U (en) A kind of module-assembled component stair
CN2937350Y (en) Structure for rebuilding old house
CN105064408B (en) A kind of ultra-high performance concrete manhole cover
CN205530232U (en) Porous tub of non -sand concrete pile that permeates water and mounting structure thereof
CN2377286Y (en) Si-Mg concrete manhole cover
CN207582508U (en) A kind of permeable inspection well cover of eco-filtration
CN209775994U (en) High strength sculpture structure
CN106759512A (en) For municipal administration and the ultra-high performance concrete well lid and manufacture craft of power engineering
CN105908783A (en) Attractiveness-strengthened trench cover slab
CN207109996U (en) A kind of prefabricated assembled regeneration concrete Anti-flotation manhole
CN213062105U (en) Cable hand hole well theftproof node structure
CN201722707U (en) Inspection-well cover with aluminum alloy base
CN202175899U (en) Novel road well mouth anti-sinking bedding structure
CN207143841U (en) A kind of hydraulic engineering afforestation earth-retaining wall
CN2350439Y (en) Steel ring welded composite material manhole cover
CN220035082U (en) Soft soil roadbed reinforcing structure
CN207260086U (en) A kind of lakebed hardening structure
CN205776887U (en) Concrete exterior wall structure
CN209308140U (en) A U-shaped improved structural panel for toilet drainage on the same floor
CN2603118Y (en) High-strength composite material manhole cover
CN2425135Y (en) Water supply and sewerage manhole cover
CN2481762Y (en) Steel and fibre composite material concrete conver for manhole
CN222252237U (en) Basement waterproof wall structure
CN216615344U (en) Municipal works concrete road bed
CN201347561Y (en) Structure of road well

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