CN204662263U - A kind of SCS steel plate concrete bridge deck of built-in U-shaped syndeton - Google Patents
A kind of SCS steel plate concrete bridge deck of built-in U-shaped syndeton Download PDFInfo
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- CN204662263U CN204662263U CN201520365423.3U CN201520365423U CN204662263U CN 204662263 U CN204662263 U CN 204662263U CN 201520365423 U CN201520365423 U CN 201520365423U CN 204662263 U CN204662263 U CN 204662263U
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Abstract
The utility model discloses a kind of SCS steel plate concrete bridge deck of built-in U-shaped syndeton, comprise bridge deck base plate, bridge deck top board, N arrange U-shaped syndeton and by concrete structure between the concreting of building between bridge deck top board and bridge deck base plate shaping plate; N arranges U-shaped syndeton and all to build between plate in concrete structure; Often arrange U-shaped syndeton include top slab connecting structure, connecting structure of bottom plate with together with connecting strand, top slab connecting structure comprises multiple edge and indulges bridge to the upper U-shaped connector be laid in from front to back bottom bridge deck top board, connecting structure of bottom plate comprises multiple edge and indulges bridge to the lower U-shaped connector being laid in bridge deck base plate top from front to back, and connecting strand passes from front to back respectively inside multiple upper U-shaped connector and multiple lower U-shaped connector.The utility model structure is simple, reasonable in design, easy construction and result of use is good, good mechanical performance, can solve the various problems that existing concrete bridge deck exist.
Description
Technical field
The utility model relates to a kind of bridge deck, especially relates to a kind of SCS steel plate concrete bridge deck of built-in U-shaped syndeton.
Background technology
Sandwich steel sheet concrete (steel-concrete-steel, be called for short SCS)) combining structure, also claim SCS steel plate concrete structure, be by two block plates and build steel that the concrete between two block plates in interlayer formed-mix combining structure.Invar and concrete bi-material make up weakness each other mutually, give full play to strong point each other, and SCS steel plate concrete structure has very high bearing capacity and excellent mechanical property.Therefore, SCS steel plate concrete structure will ocean platform with greatly across structures such as, heavy duty, light bridges in obtain and apply more and more widely.
At present, the bridge deck used are mostly concrete slab.In actual use procedure, there is following defect in concrete slab: the first, from great, limits structure and the size of lower support pier body; The second, be connected with the main load steel structure of bridge (as the steel work such as plate girder or steel box-girder spandrel girder) to needing bottom concrete slab, and switching performance between steel work and concrete is poor, need to use a large amount of shear connectors, steel using amount is larger; Three, owing to standing dynamic loading throughout the year, having the greatest impact suffered by the top of bridge deck and bottom, very easily there is crack in the bottom of concrete slab, finally causes concrete slab to destroy.Due to above reason, the development and apply of concrete slab is restricted.Thus, corresponding improvement need be carried out to the structure of existing bridge deck.
Utility model content
Technical problem to be solved in the utility model is for above-mentioned deficiency of the prior art, a kind of SCS steel plate concrete bridge deck of built-in U-shaped syndeton are provided, its structure is simple, reasonable in design, easy construction and result of use is good, good mechanical performance, effectively can solve that existing concrete bridge deck exist from great, cost is high, the problem such as fragile.
For solving the problems of the technologies described above, the technical solution adopted in the utility model is: a kind of SCS steel plate concrete bridge deck of built-in U-shaped syndeton, it is characterized in that: comprise bridge deck base plate, to be laid in directly over bridge deck base plate and to be the bridge deck top board of parallel laying with bridge deck base plate, N arranges and is laid in U-shaped syndeton between bridge deck top board and bridge deck base plate from left to right and by concrete structure between the concreting of building between bridge deck top board and bridge deck base plate shaping plate along direction across bridge, described bridge deck top board and bridge deck base plate are horizontal steel plate, N arranges described U-shaped syndeton and all builds between plate in concrete structure, and described bridge deck top board and bridge deck base plate arrange described U-shaped syndeton by concrete structure between plate and N and be fastenedly connected and be integrated, wherein, N is positive integer and N >=2, described bridge deck top board and bridge deck base plate are all along vertical bridge to laying, and N arranges described U-shaped syndeton all along vertical bridge to laying,
Often arrange described U-shaped syndeton and include top slab connecting structure, connecting structure of bottom plate immediately below described top slab connecting structure and the connecting strand be connected to together between described top slab connecting structure and described connecting structure of bottom plate, described top slab connecting structure comprises multiple edge and indulges bridge to the upper U-shaped connector be laid in from front to back bottom bridge deck top board, described connecting structure of bottom plate comprises multiple edge and indulges bridge to the lower U-shaped connector being laid in bridge deck base plate top from front to back, described connecting strand is along vertical bridge to passing inside multiple described upper U-shaped connector and multiple described lower U-shaped connector respectively from front to back, described upper U-shaped connector and lower U-shaped connector are in being laid staggeredly, connected by connecting strand between multiple described upper U-shaped connector and multiple described lower U-shaped connector, described connecting strand is corrugated, and multiple described lower U-shaped connector is hung on below multiple described upper U-shaped connector by connecting strand, described upper U-shaped connector and lower U-shaped connector are U-shaped steel hook and the two be parallel laying, described upper U-shaped connector and lower U-shaped connector all along direction across bridge lay and the two all in vertical to laying.
The SCS steel plate concrete bridge deck of above-mentioned a kind of built-in U-shaped syndeton, is characterized in that: described U-shaped steel hook is bent by reinforcing bar or round steel and forms.
The SCS steel plate concrete bridge deck of above-mentioned a kind of built-in U-shaped syndeton, is characterized in that: described connecting strand is cable.
The SCS steel plate concrete bridge deck of above-mentioned a kind of built-in U-shaped syndeton, is characterized in that: N arranges described U-shaped syndeton in evenly laying.
The SCS steel plate concrete bridge deck of above-mentioned a kind of built-in U-shaped syndeton, it is characterized in that: it is left side syndeton that N arranges the U-shaped syndeton being positioned at the leftmost side in described U-shaped syndeton, it is right side syndeton that N arranges the U-shaped syndeton being positioned at the rightmost side in described U-shaped syndeton, and spacing, the spacing between described left side syndeton and bridge deck base plate left side wall and the spacing between described right side syndeton and bridge deck base plate right side wall between the described U-shaped syndeton of adjacent two row in left and right are 10cm ~ 30cm;
Often arrange the spacing between described U-shaped syndeton front end and bridge deck base plate front side wall and the spacing often arranged between described U-shaped syndeton rear end and bridge deck floor rear wall is 10cm ~ 30cm.
The SCS steel plate concrete bridge deck of above-mentioned a kind of built-in U-shaped syndeton, is characterized in that: the height of described U-shaped steel fastener is 15cm ~ 30cm, and the thickness of slab of described bridge deck top board and bridge deck base plate is 4mm ~ 100mm.
The SCS steel plate concrete bridge deck of above-mentioned a kind of built-in U-shaped syndeton, it is characterized in that: described upper U-shaped connector with between bridge deck top board and lower U-shaped connector be all connected with welding manner with between bridge deck base plate, between described plate, concrete structure is light-concrete structure.
The SCS steel plate concrete bridge deck of above-mentioned a kind of built-in U-shaped syndeton, it is characterized in that: described bridge deck top board is rectangular steel plates with bridge deck base plate and the structure of the two is all identical with size, described bridge deck base plate is laid in bridge bearing structure, and on described bridge deck top board, tiling has bridge deck pavement.
The SCS steel plate concrete bridge deck of above-mentioned a kind of built-in U-shaped syndeton, it is characterized in that: the structure that N arranges all upper U-shaped connectors in described U-shaped syndeton is all identical with size, the structure that N arranges all lower U-shaped connectors in described U-shaped syndeton is all identical with size, and described upper U-shaped connector is all identical with size with the structure of lower U-shaped connector; The quantity often arranging upper U-shaped connector and lower U-shaped connector in described U-shaped syndeton is M, and wherein M is positive integer and M >=3; All upper U-shaped connector in the described U-shaped syndeton of N row divides M to arrange the laying of N row, and the N all lower U-shaped connector arranged in described U-shaped syndeton divides M row N row to lay.
The SCS steel plate concrete bridge deck of above-mentioned a kind of built-in U-shaped syndeton, it is characterized in that: the multiple described upper U-shaped connector often arranged in described U-shaped syndeton is all laid in even, and the multiple described lower U-shaped connector often arranged in described U-shaped syndeton is all in evenly laying; Spacing between adjacent two the described upper U-shaped connectors in front and back and between adjacent two the described lower U-shaped connectors in front and back is 60cm ~ 100cm; Spacing between each described upper U-shaped connector and the lower U-shaped connector that before and after it, both sides are adjacent is 30cm ~ 50cm.
The utility model compared with prior art has the following advantages:
1, structure simple, reasonable in design and drop into construction cost lower, cheap.
2, can be prefabricated in the factory, process easy and process velocity fast, greatly reduce the time of site operation, improve the efficiency of construction.
3, prefabricatedly add man-hour, effectively can reduce the use of template, cost-saving, reduce manpower and materials, and substantially increase the flexibility of construction.
4, the U-shaped syndeton adopted is reasonable in design, input cost is lower, installation is laid convenient and result of use is good, with multiple lower U-shaped connector, bridge deck top board is connected with bridge deck base plate through the multiple upper U-shaped connector be laid on same row by cable, good connecting effect, the bonding strength between construction molding bridge deck jackshaft panel top board and bridge deck base plate can not only be ensured, ensure the rigidity of bridge deck, meet load bearing requirements; Further, all can carry out the changing of the relative positions within the specific limits in the horizontal and vertical directions between top slab connecting structure and connecting structure of bottom plate, thus the bridge deck of construction molding have certain non-deformability, not fragile, can stand long-term load action, durable in use.Adopt U-shaped syndeton effectively can not only reduce dependence to welding equipment in site operation process, effectively can be increased in the flexibility of deck structrue in site operation and later period maintenance process simultaneously.
Compared with the connection handling measure (mainly comprise and adopt chemical bond agent to carry out connecting, adopting the shear connectors such as peg to carry out the measure such as connecting) adopted with bonding surface between existing steel plate and concrete, U-shaped syndeton has clear superiority.When only adopting chemical bond agent to connect, the poor-performing of structure opposing shearing aspect, main cause is to lack vertical shear reinforcement.When adopting the shear connectors such as peg to connect, under Impact Load, when resisting horizontal shear active force, can not effectively prevent steel plate and concrete from occurring Relative sliding, and can not effectively prevent concrete to be separated with starting of steel plate, switching performance is poorer, main cause is that the peg of socket cap or other vertical shear connector can not provide vertical connection, therefore accidental percussion just likely causes steel plate to be separated with concrete, and steel plate is separated with concrete and will the integrated carrying ability of structure is caused greatly to reduce.In addition, the overlap length between adjacent peg or other vertical shear connector and clear distance, increase the difficulty caused in concreting and jointing.Adopt this U-shaped syndeton effectively can solve above-mentioned existing connection handling measure Problems existing, bridge deck top board effectively can not only be connected with bridge deck base plate, ensure bridge deck top board and concrete structure acting in conjunction between bridge deck base plate and plate, the generation of effective prevention surface of steel plate local buckling flexing, simultaneously not by the restriction of concrete structure thickness between plate, and effectively can improve the supporting capacity of bridge floor, prevent bridge deck top board and between bridge deck base plate and plate, concrete structure departs from, be highly resistant to external load effect.
5, from heavy and light, effectively be connected with the U-shaped syndeton of building in light-concrete structure by light-concrete structure between bridge deck top board and bridge deck base plate, effectively reduce the overall weight of bridge deck to a great extent, make SCS steel plate concrete structure can obtain fully, effectively playing as the advantage of bridge deck.(density is less than 1500kg/m to adopt light weight concrete construction
3) concrete that carrys out alternative conventional weight can not only effectively solve deadweight problem, and light weight concrete construction can play the effect of good isolation layer, is being have good performance in fire prevention and in sound insulation especially.
6, good mechanical performance and result of use is good, has the advantage of steel and reinforced concrete structure concurrently, all has good performance, have very high bearing capacity in opposing impact load and explosive load.
Consider the impact of these two factors of force-transmission mechanism of adhesion strength on bridge deck top board and the contact surface between bridge deck base plate and plate between concrete structure and shearing, when SCS steel plate concrete structure uses as bridge deck, end steel plate (i.e. bridge deck base plate) is mainly as a tensional element, and the concrete pushing up steel plate (i.e. bridge deck top board) and pressure zone mainly bears pressure, the vertical tension that in U-shaped syndeton, upper U-shaped connector and lower U-shaped connector bear, and oblique pressure is born primarily of virtual concrete tenon post.Because U-shaped syndeton is penetration type syndeton, the multiple upper U-shaped connector be laid on same row and multiple lower U-shaped connector connect as one by connecting strand, can effectively prevent from steel plate and concrete to be opened under a stretching force to be separated, namely steel plate starts, therefore resist vertical tension by this vertical U-shaped syndeton to be necessary, this U-shaped syndeton also can meet the demand that between plate, concrete structure thickness is less simultaneously.Further, when bridge deck be subject to curved draw load time, because bridge deck top board mainly bears pressure, the outside flexing unstability that can effectively prevent bridge deck top board from producing due to pressurized by U-shaped syndeton.In bridge deck of the present invention, bridge deck base plate and bridge deck top board can as main load-carrying members and permanent skeleton systems, simultaneously in opposing infiltration effect, impact load, detonation etc., all there is very good performance, mainly Moment can be subject to when bridge deck are in disadvantageous external environment, or when bridge deck are under cyclic loading and Impact Load, bridge deck of the present invention are equivalent to a plate girder and have good impact resistance; Compared with plate girder, it is less that bridge deck of the present invention are exposed to the extraneous steel contacted with external environment, therefore can save a large amount of steel protective coating layers; Meanwhile, without the need to arranging a large amount of stiffening ribs, also just effectively reducing and needing welding position, compared with plate girder, reduce the probability occurring fatigue problem; In addition, bridge deck base plate and bridge deck top board have good sound insulation and heat-blocking action to core concrete (i.e. concrete structure between plate) therebetween, have ensured the service behaviour that between plate, concrete structure is good.
7, widely applicable, bridge deck can not only be applicable to, and can effectively be suitable for the deck of the ground of the tube wall of seabed tunnel, high-rise building, steamer, offshore platform structure and the Gravity Wall of embankment project, floating type mole and anti-collision structure etc., be particularly useful for protecting against shock and the exigent structure of explosion-proof performance.
In sum, the utility model structure is simple, reasonable in design, easy construction and construction cost is lower, good mechanical performance, result of use are good, can solve that existing concrete bridge deck exist from great, between major bearing structures and concrete easily there is the various problems such as crack in poor, the concrete slab bottom of switching performance.
Below by drawings and Examples, the technical solution of the utility model is described in further detail.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the installation position schematic diagram of the U-shaped syndeton of the utility model.
Description of reference numerals:
1-bridge deck top board; 2-bridge deck base plate; Concrete structure between 3-plate;
4-1-upper U-shaped connector; 4-2-lower U-shaped connector; 5-connecting strand.
Detailed description of the invention
As shown in Figure 1 and Figure 2, the utility model comprises bridge deck base plate 2, to be laid in directly over bridge deck base plate 2 and to arrange with the bridge deck top board 1 of bridge deck base plate 2 in parallel laying, N and be laid in U-shaped syndeton between bridge deck top board 1 and bridge deck base plate 2 from left to right along direction across bridge and by concrete structure 3 between the concreting of building between bridge deck top board 1 and bridge deck base plate 2 shaping plate, described bridge deck top board 1 and bridge deck base plate 2 are horizontal steel plate.N arranges described U-shaped syndeton and all builds between plate in concrete structure 3, and described bridge deck top board 1 and bridge deck base plate 2 arrange described U-shaped syndeton by concrete structure between plate 3 and N and be fastenedly connected and be integrated; Wherein, N is positive integer and N >=2; Described bridge deck top board 1 and bridge deck base plate 2 are all along vertical bridge to laying, and N arranges described U-shaped syndeton all along vertical bridge to laying.
Often arrange described U-shaped syndeton and include top slab connecting structure, connecting structure of bottom plate immediately below described top slab connecting structure and the connecting strand 5 be connected to together between described top slab connecting structure and described connecting structure of bottom plate, described top slab connecting structure comprises multiple edge and indulges bridge to the upper U-shaped connector 4-1 be laid in from front to back bottom bridge deck top board 1, described connecting structure of bottom plate comprises multiple edge and indulges bridge to the lower U-shaped connector 4-2 being laid in bridge deck base plate 2 top from front to back, described connecting strand 5 is along vertical bridge to passing inside multiple described upper U-shaped connector 4-1 and multiple described lower U-shaped connector 4-2 respectively from front to back.Described upper U-shaped connector 4-1 and lower U-shaped connector 4-2 is in being laid staggeredly, connected by connecting strand 5 between multiple described upper U-shaped connector 4-1 and multiple described lower U-shaped connector 4-2, described connecting strand 5 is corrugated, and multiple described lower U-shaped connector 4-2 is hung on below multiple described upper U-shaped connector 4-1 by connecting strand 5.Described upper U-shaped connector 4-1 and lower U-shaped connector 4-2 are U-shaped steel hook and the two be parallel laying, described upper U-shaped connector 4-1 and lower U-shaped connector 4-2 all along direction across bridge lay and the two all in vertical to laying.
In the present embodiment, described U-shaped steel hook is bent by reinforcing bar or round steel and forms.
In the present embodiment, described connecting strand 5 is cable.
Wherein, cable is a kind of bridge member, can be wire rope, also can be steel strand or high-tensile steel wires.
In the present embodiment, N arranges described U-shaped syndeton in evenly laying, it is left side syndeton that N arranges the U-shaped syndeton being positioned at the leftmost side in described U-shaped syndeton, it is right side syndeton that N arranges the U-shaped syndeton being positioned at the rightmost side in described U-shaped syndeton, and spacing, the spacing between described left side syndeton and bridge deck base plate 2 left side wall and the spacing between described right side syndeton and bridge deck base plate 2 right side wall between the described U-shaped syndeton of adjacent two row in left and right are 10cm ~ 30cm.
Further, the spacing between described U-shaped syndeton front end and bridge deck base plate 2 front side wall is often arranged and the spacing often arranged between described U-shaped syndeton rear end and bridge deck base plate 2 rear wall is 10cm ~ 30cm.
In the present embodiment, between described plate, concrete structure 3 is light-concrete structure.Further, between described plate, the thickness of concrete structure 3 is not less than 50cm.
Light weight concrete construction is also referred to as foam concrete, and that is, between plate, concrete structure 3 is built by foam concrete and formed.
In the present embodiment, the height of described U-shaped steel fastener is 15cm ~ 30cm.
In the present embodiment, the thickness of slab of described bridge deck top board 1 and bridge deck base plate 2 is 4mm ~ 100mm.
Actually add man-hour, can according to specific needs, the height of U-shaped steel fastener and the thickness of slab of bridge deck top board 1 and bridge deck base plate 2 be adjusted accordingly.
In the present embodiment, described bridge deck top board 1 is rectangular steel plates with bridge deck base plate 2 and the structure of the two is all identical with size.
During practice of construction, described upper U-shaped connector 4-1 with between bridge deck top board 1 and lower U-shaped connector 4-2 be all connected with welding manner with between bridge deck base plate 2.
In the present embodiment, described bridge deck base plate 2 is laid in bridge bearing structure, and on described bridge deck top board 1, tiling has bridge deck pavement.
Further, described bridge bearing structure is girder steel.
In the present embodiment, the structure that N arranges all upper U-shaped connector 4-1 in described U-shaped syndeton is all identical with size, the structure that N arranges all lower U-shaped connector 4-2 in described U-shaped syndeton is all identical with size, and described upper U-shaped connector 4-1 is all identical with size with the structure of lower U-shaped connector 4-2.
The multiple described upper U-shaped connector 4-1 often arranged in described U-shaped syndeton all lays in even, and the multiple described lower U-shaped connector 4-2 often arranged in described U-shaped syndeton is all in evenly laying.Spacing between adjacent two the described upper U-shaped connector 4-1 in front and back and between adjacent two the described lower U-shaped connector 4-2 in front and back is 60cm ~ 100cm; Spacing between each described upper U-shaped connector 4-1 and the lower U-shaped connector 4-2 that before and after it, both sides are adjacent is 30cm ~ 50cm.
Further, the quantity often arranging upper U-shaped connector 4-1 and lower U-shaped connector 4-2 in described U-shaped syndeton is M, and wherein M is positive integer and M >=3; All upper U-shaped connector 4-1 in the described U-shaped syndeton of N row divides M to arrange the laying of N row, and the N all lower U-shaped connector 4-2 arranged in described U-shaped syndeton divides M row N row to lay.
During practice of construction, comprise the following steps: step one, in processing factory to bridge deck top board 1 and bridge deck base plate 2, and be welded and fixed on the bridge deck top board 1 machined N row described on U-shaped connector 4-1, on the lower U-shaped connector 4-2 machined, be welded and fixed N simultaneously arrange described lower U-shaped connector 4-2; Step 2, directly over bridge deck top board 1 and bridge deck base plate 2 are positioned over, and make the described upper U-shaped connector 4-1 of N row lay respectively at directly over the described lower U-shaped connector 4-2 of N row, then along vertical bridge to from front to back connecting strand 5 described in N road being passed from the inner side of the multiple described upper U-shaped connector 4-1 be positioned at same row and multiple described lower U-shaped connector 4-2 respectively; After connecting strand 5 has all worn described in N road, respectively stretch-draw is carried out to each connecting strand 5 from rear and front end, made bridge deck top board 1 arrange described U-shaped syndeton by N and bridge deck base plate 2 connects as one; Step 3, between bridge deck top board 1 and bridge deck base plate 2 concreting form concrete structure 3 between plate, after institute's concreting final set, obtain the bridge deck of construction molding.
Before upper U-shaped connector 4-1 and lower U-shaped connector 4-2 being welded and fixed in step one, first upper U-shaped connector 4-1 and lower U-shaped connector 4-2 is processed.Described upper U-shaped connector 4-1 and lower U-shaped connector 4-2 is bent by reinforcing bar or round steel and forms.Actually add man-hour, the methods such as forging also can be adopted to process upper U-shaped connector 4-1 and lower U-shaped connector 4-2.Described upper U-shaped connector 4-1 and the lower height of U-shaped connector 4-2 and the diameter of reinforcing bar used or round steel depend primarily on the thickness of concrete structure 3 between the Structural strength calls of residing bridge deck and plate.When between plate, the thickness of concrete structure 3 is less, the diameter of reinforcing bar used or round steel depends primarily on the bend radius of U-shaped connector 4-1 and lower U-shaped connector 4-2.When carrying out concreting in step 3, applies a less pulling force respectively at bridge deck top board 1 and bridge deck base plate 2, bridge deck top board 1 and bridge deck base plate 2 can be combined better.
The above; it is only preferred embodiment of the present utility model; not the utility model is imposed any restrictions; every above embodiment is done according to the utility model technical spirit any simple modification, change and equivalent structure change, all still belong in the protection domain of technical solutions of the utility model.
Claims (10)
1. the SCS steel plate concrete bridge deck of a built-in U-shaped syndeton, it is characterized in that: comprise bridge deck base plate (2), to be laid in directly over bridge deck base plate (2) and with the bridge deck top board (1) of bridge deck base plate (2) in parallel laying, N arranges and is laid in U-shaped syndeton between bridge deck top board (1) and bridge deck base plate (2) from left to right and by concrete structure (3) between the concreting of building between bridge deck top board (1) and bridge deck base plate (2) shaping plate along direction across bridge, described bridge deck top board (1) and bridge deck base plate (2) are horizontal steel plate, N arranges described U-shaped syndeton and all builds between plate in concrete structure (3), and described bridge deck top board (1) and bridge deck base plate (2) arrange described U-shaped syndeton by concrete structure between plate (3) and N and be fastenedly connected and be integrated, wherein, N is positive integer and N >=2, described bridge deck top board (1) and bridge deck base plate (2) are all along vertical bridge to laying, and N arranges described U-shaped syndeton all along vertical bridge to laying,
Often arrange described U-shaped syndeton and include top slab connecting structure, connecting structure of bottom plate immediately below described top slab connecting structure and the connecting strand (5) be connected to together between described top slab connecting structure and described connecting structure of bottom plate, described top slab connecting structure comprises multiple edge and indulges bridge to the upper U-shaped connector (4-1) being laid in bridge deck top board (1) bottom from front to back, described connecting structure of bottom plate comprises multiple edge and indulges bridge to the lower U-shaped connector (4-2) being laid in bridge deck base plate (2) top from front to back, described connecting strand (5) is along vertical bridge to passing from multiple described upper U-shaped connector (4-1) and multiple described lower U-shaped connector (4-2) inner side respectively from front to back, described upper U-shaped connector (4-1) and lower U-shaped connector (4-2) are in being laid staggeredly, connected by connecting strand (5) between multiple described upper U-shaped connector (4-1) and multiple described lower U-shaped connector (4-2), described connecting strand (5) is for corrugated, and multiple described lower U-shaped connector (4-2) is hung on multiple described upper U-shaped connector (4-1) below by connecting strand (5), described upper U-shaped connector (4-1) and lower U-shaped connector (4-2) are U-shaped steel hook and the two be parallel laying, described upper U-shaped connector (4-1) and lower U-shaped connector (4-2) all along direction across bridge laying and the two all in vertical to laying.
2. according to the SCS steel plate concrete bridge deck of a kind of built-in U-shaped syndeton according to claim 1, it is characterized in that: described U-shaped steel hook is bent by reinforcing bar or round steel and forms.
3. according to the SCS steel plate concrete bridge deck of a kind of built-in U-shaped syndeton described in claim 1 or 2, it is characterized in that: described connecting strand (5) is cable.
4. according to the SCS steel plate concrete bridge deck of a kind of built-in U-shaped syndeton described in claim 1 or 2, it is characterized in that: N arranges described U-shaped syndeton in evenly laying.
5. according to the SCS steel plate concrete bridge deck of a kind of built-in U-shaped syndeton according to claim 4, it is characterized in that: it is left side syndeton that N arranges the U-shaped syndeton being positioned at the leftmost side in described U-shaped syndeton, it is right side syndeton that N arranges the U-shaped syndeton being positioned at the rightmost side in described U-shaped syndeton, spacing between the described U-shaped syndeton of adjacent two row in left and right, spacing between described left side syndeton and bridge deck base plate (2) left side wall and the spacing between described right side syndeton and bridge deck base plate (2) right side wall are 10cm ~ 30cm,
Often arrange the spacing between described U-shaped syndeton front end and bridge deck base plate (2) front side wall and the spacing often arranged between described U-shaped syndeton rear end and bridge deck base plate (2) rear wall is 10cm ~ 30cm.
6. according to the SCS steel plate concrete bridge deck of a kind of built-in U-shaped syndeton described in claim 1 or 2, it is characterized in that: the height of described U-shaped steel fastener is 15cm ~ 30cm, the thickness of slab of described bridge deck top board (1) and bridge deck base plate (2) is 4mm ~ 100mm.
7. according to the SCS steel plate concrete bridge deck of a kind of built-in U-shaped syndeton described in claim 1 or 2, it is characterized in that: described upper U-shaped connector (4-1) is all connected with welding manner with between bridge deck top board (1) and between lower U-shaped connector (4-2) with bridge deck base plate (2), and between described plate, concrete structure (3) is light-concrete structure.
8. according to the SCS steel plate concrete bridge deck of a kind of built-in U-shaped syndeton described in claim 1 or 2, it is characterized in that: described bridge deck top board (1) is rectangular steel plates with bridge deck base plate (2) and the structure of the two is all identical with size, described bridge deck base plate (2) is laid in bridge bearing structure, and the upper tiling of described bridge deck top board (1) has bridge deck pavement.
9. according to the SCS steel plate concrete bridge deck of a kind of built-in U-shaped syndeton described in claim 1 or 2, it is characterized in that: the structure that N arranges all upper U-shaped connectors (4-1) in described U-shaped syndeton is all identical with size, the structure that N arranges all lower U-shaped connectors (4-2) in described U-shaped syndeton is all identical with size, and described upper U-shaped connector (4-1) is all identical with size with the structure of lower U-shaped connector (4-2); The quantity often arranging upper U-shaped connector (4-1) and lower U-shaped connector (4-2) in described U-shaped syndeton is M, and wherein M is positive integer and M >=3; N all upper U-shaped connector (4-1) point M arranged in described U-shaped syndeton arranges the laying of N row, and N all lower U-shaped connector (4-2) point M arranged in described U-shaped syndeton arranges the laying of N row.
10. according to the SCS steel plate concrete bridge deck of a kind of built-in U-shaped syndeton described in claim 1 or 2, it is characterized in that: the multiple described upper U-shaped connector (4-1) often arranged in described U-shaped syndeton is all laid in even, and the multiple described lower U-shaped connector (4-2) often arranged in described U-shaped syndeton is all in evenly laying; Spacing between adjacent two the described upper U-shaped connectors (4-1) in front and back and between adjacent two the described lower U-shaped connectors (4-2) in front and back is 60cm ~ 100cm; Spacing between each described upper U-shaped connector (4-1) and the lower U-shaped connector (4-2) that before and after it, both sides are adjacent is 30cm ~ 50cm.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201520365423.3U CN204662263U (en) | 2015-05-31 | 2015-05-31 | A kind of SCS steel plate concrete bridge deck of built-in U-shaped syndeton |
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| CN201520365423.3U CN204662263U (en) | 2015-05-31 | 2015-05-31 | A kind of SCS steel plate concrete bridge deck of built-in U-shaped syndeton |
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| CN201520365423.3U Expired - Fee Related CN204662263U (en) | 2015-05-31 | 2015-05-31 | A kind of SCS steel plate concrete bridge deck of built-in U-shaped syndeton |
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| CN (1) | CN204662263U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104831629A (en) * | 2015-05-31 | 2015-08-12 | 长安大学 | SCS steel-concrete deck slab with U-shaped connecting structures inside |
| CN108457182A (en) * | 2018-05-18 | 2018-08-28 | 中山职业技术学院 | A kind of cross bridge floor board and its construction technology |
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2015
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104831629A (en) * | 2015-05-31 | 2015-08-12 | 长安大学 | SCS steel-concrete deck slab with U-shaped connecting structures inside |
| CN108457182A (en) * | 2018-05-18 | 2018-08-28 | 中山职业技术学院 | A kind of cross bridge floor board and its construction technology |
| CN108457182B (en) * | 2018-05-18 | 2024-04-30 | 中山职业技术学院 | Orthotropic bridge deck and construction process thereof |
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