CN104032898A - Three-dimensional fiber gird bar reinforced concrete structural part - Google Patents
Three-dimensional fiber gird bar reinforced concrete structural part Download PDFInfo
- Publication number
- CN104032898A CN104032898A CN201410243183.XA CN201410243183A CN104032898A CN 104032898 A CN104032898 A CN 104032898A CN 201410243183 A CN201410243183 A CN 201410243183A CN 104032898 A CN104032898 A CN 104032898A
- Authority
- CN
- China
- Prior art keywords
- fiber
- reinforced concrete
- concrete
- concrete structural
- structural member
- 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.)
- Granted
Links
Abstract
The invention discloses a three-dimensional fiber gird bar reinforced concrete structural part, which comprises concrete and fiber grid bars, wherein the fiber grid bars are arranged in the concrete and fall into double layers or multiple layers; every two adjacent layers of the fiber grid bars are connected through connecting rods; and the connecting direction is the vertical direction or the inclined direction. The three-dimensional fiber gird bar reinforced concrete structural part has the advantages that one three-dimensional fiber grid bar is added in the concrete structural part, so the tensile strength, the bending strength, the toughness and the crack-resistant performance of the concrete structural part can be improved; the weight can also be reduced; corrosion resistance and electromagnetic interference prevention are achieved; and the three-dimensional fiber gird bar reinforced concrete structural part is applicable to the fields of bridges, pavements, buildings and the like.
Description
Technical field
The present invention relates to concrete structure technique field, is a kind of three-dimensional fiber grid rib reinforced concrete structural member specifically, is particularly suitable for beam, board member, can be used for the structures such as pavement slab, bridge deck, paving steel bridge deck, building girder sheet-pile.
Background technology
Ordinary concrete is that fragile material, stretch-proof performance and bend resistance poor-performing and unit weight are large.Though it is many that conventional steel concrete improves its defect, concrete produces behind crack, and the easy corrosion of reinforcing bar, unit weight are also large, and especially reinforced concrete member, under the adverse circumstances such as marine corrosion, after corrosion of steel bar, is easily split up concrete component; And reinforcing bar strengthen concrete component there is metal material, easily to electromagnetic signal produce disturb.And if adopt chopped strand to strengthen concrete, easily there is agglomeration in chopped strand in concrete substrate, disperses inhomogeneously, and short fiber improves limited to the supporting capacity of concrete component.
Summary of the invention
The object of the invention is the problem existing for prior art, provide that a kind of intensity is high, good toughness, crack resistance are good, corrosion-resistant, the three-dimensional fiber grid rib reinforced concrete structural member of anti-electromagnetic interference.
The technical solution used in the present invention is: a kind of three-dimensional fiber grid rib reinforced concrete structural member, comprise concrete and fiber mesh muscle, described fiber mesh muscle is arranged in concrete, described fiber mesh muscle bilayer or multilayer, between adjacent each layer of fiber mesh muscle, connect by pitman, closure is vertical or oblique.
As preferably, described pitman adopts latch rod, " bow " type rod, " work " word rod or grooved rod.
As preferably, described grooved rod is connected with fiber mesh muscle by structure glue and two ends elbow.
As preferably, described bow " type rod is connected with fiber mesh muscle by structure glue and two ends elbow.
As preferably, described " work " word rod is directly connected with fiber mesh muscle by structure glue.
As preferably, when connected mode adopts when vertical, described latch rod inserts fiber mesh muscle Nodes preformed hole by structure glue is connected with fiber mesh muscle; When connected mode adopts when oblique, described latch rod is directly connected with fiber mesh muscle by structure glue, or is formed through the preformed hole braiding of Nodes by fiber bundle resin pickup.
As preferably, described fiber mesh muscle and pitman are by fiber and resin solidification moulding, fiber comprises carbon fiber, glass fiber, basalt fibre, aramid fiber or hybridization fiber, be preferably carbon fiber, resin adopts unsaturated polyester (UP), vinylite, epoxy resin, phenolic resins and all kinds of structure glue, is preferably epoxy resin.
As preferably, described concrete is ordinary concrete, steel fibrous concrete, epoxy resin concrete, aqueous epoxy resins concrete or RPC.
Beneficial effect: the present invention by adding three-dimensional fiber grid muscle in concrete substrate, can in concrete, form the three-dimensional net structure running through continuously and mutually separately, the toughness that grid ribs has because of the concrete substrate mutually running through with it obtains toughness reinforcing, and concrete is because the skeleton rigidity carrying effect of fibrillar meshwork structure reinforcement is enhanced.Toughness and the cracking resistance that therefore can significantly improve the tension of concrete component and flexural strength, concrete component, can also alleviate construction weight, corrosion-resistant, electromagnetic shielding.Be applicable to the fields such as bridge board, road slab, building structure.
Brief description of the drawings
Fig. 1 is the embodiment of the present invention 1 three-dimensional fiber grid rib reinforced concrete structural member schematic diagram;
Fig. 2 is the embodiment of the present invention 1 three-dimensional fiber grid muscle vertical connection structure schematic diagram;
Fig. 3 is the oblique syndeton schematic diagram of the embodiment of the present invention 2 three-dimensional fiber grid muscle;
Fig. 4 is the connection diagram that the embodiment of the present invention 2 adopts latch bar form;
Fig. 5 is the connection diagram that the embodiment of the present invention 1 adopts " bow " type bar form;
Fig. 6 is the embodiment of the present invention 1 " bow " type bar structure schematic diagram;
Fig. 7 is the connection diagram that the embodiment of the present invention 3 adopts " work " word bar form;
Fig. 8 is the embodiment of the present invention 3 " work " word bar structure schematic diagram;
Fig. 9 is the connection diagram that the embodiment of the present invention 4 adopts grooved bar form;
Figure 10 is the embodiment of the present invention 4 grooved bar structure schematic diagrames.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, the present invention will be further described.
Embodiment 1
As shown in Fig. 1,2,5 and 6: three-dimensional fiber grid rib reinforced concrete structural member of the present invention, it comprises two layer web lattice muscle 2, fiber mesh muscle 2 adopts grid rib 10mm, mesh length of side 90mm, thickness 5mm.Bottom fiber grid ribs 2 is apart from concrete 1 bottom surface 100mm, and top fiber grid ribs 2, apart from concrete 1 end face 80mm, connects by pitman 3 between two layer web lattice muscle 2, and closure is vertical.Pitman 3 forms adopt " bow " type rod 5 forms, and " bow " type rod 5 is connected with fiber mesh muscle 2 by " bow " type rod elbow 7 and structure glue, and concrete 1 adopts ordinary concrete.
Embodiment 2
As shown in Figures 3 and 4, three-dimensional fiber grid rib reinforced concrete structural member of the present invention, it comprises fiber mesh muscle 2, fiber mesh muscle 2 adopts grid rib 15mm, mesh length of side 135mm, thickness 6mm.Bottom fiber grid ribs 2 is apart from concrete 1 bottom surface 80mm, and top fiber grid ribs 2, apart from concrete 1 end face 80mm, connects by pitman 3 between two layer web lattice muscle 2.Pitman 3 forms adopt latch rod 4 forms, when closure is vertical: bond by structure glue between the preformed hole 6 on latch rod 4 and fiber mesh muscle 2, when closure is oblique: latch rod 4 is directly connected with fiber mesh muscle 2 by structure glue, and concrete 1 adopts epoxy resin concrete.
Embodiment 3
As shown in FIG. 7 and 8, three-dimensional fiber grid rib reinforced concrete structural member of the present invention, it comprises fiber mesh muscle 2, fiber mesh muscle 2 adopts grid rib 10mm, mesh length of side 90mm, thickness 5mm.Bottom fiber grid ribs 2 is apart from concrete 1 bottom surface 100mm, and top fiber grid ribs 2, apart from concrete 1 end face 80mm, connects by pitman 3 between two layer web lattice muscle 2.Pitman 3 forms adopt " work " word rod 8 forms, and " work " word rod 8 is connected with fiber mesh muscle 2 by structure glue, and concrete 1 adopts steel fibrous concrete.
Embodiment 4
As shown in Figures 9 and 10, three-dimensional fiber grid rib reinforced concrete structural member of the present invention, it comprises fiber mesh muscle 2, fiber mesh muscle 2 adopts grid rib 15mm, mesh length of side 135mm, thickness 6mm.Bottom fiber grid ribs 2 is apart from concrete 1 bottom surface 80mm, and top fiber grid ribs 2, apart from concrete 1 end face 80mm, connects by pitman 3 between two layer web lattice muscle 2.Pitman 3 forms adopt grooved rod 9 forms, and grooved rod 9 is connected with fiber mesh muscle 2 by grooved rod elbow 10 and structure glue, and concrete 1 adopts RPC.
In above-described embodiment, the preparation flow of three-dimensional fiber grid rib reinforced concrete structural member is as follows:
A, making fiber mesh muscle 2.Fiber mesh muscle 2 use weft fiber bundles (carbon fiber, glass fiber, basalt fibre, aramid fiber or hybridization fiber) and the orthogonal braiding of radial fiber bundle (carbon fiber, glass fiber, basalt fibre, aramid fiber or hybridization fiber), solidify and one with resin (comprising: unsaturated polyester (UP), vinylite, epoxy resin, phenolic resins), form fiber mesh muscle 2.
B, formation three-dimensional fiber grid muscle.Utilize pitman 3 that two-layer or multi-layer fiber grid muscle 2 are connected in one, form space three-dimensional fiber mesh muscle.
C, poured in place concrete 1.In concrete blinding, lay three-dimensional fiber grid muscle 2, control position well, concreting 1 forms entirety maintenance.
In above-mentioned preparation technology: the kind of the kind of the each parameter size of the form of structure of fiber mesh muscle 2 and size, fiber and quantity, resin, the kind of concrete 1 and thickness, the form of pitman 3 all can be adjusted as required flexibly.
It should be pointed out that for those skilled in the art, under the premise without departing from the principles of the invention, can also make some improvements and modifications, these improvements and modifications also should be considered as protection scope of the present invention.In the present embodiment not clear and definite each ingredient all available prior art realized.
Claims (8)
1. a three-dimensional fiber grid rib reinforced concrete structural member, it is characterized in that: comprise concrete and fiber mesh muscle, described fiber mesh muscle is arranged in concrete, described fiber mesh muscle bilayer or multilayer, between adjacent each layer of fiber mesh muscle, connect by pitman, closure is vertical or oblique.
2. a kind of three-dimensional fiber grid rib reinforced concrete structural member according to claim 1, is characterized in that: described pitman adopts latch rod, " bow " type rod, " work " word rod or grooved rod.
3. a kind of three-dimensional fiber grid rib reinforced concrete structural member according to claim 2, is characterized in that: described grooved rod is connected with fiber mesh muscle by structure glue and two ends elbow.
4. a kind of three-dimensional fiber grid rib reinforced concrete structural member according to claim 2, is characterized in that: described " bow " type rod is connected with fiber mesh muscle by structure glue and two ends elbow.
5. a kind of three-dimensional fiber grid rib reinforced concrete structural member according to claim 2, is characterized in that: described " work " word rod is directly connected with fiber mesh muscle by structure glue.
6. a kind of three-dimensional fiber grid rib reinforced concrete structural member according to claim 2, is characterized in that: when connected mode adopts when vertical, described latch rod inserts fiber mesh muscle Nodes preformed hole by structure glue is connected with fiber mesh muscle; When connected mode adopts when oblique, described latch rod is directly connected with fiber mesh muscle by structure glue, or is formed through the preformed hole braiding of Nodes by fiber bundle resin pickup.
7. a kind of three-dimensional fiber grid rib reinforced concrete structural member according to claim 1, it is characterized in that: described fiber mesh muscle and pitman are by fiber and resin solidification moulding, fiber is carbon fiber, glass fiber, basalt fibre, aramid fiber or hybridization fiber, and resin adopts unsaturated polyester (UP), vinylite, epoxy resin or phenolic resins.
8. a kind of three-dimensional fiber grid rib reinforced concrete structural member according to claim 1, is characterized in that: described concrete is ordinary concrete, steel fibrous concrete, epoxy resin concrete, aqueous epoxy resins concrete or RPC.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410243183.XA CN104032898B (en) | 2014-06-03 | 2014-06-03 | A kind of three-dimensional fiber grid rib reinforced concrete structural member |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410243183.XA CN104032898B (en) | 2014-06-03 | 2014-06-03 | A kind of three-dimensional fiber grid rib reinforced concrete structural member |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104032898A true CN104032898A (en) | 2014-09-10 |
| CN104032898B CN104032898B (en) | 2016-03-23 |
Family
ID=51463870
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410243183.XA Active CN104032898B (en) | 2014-06-03 | 2014-06-03 | A kind of three-dimensional fiber grid rib reinforced concrete structural member |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104032898B (en) |
Cited By (20)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104291751A (en) * | 2014-09-26 | 2015-01-21 | 安徽芜湖飞琪水泥制品有限公司 | Poly(ethyl acrylate)-carbon fiber cement concrete and preparation method thereof |
| CN104310874A (en) * | 2014-09-26 | 2015-01-28 | 安徽芜湖飞琪水泥制品有限公司 | Poly (ethyl methacrylate)-polypropylene fiber cement concrete and preparation method thereof |
| CN104310876A (en) * | 2014-09-26 | 2015-01-28 | 安徽芜湖飞琪水泥制品有限公司 | Poly (ethyl methacrylate)-glass fiber cement concrete and preparation method thereof |
| CN104310875A (en) * | 2014-09-26 | 2015-01-28 | 安徽芜湖飞琪水泥制品有限公司 | Poly (ethyl methacrylate)-steel fiber cement concrete and preparation method thereof |
| CN104846732A (en) * | 2015-05-19 | 2015-08-19 | 卢国林 | Total-activity powder concrete application-based corrugated plate box beam of bridge |
| CN104929036A (en) * | 2015-06-05 | 2015-09-23 | 山东聚智机械科技有限公司 | Basalt fiber board concrete combined arch ring, manufacturing method thereof and arch bridge |
| CN104961367A (en) * | 2015-06-16 | 2015-10-07 | 金周宝 | Method of utilizing steel fiber concrete for 3D printing of building |
| CN106120550A (en) * | 2016-06-24 | 2016-11-16 | 谷建义 | Three-dimensional porous fibrous material deck installation structure and construction method thereof |
| CN106149561A (en) * | 2016-06-24 | 2016-11-23 | 谷建义 | The bridge deck pavement structure of complex three-dimensional porous material and construction method thereof |
| CN106168014A (en) * | 2016-06-24 | 2016-11-30 | 谷建义 | Three-dimensional porous metal material deck installation structure and construction method thereof |
| CN105178161B (en) * | 2015-06-05 | 2016-12-07 | 山东聚源玄武岩纤维股份有限公司 | Basalt fibre board concrete combination beam and preparation method thereof and beam bridge |
| CN107268887A (en) * | 2017-08-02 | 2017-10-20 | 武汉科技大学 | A kind of steel fibre grid laying strengthens concrete flexural member |
| CN107938931A (en) * | 2017-12-29 | 2018-04-20 | 长沙紫宸科技开发有限公司 | A kind of quick laying bridge or road surface or floor flexible composite board |
| CN108099279A (en) * | 2017-12-29 | 2018-06-01 | 长沙紫宸科技开发有限公司 | A kind of flexible anti-settling composite plate of marshland road pavement |
| CN108360751A (en) * | 2018-04-19 | 2018-08-03 | 中冶建筑研究总院有限公司 | Multiple material grid shearing resistance stirrup, beams of concrete and preparation process comprising it |
| CN109339342A (en) * | 2018-11-22 | 2019-02-15 | 南京工业大学 | A kind of space lattice body enhancing concrete and its preparation process |
| CN109594720A (en) * | 2018-12-20 | 2019-04-09 | 深圳市中科金朗产业研究院有限公司 | A kind of composite material structural member and application thereof |
| CN109779152A (en) * | 2019-01-11 | 2019-05-21 | 东南大学 | One kind be circular layout fiber-reinforced composite material grid ribs Punching Shear construction |
| CN109838037A (en) * | 2019-01-11 | 2019-06-04 | 东南大学 | A kind of novel three-dimensional fiber-reinforced composite material grid ribs Punching Shear construction |
| CN112331375A (en) * | 2020-11-23 | 2021-02-05 | 四川玄武岩纤维新材料研究院(创新中心) | Basalt and other fiber honeycomb fabric nuclear shielding composite material and preparation method and application thereof |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5025605A (en) * | 1987-06-26 | 1991-06-25 | Shimizu Construction Co., Ltd. | Meshwork reinforced and pre-stressed concrete member, method and apparatus for making same |
| CN2287653Y (en) * | 1997-04-11 | 1998-08-12 | 杨东升 | Space pressure skeleton |
| CN2474628Y (en) * | 2001-04-16 | 2002-01-30 | 谢志祥 | Three dimentional hollow network frame |
| CN1873103A (en) * | 2006-06-23 | 2006-12-06 | 天津市河道闸站管理总所 | Hydrotechnics gate made from concrete of fibre tendon, and preparation method |
| CN202882222U (en) * | 2012-02-18 | 2013-04-17 | 常州同维佳业新材料科技有限公司 | Reinforcing fabric with three-dimensional grids |
| CN203867074U (en) * | 2014-06-03 | 2014-10-08 | 南京工业大学 | Three-dimensional fiber grid rib reinforced concrete structure member |
-
2014
- 2014-06-03 CN CN201410243183.XA patent/CN104032898B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5025605A (en) * | 1987-06-26 | 1991-06-25 | Shimizu Construction Co., Ltd. | Meshwork reinforced and pre-stressed concrete member, method and apparatus for making same |
| CN2287653Y (en) * | 1997-04-11 | 1998-08-12 | 杨东升 | Space pressure skeleton |
| CN2474628Y (en) * | 2001-04-16 | 2002-01-30 | 谢志祥 | Three dimentional hollow network frame |
| CN1873103A (en) * | 2006-06-23 | 2006-12-06 | 天津市河道闸站管理总所 | Hydrotechnics gate made from concrete of fibre tendon, and preparation method |
| CN202882222U (en) * | 2012-02-18 | 2013-04-17 | 常州同维佳业新材料科技有限公司 | Reinforcing fabric with three-dimensional grids |
| CN203867074U (en) * | 2014-06-03 | 2014-10-08 | 南京工业大学 | Three-dimensional fiber grid rib reinforced concrete structure member |
Cited By (27)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104291751A (en) * | 2014-09-26 | 2015-01-21 | 安徽芜湖飞琪水泥制品有限公司 | Poly(ethyl acrylate)-carbon fiber cement concrete and preparation method thereof |
| CN104310874A (en) * | 2014-09-26 | 2015-01-28 | 安徽芜湖飞琪水泥制品有限公司 | Poly (ethyl methacrylate)-polypropylene fiber cement concrete and preparation method thereof |
| CN104310876A (en) * | 2014-09-26 | 2015-01-28 | 安徽芜湖飞琪水泥制品有限公司 | Poly (ethyl methacrylate)-glass fiber cement concrete and preparation method thereof |
| CN104310875A (en) * | 2014-09-26 | 2015-01-28 | 安徽芜湖飞琪水泥制品有限公司 | Poly (ethyl methacrylate)-steel fiber cement concrete and preparation method thereof |
| CN104291751B (en) * | 2014-09-26 | 2016-06-29 | 安徽芜湖飞琪水泥制品有限公司 | Polyethyl acrylate-carbon fiber water cement concrete and preparation method thereof |
| CN104310876B (en) * | 2014-09-26 | 2016-06-29 | 安徽芜湖飞琪水泥制品有限公司 | Polyethyl acrylate-glass fibre cement concrete and preparation method thereof |
| CN104310875B (en) * | 2014-09-26 | 2016-07-06 | 安徽芜湖飞琪水泥制品有限公司 | Polyethyl acrylate-steel fiber reinforced concrete and preparation method thereof |
| CN104310874B (en) * | 2014-09-26 | 2016-07-06 | 安徽芜湖飞琪水泥制品有限公司 | Polyethyl acrylate-PP fiber reinforced cement concrete and preparation method thereof |
| CN104846732A (en) * | 2015-05-19 | 2015-08-19 | 卢国林 | Total-activity powder concrete application-based corrugated plate box beam of bridge |
| CN104929036A (en) * | 2015-06-05 | 2015-09-23 | 山东聚智机械科技有限公司 | Basalt fiber board concrete combined arch ring, manufacturing method thereof and arch bridge |
| CN105178161B (en) * | 2015-06-05 | 2016-12-07 | 山东聚源玄武岩纤维股份有限公司 | Basalt fibre board concrete combination beam and preparation method thereof and beam bridge |
| CN104961367A (en) * | 2015-06-16 | 2015-10-07 | 金周宝 | Method of utilizing steel fiber concrete for 3D printing of building |
| CN106149561A (en) * | 2016-06-24 | 2016-11-23 | 谷建义 | The bridge deck pavement structure of complex three-dimensional porous material and construction method thereof |
| CN106168014B (en) * | 2016-06-24 | 2019-01-04 | 谷建义 | Three-dimensional porous metal material deck installation structure and its construction method |
| CN106120550A (en) * | 2016-06-24 | 2016-11-16 | 谷建义 | Three-dimensional porous fibrous material deck installation structure and construction method thereof |
| CN106168014A (en) * | 2016-06-24 | 2016-11-30 | 谷建义 | Three-dimensional porous metal material deck installation structure and construction method thereof |
| CN106120550B (en) * | 2016-06-24 | 2019-01-18 | 谷建义 | Three-dimensional porous fibrous material deck installation structure and its construction method |
| CN107268887A (en) * | 2017-08-02 | 2017-10-20 | 武汉科技大学 | A kind of steel fibre grid laying strengthens concrete flexural member |
| CN107938931A (en) * | 2017-12-29 | 2018-04-20 | 长沙紫宸科技开发有限公司 | A kind of quick laying bridge or road surface or floor flexible composite board |
| CN108099279A (en) * | 2017-12-29 | 2018-06-01 | 长沙紫宸科技开发有限公司 | A kind of flexible anti-settling composite plate of marshland road pavement |
| CN108099279B (en) * | 2017-12-29 | 2023-10-27 | 长沙紫宸科技开发有限公司 | Flexible anti-sedimentation composite board for paving marsh roads |
| CN108360751A (en) * | 2018-04-19 | 2018-08-03 | 中冶建筑研究总院有限公司 | Multiple material grid shearing resistance stirrup, beams of concrete and preparation process comprising it |
| CN109339342A (en) * | 2018-11-22 | 2019-02-15 | 南京工业大学 | A kind of space lattice body enhancing concrete and its preparation process |
| CN109594720A (en) * | 2018-12-20 | 2019-04-09 | 深圳市中科金朗产业研究院有限公司 | A kind of composite material structural member and application thereof |
| CN109779152A (en) * | 2019-01-11 | 2019-05-21 | 东南大学 | One kind be circular layout fiber-reinforced composite material grid ribs Punching Shear construction |
| CN109838037A (en) * | 2019-01-11 | 2019-06-04 | 东南大学 | A kind of novel three-dimensional fiber-reinforced composite material grid ribs Punching Shear construction |
| CN112331375A (en) * | 2020-11-23 | 2021-02-05 | 四川玄武岩纤维新材料研究院(创新中心) | Basalt and other fiber honeycomb fabric nuclear shielding composite material and preparation method and application thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104032898B (en) | 2016-03-23 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104032898B (en) | A kind of three-dimensional fiber grid rib reinforced concrete structural member | |
| US20120124937A1 (en) | Hybrid frp-concrete-steel double-skin tubular beams and hybrid dstb/slab units using the beams | |
| CN103410089A (en) | Orthotropic steel plate-fiber grating reinforced concrete combined deck structure | |
| CN107044083A (en) | A kind of double-wall corrugated steel pipe reinforced concrete hollow pier post | |
| CN203867074U (en) | Three-dimensional fiber grid rib reinforced concrete structure member | |
| CN107675812B (en) | Ultra-high performance concrete plate seam connection structure and its construction method | |
| RU2633462C1 (en) | Reinforced formwork block with retained formwork and building structure | |
| CN103556565A (en) | Connection construction for girders made of concrete with different performance | |
| CN203420221U (en) | Orthotropic steel plate-fiber grid reinforced concrete combined bridge floor structure | |
| CN102108758A (en) | Fiber reinforced polymer-steel stranded wire composite bar concrete beam | |
| CN104612277A (en) | Steel bar assembly and reinforced concrete frame beam structure with same | |
| KR100980658B1 (en) | Different material reinforcing bar for artificial structure | |
| CN203144900U (en) | Bridge deck structure integrating orthotropic steel plate and composite hollow plate | |
| CN203923885U (en) | A kind of bridge box type girder that adopts sandwich | |
| CN206071086U (en) | The system of prestress rope integrative consolidation slab column | |
| CN104074114A (en) | Three-dimensional honeycomb reinforced concrete product made from composite material and preparation method of product | |
| CN204112212U (en) | The SCS concrete pier of steel tube of a kind of end built-in transverse syndeton | |
| KR100959137B1 (en) | Rock work | |
| CN207959646U (en) | Prefabricated superimposed sheet | |
| KR101103299B1 (en) | Hybrid reinforced member | |
| CN101096880A (en) | Hollow slab mounted permanent sectional pattern member and implement method thereof | |
| CN220099633U (en) | Novel reinforced underwater fiber sleeve | |
| CN104233949B (en) | The SCS concrete pier of steel tube of a kind of end built-in transverse syndeton | |
| CN206070352U (en) | A kind of bridge and its shearing resistance combinative structure | |
| CN101451382A (en) | Light wall board core plate parts |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |