CN204959602U - Bridge panel - Google Patents
Bridge panel Download PDFInfo
- Publication number
- CN204959602U CN204959602U CN201520446996.9U CN201520446996U CN204959602U CN 204959602 U CN204959602 U CN 204959602U CN 201520446996 U CN201520446996 U CN 201520446996U CN 204959602 U CN204959602 U CN 204959602U
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- China
- Prior art keywords
- splice
- flange
- recess
- layer
- panel
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- Expired - Fee Related
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Abstract
The utility model discloses a bridge panel, including thoughtlessly congealing panel layer, concatenation layer, bottom plate layer, the concatenation layer is formed by connecting a plurality of splices, the splice includes first flange, second flange, third flange, first concave part, second concave part, third concave part and locates the inside hollow hole of splice that panel layer with fixed attention, sub -unit connection bottom plate layer are connected thoughtlessly to splice upper portion. The utility model discloses the multilayer panel sets up for its bearing capacity is strong, and the inside hollow hole of splice sets up and makes the dead weight alleviate. And the simple structure is connected between each splice reliably, construction convenience is with low costs.
Description
Technical field
The utility model belongs to bridge field, particularly relates to a kind of bridge panel.
Background technology
In the modern times of fast pace life, the trip of people was also developed into gradually by former walking is ridden instead of walk by the vehicles, as automobile, train, aircraft, steamer etc.Corresponding highway, railway etc. one be the road of class start occur, and in evolution gradually develop into aerial construction by pavement construction.In such a situa-tion, bridge beam action also all the more important, because in the highway of long distance is built, often river will be crossed over, the places such as mountain valley, so this will be communicated with by bridge, because these sections are all unsettled, bottom does not have road surface to carry out supporting bridge section, so need higher for the load-bearing requirements of bridge, but general pontic all adopts the casting of concrete one, load bearing effect is poor, and the weight ratio of bridge self is heavier, increase the weight of the load-bearing of bridge to a certain extent, in the section that some high capacity waggons often travel, there is larger potential safety hazard.And for the structure of concrete one casting, when fracture occurs because of long-term load-bearing bridge, can only reconstruct the bridge that a frame is new, maintenance cost is very high.
Utility model content
For the problems referred to above, the utility model provide a kind of weight capacity strong, from heavy and light, simply constructed bridge panel.
To achieve these goals, the utility model is by the following technical solutions: a kind of bridge panel, comprise coagulation panel layer, splicing layer, backplane level, described splicing layer is formed by connecting by multiple splice, described splice comprises the first flange, second flange, 3rd flange, first recess, second recess, 3rd recess and be located at the hollow hole of splice inside, 3rd recess is located between the first flange and the second flange, 3rd flange is located between the first recess and the second recess, first recess, second recess, the shape of the 3rd recess, size corresponds respectively to the first flange, second flange, the shape of the 3rd flange, size is arranged, described splice top connects coagulation panel layer, bottom connecting bottom board layer.
Further, described splice is concrete splice, is provided with reinforcing bar in this concrete splice, and further volume strengthens the weight capacity of bridge floor.
Further, adopt embedded connection between described splice, connect more reliable between each splice, maintenance or fitting operation are conveniently, simply.
Further, described backplane level is steel plate layer, increases the ductility of panel, makes bridge floor that the situations such as fracture not easily occur.
In sum, the utility model has the following advantages: Multilayer panel is arranged, and make its weight capacity strong, the hollow hole of splice inside is arranged so that weight reduction.Connect more reliable between each splice, maintenance or fitting operation are conveniently, simply, easy construction, cost is low.There is larger ductility, make bridge floor that the situations such as fracture not easily occur.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the structural representation of splice of the present utility model.
Detailed description of the invention
In order to make those skilled in the art person better understand the utility model scheme, below in conjunction with the accompanying drawing in the utility model embodiment, clear, complete description is carried out to the technical scheme in the utility model embodiment.
As shown in Figure 1 and Figure 2, a kind of bridge panel, comprise the coagulation panel layer 1 be made up of concrete, the backplane level 3 being positioned at middle splicing layer 2, being positioned at bottom, backplane level 3 adopts steel plate materials, there is stronger ductility, when bridge floor load-bearing, slight distortion can occur, further increase the bearing of bridge floor, and because it has ductility, decrease the situation that bridge floor occurs because load-bearing is too large to rupture to a certain extent.Splicing layer 2 is formed by connecting by multiple splice 4, splice 4 is spliced successively by bridge floor left part on the right side of bridge floor, adopt embedded connection between contiguous concatenation part 4, make to connect between each splice 4 more reliable, and operation when keeping in repair or install is all more convenient, simple.The left side of splice 4 is provided with the first flange 41, second flange 42, the 3rd recess the 46, three recess 46 is located between the first flange 41 and the second flange 42.The right side of splice 4 is provided with the first recess 44, second recess 45, the 3rd flange the 43, three flange 43 is located between the first recess 44 and the second recess 45.First recess 44, second recess 45, the shape of the 3rd recess 46, size correspond respectively to the first flange 41, second flange 42, the shape of the 3rd flange 43, size setting.When two splices 4 by left-to-right be placed on same level successively time, an active force is from left to right applied to the splice 4 in left side, an active force is from right to left applied to the splice 4 on right side, now, first flange 41 of right side splice 4 embeds in the first recess 44 of left side splice 4, second flange 42 of right side splice 4 embeds in the second recess 45 of left side splice 4,3rd flange 43 of left side splice 4 embeds in the 3rd recess 46 of right side splice 4, completes the splicing between splice.After splice 4 has connected, top is connected with coagulation panel layer 1, and bottom is connected with the backplane level 3 of steel plate materials, forms complete bridge floor.Splice 4 is concrete splice, be provided with reinforcing bar, and the inside of splice 4 is all provided with hollow hole 47 in this concrete splice.Adopt the splice 4 of this structure, not only have the weight capacity of high strength, owing to there being hollow hole 47, the lighter in weight of self, thus the overall weight alleviating bridge floor, cost is also more solid lower.
Obviously, described embodiment is only a part of embodiment of the present utility model, instead of whole embodiments.Based on the embodiment in the utility model, those of ordinary skill in the art are not making the every other embodiment obtained under creative work prerequisite, all should belong to the scope of the utility model protection.
Claims (4)
1. a bridge panel, comprises coagulation panel layer (1), splicing layer (2), backplane level (3), described splicing layer (2) is formed by connecting by multiple splice (4), it is characterized in that: described splice (4) comprises the first flange (41), second flange (42), 3rd flange (43), first recess (44), second recess (45), 3rd recess (46) and be located at the inner hollow hole (47) of splice (4), 3rd recess (46) is located between the first flange (41) and the second flange (42), 3rd flange (43) is located between the first recess (44) and the second recess (45), the first recess (44), second recess (45), the shape of the 3rd recess (46), size corresponds respectively to the first flange (41), second flange (42), the shape of the 3rd flange (43), size is arranged, and described splice (4) top connects coagulation panel layer (1), bottom connecting bottom board layer (3).
2. bridge panel according to claim 1, is characterized in that: described splice (4) is concrete splice, is provided with reinforcing bar in this concrete splice.
3. bridge panel according to claim 1 and 2, is characterized in that: described splice adopts embedded connection between (4).
4. bridge panel according to claim 1, is characterized in that: described backplane level (3) is steel plate layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520446996.9U CN204959602U (en) | 2015-06-26 | 2015-06-26 | Bridge panel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520446996.9U CN204959602U (en) | 2015-06-26 | 2015-06-26 | Bridge panel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204959602U true CN204959602U (en) | 2016-01-13 |
Family
ID=55054677
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520446996.9U Expired - Fee Related CN204959602U (en) | 2015-06-26 | 2015-06-26 | Bridge panel |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204959602U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106120556A (en) * | 2016-08-31 | 2016-11-16 | 重庆中设工程设计股份有限公司 | Steel construction bridge floor protection system |
-
2015
- 2015-06-26 CN CN201520446996.9U patent/CN204959602U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106120556A (en) * | 2016-08-31 | 2016-11-16 | 重庆中设工程设计股份有限公司 | Steel construction bridge floor protection system |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CB03 | Change of inventor or designer information | ||
| CB03 | Change of inventor or designer information |
Inventor after: Kong Xiangyong Inventor after: Wang Zhihua Inventor before: Yang Lingjian |
|
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20170413 Address after: 311701 Xin'an County, Chunan Province North Lake Road, North Road, No. 29, No. Patentee after: Chunan water conservancy and Hydropower Construction Co., Ltd. Address before: 324002 Century Avenue, Zhejiang, Quzhou, No. 162, No. 64, No. 166 Patentee before: QUZHOU MINGJIA DECORATION ENGINEERING CO., LTD. |
|
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160113 Termination date: 20170626 |