CN201704866U - Steel plate and concrete structure - Google Patents
Steel plate and concrete structure Download PDFInfo
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- CN201704866U CN201704866U CN2010201743210U CN201020174321U CN201704866U CN 201704866 U CN201704866 U CN 201704866U CN 2010201743210 U CN2010201743210 U CN 2010201743210U CN 201020174321 U CN201020174321 U CN 201020174321U CN 201704866 U CN201704866 U CN 201704866U
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Abstract
The utility model discloses a construction material, in particular a steel plate and concrete structure of a bridge plate and a floor plate. The steel plate and concrete structure comprises mutually connected cuboid steel plates and concrete poured among the steel plates, the steel plates are connected into at least one upper layer and one lower layer which are a middle upright layer and a crossed layer, wherein the middle upright layer is formed by arranging a plurality of spaced steel plates side by side, and the heights of the cross sections of the steel plates are greater than the widths; and the crossed layer is formed by arranged a plurality of spaced steel plates side by side and are connected above the upper surface or blow the lower surface of the middle upright layer, and the steel plates of the middle upright layer and the crossed layer are crosswise welded. The steel plate and concrete structure has the advantage of large bearing capacity, and compared with the common reinforcing steel bar, the steel plate and concrete structure has steel saving and low cost.
Description
Technical field
The utility model relates to a kind of constructional materials, particularly a kind of steel plate structure concrete.
Background technology
At present, generally use steel concrete on bridge board and floor, reinforcing bar is cylindrical, but the tensile stress of columniform reinforcing bar is not so good, the middle deformation that middle bent can take place when stressed, and supporting capacity is little, especially use on bridge board and floor, require this deformation the smaller the better.And the surface area of reinforcing bar is little, can not maximize and concrete binding, can not give full play to steel and concrete self performance advantage.Reduce the function of whole member, also caused the waste of material.Suppose existing simple supported box beam and T beam, the production process complexity needs equipment such as Liang Chang, large-scale transportation, installation, greatly wastes person property's power.
Summary of the invention
For solving above technical deficiency, it is a kind of firm in structure that the utility model provides, and cost is low, and supporting capacity is strong, is fit to use the steel plate structure concrete on bridge board and floor.
The utility model is realized by following measure:
A kind of steel plate structure concrete of the present utility model comprises the cuboid steel plate that is connected and is poured in concrete between the steel plate, and described steel plate connects at least two layers up and down:
Stand up layer in one, by some cross-sectional height greater than the steel plate of width forming side by side separately; With
One cross-level is made of side by side some steel plates separately; Stand up the upper surface top of layer or the below of soffit in being connected;
Stand up the steel plate right-angled intersection welding of layer and cross-level in described.
Steel plate structure concrete of the present utility model, described steel plate connect into three layers up and down, and described cross-level comprises two-layer, is respectively:
Tiling layer once greater than the steel plate of height forming side by side separately, and stands up the soffit below of the steel plate of layer by some cross-sectional width in being connected; With
Stand up layer on one, by some cross-sectional height greater than the steel plate of width forming side by side separately; Stand up a layer upper surface top in being connected;
Described down tiling layer and on stand up layer steel plate with in stand up layer the steel plate right-angled intersection weld.
Steel plate structure concrete of the present utility model, described steel plate connect into four layers up and down, and described cross-level is three layers, is respectively:
Tiling layer once stands up the soffit below of the steel plate of layer in being connected;
Tiling layer on one stands up the upper surface top of the steel plate of layer in being connected; With
Stand up layer on one, stand up layer in being connected or go up tiling layer upper surface top;
Described down tiling layer, go up the tiling layer and on stand up layer steel plate with in stand up the steel plate right-angled intersection welding of layer.
The beneficial effects of the utility model are: tensile stress of the present utility model is big, and the middle deformation that middle bent takes place when stressed is little, and surface area is big, can maximize and concrete binding, and supporting capacity is big, compares the saving steel with common reinforcing bar, and cost is low.Production process is very simple, can save person property's power greatly.
Description of drawings
Fig. 1 is a two-layer structural representation of the present utility model.
Fig. 2 is a structural representation of the present utility model three layers.
Fig. 3 is a structural representation of the present utility model four layers.
Among the figure: stand up layer in 1, tiling layer on 2,3 times tiling layers stand up layer on 4.
The specific embodiment
Embodiment 1: as shown in Figure 1, steel plate structure concrete of the present utility model, comprise the cuboid steel plate that is connected and be poured in concrete between the steel plate, steel plate connects into two-layer at least up and down: in stand up layer 1, by some cross-sectional height greater than the steel plate of width evenly forming side by side separately; Just the steel plate with cuboid stands up.Cross-level is made of side by side some steel plates separately; Stand up the upper surface top of layer 1 or the below of soffit in being connected; Stand up the steel plate right-angled intersection welding of layer 1 and cross-level in described.Such syndeton, the suffered tensile stress of the facade of steel plate is bigger.Density between the high size of the length and width of steel plate, the number of plies and each layer steel plate can specifically be determined according to different component needs and construction factor.
Embodiment 2: as shown in Figure 2, steel plate connects into three layers up and down: described cross-level comprises two-layer, be respectively: once tiling layer 3, greater than the steel plate of height forming side by side separately, and stand up the soffit below of the steel plate of layer 1 in being connected by some cross-sectional width; With one on stand up layer, by some cross-sectional height greater than the steel plate of width forming side by side separately; Stand up layer 1 upper surface top in being connected; Described down tiling layer 3 and on stand up layer 4 steel plate with in stand up the steel plate right-angled intersection welding of layer 1.Other is consistent with enforcement 1.
Embodiment 3: as shown in Figure 3, steel plate connects into four layers up and down, and cross-level is three layers, is respectively: once the tiling layer 3, stand up the soffit below of the steel plate of layer 1 in being connected; Tiling layer 2 on one, stand up the upper surface top of the steel plate of layer 1 in being connected; With one on stand up layer 4, stand up layer 1 in being connected or go up tiling layer 2 upper surface top; Described down tiling layer 3, go up tiling layer 2 and on stand up layer 4 steel plate with in stand up the steel plate right-angled intersection welding of layer 1.Other is consistent with embodiment 1.
Claims (3)
1. a steel plate structure concrete is characterized in that, comprises the cuboid steel plate that is connected and is poured in concrete between the steel plate, and described steel plate connects at least two layers up and down:
Stand up layer (1) in one, by some cross-sectional height greater than the steel plate of width forming side by side separately; With
One cross-level is made of side by side some steel plates separately; Stand up the upper surface top of layer (1) or the below of soffit in being connected;
Stand up the steel plate right-angled intersection welding of layer (1) and cross-level in described.
2. steel plate structure concrete according to claim 1 is characterized in that: described steel plate connects into three layers up and down, and described cross-level comprises two-layer, is respectively:
Tiling layer (3) once greater than the steel plate of height forming side by side separately, and stands up the soffit below of the steel plate of layer (1) by some cross-sectional width in being connected; With
Stand up layer (4) on one, by some cross-sectional height greater than the steel plate of width forming side by side separately; Stand up layer (1) upper surface top in being connected;
Described down tiling layer (3) and on stand up layer (4) steel plate with in stand up layer (1) the steel plate right-angled intersection weld.
3. steel plate structure concrete according to claim 1 is characterized in that: described steel plate connects into four layers up and down, and described cross-level is three layers, is respectively:
Once tile layer (3), stand up the soffit below of the steel plate of layer (1) in being connected;
Tile on one layer (2), stand up the upper surface top of the steel plate of layer (1) in being connected; With
Stand up layer (4) on one, stand up layer (1) in being connected or go up tiling layer (2) upper surface top;
Described down tiling layer (3), go up tiling layer (2) and on stand up layer (4) steel plate with in stand up layer (1) the steel plate right-angled intersection weld.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201743210U CN201704866U (en) | 2010-04-29 | 2010-04-29 | Steel plate and concrete structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201743210U CN201704866U (en) | 2010-04-29 | 2010-04-29 | Steel plate and concrete structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201704866U true CN201704866U (en) | 2011-01-12 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010201743210U Expired - Fee Related CN201704866U (en) | 2010-04-29 | 2010-04-29 | Steel plate and concrete structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201704866U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103726438A (en) * | 2013-12-20 | 2014-04-16 | 吴江市俊成精密机械有限公司 | Bridge plate |
-
2010
- 2010-04-29 CN CN2010201743210U patent/CN201704866U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103726438A (en) * | 2013-12-20 | 2014-04-16 | 吴江市俊成精密机械有限公司 | Bridge plate |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: THE THIRD CONSTRUCTION CO., LTD. Free format text: FORMER OWNER: WANG ZHENGKUN Effective date: 20130618 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 277519 ZAOZHUANG, SHANDONG PROVINCE TO: 230601 HEFEI, ANHUI PROVINCE |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20130618 Address after: 230601, No. 12666, prosperous road, Hefei economic and Technological Development Zone, Anhui Patentee after: The Third Construction Co., Ltd. Address before: 277519 Shandong Province, Tengzhou city Xigang town Chaili Coal Mine Shengyuan Hotel Patentee before: Wang Zhengkun |
|
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20110112 Termination date: 20140429 |