CN1724815A - Metal net composition board and its making method - Google Patents
Metal net composition board and its making method Download PDFInfo
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- CN1724815A CN1724815A CN 200410053324 CN200410053324A CN1724815A CN 1724815 A CN1724815 A CN 1724815A CN 200410053324 CN200410053324 CN 200410053324 CN 200410053324 A CN200410053324 A CN 200410053324A CN 1724815 A CN1724815 A CN 1724815A
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- compoboard
- wire lath
- plate
- concrete
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Abstract
The invention relates a metallic net combined plate and the making method. It include following steps of fixedly inserting the metallic net in the middle of concrete blocks, separately arranging the concrete blocks to form the blocked metallic net combined plate, able to be connected into a larger area building material applied to the hydraulic engineering. As the foundation is eroded to sink, the spacing gaps on the combined plate can become preset cracks for deforming, adaptive to the change of landform by bending deformation of the metallic net to make partial structure of the combined plate change but the whole invariant, keeping the whole flexibility of the concrete blocks to continue playing the role in preventing the eroding of the water flow, and achieving the purpose of anti-eroding and protecting bank.
Description
[technical field]
The present invention relates to a kind of Irrigation constructing materials and preparation method thereof, particularly a kind of its preparation method of compoboard.
[background technology]
Present bank protection bank protection, adopt the precast concrete plate of monolithic to connect covering, the concrete plate folder of monolithic is worn reinforcing bar, reinforcing bar stretches out outside the concrete plate, by clip or steel wire the concrete plate of monolithic is connected again and cover on the bank protection, improve surface, dike pool impact resistance, stop water to destroy.
The protection form of this structure, the gap between plate and the plate is bigger, and the basis is washed in a pan empty easily; As connecting material, cost is bigger with reinforcing bar; The reinforcing bar head becomes folding and forms cranse, adopts clip by cranse plate to be connected; At first the processing cost of cranse has also formed extraneous expense; Moreover adopt reinforcing bar as connecting material, and corrosion easily, fracture because reinforcing bar is not yielding, only depend on the gap between clip and cranse or cranse and the cranse to carry out activity between plate and the plate, and therefore, it is poor that integral body adapts to the foundation settlement deformability; Owing to be that monolithic is connected, so the complexity of installation, construction slowly simultaneously; And this integral body that is connected to form still is a kind of semirigid integral body, run into the basis and wash in a pan empty, sedimentation, then the prefabricated panel of the erosion control of rigidity will be maked somebody a mere figurehead, torn, fragmentation, can be broken up washout one by one by water.Can not play the purpose that long-term bank protection protects toe.
[technology contents]
Be to overcome the problems such as deficiency, construction complexity of existing erosion control panel rigidity, the present invention by the following technical solutions:
A kind of wire lath compoboard comprises wire lath and concrete plate, and wire lath is mounted in the middle of the concrete plate, it is characterized in that the concrete plate partitioned arrangement.This sectional type compoboard with the wire lath build-in can connect into the bigger building materials of area, is used for hydraulic engineering.When the foundation scouring sedimentation, because wire lath is arranged as connector, and plate is to separate Boulez, so the present invention can partly drop and not rupture, partial structure changes, but whole constant, continues performance and stops the current scour, it is stable that earth in the bulwark pool own or easy washout material are constructed, and reaches the purpose that the erosion control bank protection protects.
Use this compoboard, can form the integral body of a flexibility, overcome the deficiency of rigid panel easy fracture, play the effect of protection embankment better.And adopt wire lath as the connection basis parts, the gap between plate and the plate can be done very for a short time, has prevented current washing away the basis effectively.
Above-mentioned wire lath compoboard is characterized in that the edge of wire lath exceeds concrete plate, and the edge of described wire lath closes the limit for braiding.It is exactly the sealing closing in limit that the wire lath braiding forms that the limit is closed in braiding, braiding is closed the limit and be can be used as interconnective parts between the concrete plate, when two block concrete plates connect, can pass the hole on braiding limit of wire lath of the adjacent edge of two block concrete plates by steel cable or other rope class thing, fixed form between this plate and the plate is simple, easy construction, and bonding strength is big, reliability is high, can satisfy the use under the adverse circumstances.
Above-mentioned wire lath compoboard, the mesh that it is characterized in that described wire lath is a quadrangle.
Above-mentioned wire lath compoboard, the mesh that it is characterized in that described wire lath is a hexagon.Wire lath with these two kinds of shape of a mesh, its stability are than higher, and wire lath is mounted in the concrete plate, are not easy to become flexible, deviate from.
Above-mentioned wire lath compoboard is characterized in that the edge of described compoboard is provided with connecting hole.Pass connecting hole with wire or fastener each piece compoboard is further connected, form a bigger integral body.
Above-mentioned wire lath compoboard is characterized in that the plate of described compoboard is provided with the limbers.The water of plate below can be discharged by this drain hole, reduces the extruding to plate, prolongs the life-span of compoboard; Simultaneously can on the slit between limbers or plate group, plant plant, reach the effect of greening and environmental protection.Whether the limbers is set, decides by environment for use.So it is much better than to have the energy force rate prior art that the compoboard of this structure conforms.
Above-mentioned wire lath compoboard is characterized in that filling flexible material between the plate of described compoboard.Flexible material can satisfy on the one hand the requirement of the flexibility of compoboard integral body, also can blind, and make the effect of plate bank protection bank better.
Above-mentioned wire lath compoboard is characterized in that filled bitumen between the plate of described compoboard.Asphalt price is lower, and sealing performance is also better, helps promoting the use of this structure design.
A kind of preparation method of compoboard is characterized in that may further comprise the steps:
(a) place one deck interlayer on the ground;
(b) on interlayer, place counterdie;
(c) wire lath is fixed on the counterdie;
(d) on counterdie, place patrix;
(e) concrete is poured in the mould, vibration is enriched;
(f) be placed to concrete setting;
(g) take out compoboard.
Can easily concrete for making be formed compoboard by above step, thereby provide convenience for the suitability for industrialized production of compoboard.
The preparation method of above-mentioned compoboard is characterized in that adding following steps in step (b) back: place parting bead in counterdie; Add following steps in (d) back: in patrix, place parting bead.The described mould of this method can be a framework, the time forms separation between plate and the plate by parting bead in perfusion.Parting bead can take out when depanning, also can not take out.Parting bead can be filled parting bead with conducts such as foamed plastics simultaneously, foamed plastics can take out like this, a direct part as plate, so can be out of shape naturally according to the extruding between plate and the plate, still can be used as partition, can not become the obstruction that the gap is out of shape because foamed plastics can be out of shape.
[description of drawings]
Fig. 1 is used for the schematic diagram of embankment for the present invention;
Fig. 2 is a structural representation of the present invention;
Fig. 3 is the structural representation of preparation method embodiment 5 of the present invention;
Fig. 4 is the structural representation of preparation method embodiment 6 of the present invention.
[specific embodiment]
Embodiment 1:
A kind of wire lath compoboard 1, comprise wire lath 5 and concrete plate 4, wire lath is mounted in the middle of the concrete plate 4, the concrete plate partitioned arrangement, the mesh of wire lath is a quadrangle, and the edge 7 of wire lath exceeds concrete plate, and the edge of described wire lath closes the limit for braiding, the plate of compoboard is provided with limbers 3, filled bitumen between the plate of compoboard.
Embodiment 2:
As different from Example 1, the used wire lath of the described wire lath compoboard of present embodiment be interweave the braiding and mesh be hexagon, the edge of compoboard is provided with connecting hole 6, connecting hole is a through hole.
Embodiment 3:
Different with embodiment 1 and 2 is, in the present embodiment between the plate of described compoboard filling foamed plastics.
With reference to accompanying drawing, after compoboard 1 connection, be fixed on the bank protection 2, because compoboard is connected as skeleton by wire lath, can adapt to the variation of ground well, the requirement of the distortion the when variation of plate adaptation ground can be satisfied in the gap between plate and the plate is because these gaps can become the reservation crack when being out of shape, so whole fracture can not take place, have the ability of very strong adaptation ground variation compared with the plate of rigidity.
The outstanding braiding of connecting hole by compoboard or wire lath is closed the limit and can easily the monolithic compoboard be connected into bigger integral body, satisfies the requirement of large-area bank protection.
Perforate on the plate can be used as drain hole, and the water of plate below can release from the hole, reduces hydraulic pressure to plate stress, and the life-span that plate is used is longer; Simultaneously, drain hole also can be planted plant, plays the effect of greening.
Can pass the hole on braiding limit of wire lath or the connecting hole of concrete slab block edge is connected by ropy between plate and the plate.
In reality on probation, compoboard has been obtained good effect.Protected the dike pool effectively, prevented that embankment is by the current scour.
Embodiment 5:
A kind of preparation method of compoboard is characterized in that may further comprise the steps:
(a) place one deck interlayer 12 on the ground;
(b) on interlayer, place counterdie 11;
(c) wire lath 5 is fixed on the counterdie;
(d) on counterdie, place patrix 10;
(e) concrete is poured in the mould, vibration is enriched;
(f) be placed to concrete setting;
(g) take out compoboard.
Embodiment 6:
The preparation method of the described compoboard of present embodiment adds following steps in step (b) back as different from Example 5: place parting bead 16 in counterdie; Add following steps in (d) back: in patrix, place parting bead 15.
Upper die and lower die can adopt frame body in the present embodiment, and parting bead can have the hard material of certain pliability with foamed plastics etc.Like this, can take out parting bead during delivery, with parting bead directly as the filler of plate; And like this, the demoulding is also convenient, need not take out parting bead.Simultaneously, mold production process is simple, cost is also low.
Claims (11)
1, a kind of wire lath compoboard comprises wire lath and concrete plate, and wire lath is mounted in the middle of the concrete plate, it is characterized in that the concrete plate partitioned arrangement.
2, wire lath compoboard as claimed in claim 1, the mesh that it is characterized in that described wire lath is a quadrangle.
3, wire lath compoboard as claimed in claim 1, the mesh that it is characterized in that described wire lath is a hexagon.
4, as claim 1 or 2 or 3 described wire lath compoboards, it is characterized in that the edge of wire lath exceeds concrete plate, the edge of described wire lath closes the limit for braiding.
5, as claim 1 or 2 or 3 described wire lath compoboards, it is characterized in that the edge of described compoboard is provided with connecting hole.
6, wire lath compoboard as claimed in claim 4 is characterized in that the plate of described compoboard is provided with the limbers.
7, wire lath compoboard as claimed in claim 5 is characterized in that the plate of described compoboard is provided with the limbers.
8,, it is characterized in that filling flexible material between the plate of described compoboard as claim 6 or 7 described wire lath compoboards.
9, wire lath compoboard as claimed in claim 8 is characterized in that filled bitumen between the plate of described compoboard.
10, a kind of preparation method of wire lath compoboard is characterized in that may further comprise the steps:
(a) place one deck interlayer on the ground;
(b) on interlayer, place counterdie;
(c) wire lath is installed on the counterdie;
(d) on counterdie and wire lath, place patrix;
(e) concrete is poured in the mould, vibration is enriched;
(f) be placed to concrete setting;
(g) take out compoboard.
11, the preparation method of wire lath compoboard as claimed in claim 10 is characterized in that adding following steps in step (b) back: place parting bead in counterdie; Add following steps in (d) back: in patrix, place parting bead.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200410053324 CN1724815A (en) | 2004-07-23 | 2004-07-23 | Metal net composition board and its making method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200410053324 CN1724815A (en) | 2004-07-23 | 2004-07-23 | Metal net composition board and its making method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN1724815A true CN1724815A (en) | 2006-01-25 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200410053324 Pending CN1724815A (en) | 2004-07-23 | 2004-07-23 | Metal net composition board and its making method |
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| CN (1) | CN1724815A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103495279A (en) * | 2013-10-26 | 2014-01-08 | 湖南省常德市皇冠桌球台总厂 | Billiard table stone plate and manufacturing method thereof |
| CN103520904A (en) * | 2013-10-26 | 2014-01-22 | 湖南省常德市皇冠桌球台总厂 | Billiard table whole stone slab and manufacturing method thereof |
| CN109098145A (en) * | 2018-10-29 | 2018-12-28 | 海盐汇祥新型建材科技有限公司 | A kind of ecology grid block structure |
-
2004
- 2004-07-23 CN CN 200410053324 patent/CN1724815A/en active Pending
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103495279A (en) * | 2013-10-26 | 2014-01-08 | 湖南省常德市皇冠桌球台总厂 | Billiard table stone plate and manufacturing method thereof |
| CN103520904A (en) * | 2013-10-26 | 2014-01-22 | 湖南省常德市皇冠桌球台总厂 | Billiard table whole stone slab and manufacturing method thereof |
| CN103520904B (en) * | 2013-10-26 | 2016-05-18 | 湖南省常德市皇冠桌球台总厂 | A kind of billiard table entirety slabstone and preparation method thereof |
| CN103495279B (en) * | 2013-10-26 | 2016-05-18 | 湖南省常德市皇冠桌球台总厂 | A kind of billiard table stone slab and preparation method thereof |
| CN109098145A (en) * | 2018-10-29 | 2018-12-28 | 海盐汇祥新型建材科技有限公司 | A kind of ecology grid block structure |
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