Corridor frame structure of steel structure spliced bridge
阅读说明:本技术 一种钢结构拼接桥梁的廊架结构 (Corridor frame structure of steel structure spliced bridge ) 是由 李朝阳 于 2019-11-23 设计创作,主要内容包括:本发明涉及一种钢结构拼接桥梁的廊架结构,它包括前后依次连接的三个廊架单元(61),所述廊架单元(61)包括左右平行布置的两个廊架横梁(611),所述廊架横梁(611)前后两端均向外下侧设置有支撑斜梁(612),前后两个支撑斜梁(612)之间左右平行设置有多个廊架纵梁(613),所述廊架纵梁(613)上端与廊架横梁(611)相连接,所述支撑斜梁(612)与其相邻的廊架纵梁(613)之间通过第一加强斜撑(614)相连接,相邻两个廊架纵梁(613)之间通过第二加强斜撑(615),左右两个廊架横梁(611)通过前后平行布置的多个连接横梁(616)相连接。本发明一种钢结构拼接桥梁的廊架结构,它能够防止桥梁在使用过程中产生拉伸变形,使得整个拼接桥梁稳定性更好。(The invention relates to a gallery frame structure of a steel structure spliced bridge, which comprises three gallery frame units (61) connected in sequence from front to back, wherein each gallery frame unit (61) comprises two gallery frame cross beams (611) arranged in parallel from left to right, supporting oblique beams (612) are arranged at the front and back ends of each gallery frame cross beam (611) outwards and on the lower side, a plurality of gallery frame longitudinal beams (613) are arranged between the front and back supporting oblique beams (612) in parallel from left to right, the upper ends of the gallery frame longitudinal beams (613) are connected with the gallery frame cross beams (611), the supporting oblique beams (612) are connected with the adjacent gallery frame longitudinal beams (613) through first reinforcing oblique supports (614), the adjacent gallery frame longitudinal beams (613) are connected through second reinforcing oblique supports (615), and the left and right gallery frame cross beams (611) are connected through a plurality of connecting cross beams (616) arranged in parallel from front to back. The corridor frame structure of the steel structure spliced bridge can prevent the bridge from generating tensile deformation in the using process, so that the stability of the whole spliced bridge is better.)
1. The utility model provides a corridor frame structure of steel construction concatenation bridge which characterized in that: it includes three corridor frame unit (61) that connect gradually from beginning to end, corridor frame unit (61) is including controlling two corridor frame crossbeams (611) of parallel arrangement, both ends all are provided with outside downside around corridor frame crossbeam (611) and support sloping (612), and it has a plurality of corridor frame longerons (613) to control parallel arrangement between two front and back support sloping (612), corridor frame longeron (613) upper end is connected with corridor frame crossbeam (611), support sloping (612) and corridor frame longeron (613) lower extreme and bridge floor (22) are connected, support sloping (612) and be connected through first enhancement bracing (614) between rather than adjacent corridor frame longeron (613), through second enhancement bracing (615) between two adjacent corridor frame longerons (613), control two corridor frame crossbeams (611) and be connected through a plurality of connection crossbeam (616) of parallel arrangement from beginning to end.
2. The gallery structure of the spliced steel structure bridge of claim 1, wherein: the supporting oblique beam (612) of the previous corridor frame unit (61) is connected with the supporting oblique beam (612) of the next corridor frame unit (61) through an oblique beam reinforcing plate (7).
3. The gallery structure of the spliced steel structure bridge of claim 1, wherein: two adjacent connecting cross beams (616) are connected through a reinforcing assembly (8); strengthen sub-assembly (8) including intermediate junction spare (81), intermediate junction spare (81) are connected through a plurality of curb plates (812) including two upper and lower connecting plates (811), between two upper and lower connecting plates (811) middle parts, connecting plate (811) left and right sides symmetry is provided with first cooperation section (8111), bilateral symmetry is provided with second cooperation section (8112) around first cooperation section (8111), it is provided with between first cooperation section (8111) and corridor frame crossbeam (611) and strengthens crossbeam (82) to be connected between second cooperation section (8112) and connection crossbeam (616) tip and is provided with and strengthens sloping (83).
4. The gallery structure of the spliced steel structure bridge of claim 3, wherein: a cross beam connecting piece (84) is arranged at the connecting position of the reinforcing cross beam (82) and the gallery frame cross beam (611); the beam connecting piece (84) comprises an upper beam connecting plate and a lower beam connecting plate (841), the upper beam connecting plate and the lower beam connecting plate (841) are respectively clamped on the upper side and the lower side of the gallery frame beam (611), and a reinforcing beam slot (842) is arranged between the inner sides of the upper beam connecting plate and the lower beam connecting plate (841).
5. The gallery structure of the spliced steel structure bridge of claim 3, wherein: an oblique beam connecting piece (85) is arranged at the connecting position of the reinforcing oblique beam (83) and the connecting cross beam (616); the sloping connecting piece (85) comprises an upper sloping connecting plate (851) and a lower sloping connecting plate (851), the upper sloping connecting plate (851) and the lower sloping connecting plate (851) are respectively clamped on the upper side and the lower side of the gallery frame cross beam (611), a connecting cross beam slot (852) is arranged between the inner sides of the upper sloping connecting plate (851) and the lower sloping connecting plate (851), and a reinforcing sloping slot (853) is arranged on the front side or the rear side of the connecting cross beam slot (852).
Technical Field
The invention relates to a corridor frame structure of a steel structure spliced bridge, and belongs to the technical field of building bridges.
Background
The steel structure bridge is a bridge with a main bearing structure adopting steel structure, namely a beam or legs and a pier body form rigid connection, and the pier is fixedly connected, so that the beam and the pier are integrally stressed, and the pier not only bears the vertical pressure caused by the load on the beam, but also bears the bending moment and the horizontal thrust. Under the action of vertical load, the bending moment of a beam of the steel bridge is generally smaller than that of a continuous beam or a simply supported beam with the same span, and the spanning capacity of the beam bridge is larger than that of a beam bridge; the pier beam is consolidated without a large support, and the structure has strong integrity and good earthquake resistance, so the pier beam is more and more widely applied in recent years.
The existing steel bridge is unreasonable in structural design, cumbersome in construction process and capable of being completely constructed by large labor force; in addition, the tensile stability is poor in the using process, and deformation is generated after long-time use, so that the use in the future is influenced.
Disclosure of Invention
The technical problem to be solved by the invention is to provide a corridor frame structure of a steel structure spliced bridge aiming at the prior art, which can solve the problem that the traditional steel structure bridge deforms after being used for a long time.
The technical scheme adopted by the invention for solving the problems is as follows: the utility model provides a corridor frame structure of steel construction concatenation bridge, it includes the three corridor frame unit that connects gradually around, corridor frame unit is including controlling two corridor frame crossbeams of parallel arrangement, both ends all are provided with the support sloping outward to the downside around the corridor frame crossbeam, and parallel arrangement has a plurality of corridor frame longerons around two support sloping about between, corridor frame longeron upper end is connected with corridor frame crossbeam, support sloping and corridor frame longeron lower extreme and be connected with the bridge floor, be connected through first enhancement bracing between support sloping and its adjacent corridor frame longeron, strengthen the bracing through the second between two adjacent corridor frame longerons, control two corridor frame crossbeams and be connected through a plurality of connection crossbeams of parallel arrangement from beginning to end.
Preferably, the supporting oblique beam of the previous corridor frame unit is connected with the supporting oblique beam of the next corridor frame unit through an oblique beam reinforcing plate.
Preferably, two adjacent connecting cross beams are connected through a reinforcing assembly; the reinforced combined part comprises an intermediate connecting piece, the intermediate connecting piece comprises an upper connecting plate and a lower connecting plate, the middle parts of the upper connecting plate and the lower connecting plate are connected through a plurality of side plates, the left side and the right side of each connecting plate are symmetrically provided with first matching sections, the front side and the rear side of each first matching section are symmetrically provided with second matching sections, a reinforced cross beam is connected and arranged between each first matching section and the cross beam of the gallery frame, and a reinforced oblique beam is connected and arranged between each second matching section and the end part of the corresponding connecting cross beam.
Preferably, a cross beam connecting piece is arranged at the connecting position of the reinforcing cross beam and the cross beam of the gallery frame; the cross beam connecting piece comprises an upper cross beam connecting plate and a lower cross beam connecting plate, the upper cross beam connecting plate and the lower cross beam connecting plate are clamped on the upper side and the lower side of the cross beam of the gallery frame respectively, and a reinforcing cross beam slot is formed between the inner sides of the upper cross beam connecting plate and the lower cross beam connecting plate.
Preferably, an oblique beam connecting piece is arranged at the connecting position of the reinforcing oblique beam and the connecting cross beam; the inclined beam connecting piece comprises an upper inclined beam connecting plate and a lower inclined beam connecting plate, the upper inclined beam connecting plate and the lower inclined beam connecting plate are clamped on the upper side and the lower side of a cross beam of the gallery frame respectively, a connecting cross beam slot is arranged between the inner sides of the upper inclined beam connecting plate and the lower inclined beam connecting plate, and a reinforcing inclined beam slot is arranged on the front side or the rear side of the connecting cross beam slot.
Compared with the prior art, the invention has the advantages that:
the corridor frame structure of the steel structure spliced bridge can prevent the bridge from generating tensile deformation in the using process, so that the stability of the whole spliced bridge is better.
Drawings
Fig. 1 is a schematic structural diagram of a gallery structure of a steel structure spliced bridge.
Fig. 2 is a schematic structural diagram of the bridge body in fig. 1.
Figure 3 is a transverse cross-sectional schematic view of the deck of figure 1.
Fig. 4 is a schematic view of the structure of the balustrade of fig. 1.
Fig. 5 is a schematic structural view of the gallery shelf of fig. 1.
Fig. 6 is a top view of fig. 5.
Fig. 7 is a schematic structural diagram of the reinforcing assembly of fig. 6.
Fig. 8 is a schematic view of the structure of the intermediate connecting member of fig. 7.
Fig. 9 is a schematic structural view of the beam connector of fig. 7.
Fig. 10 is a schematic structural view of the reinforced sloping beam connector in fig. 7.
Wherein:
bridge pier 1
Bridge body supporting plate 21
Bridge deck 22
Stringer 222
Patterned steel plate 223
Guard bar 3
A hollow balustrade 32;
second steel box 4
Gallery frame 6
Supporting
Gallery frame
First reinforcing diagonal brace 614
Second reinforcing
Connecting
Inclined beam reinforcing plate 7
Reinforcing assembly 8
Intermediate connecting
Connecting
Reinforcing
Reinforcing stringer 83
Beam connecting
Stiffener
Oblique beam connecting plate 851
Connecting beam slot 852
A reinforcing stringer slot 853.
Detailed Description
The invention is described in further detail below with reference to the accompanying examples.
Referring to fig. 1 to 10, the corridor frame structure of a steel structure spliced bridge related by the invention comprises a plurality of piers 1 arranged in front and back, a
the thickness of the patterned steel plate 223 is 6 mm;
the thickness of the
the
the thickness of the
the bridge deck 22 is provided with a left row of guardrails 3 and a right row of guardrails 3, and the left row of guardrails and the right row of guardrails 3 are respectively positioned at the left side and the right side of the bridge deck 22;
the guardrail 3 comprises a plurality of
the
the
a gallery frame 6 is arranged on the bridge floor 22, and the gallery frame 6 is positioned between the left and right rows of guardrails 3;
the gallery frame 6 comprises three
the supporting
two adjacent connecting
the reinforcing assembly 8 comprises a middle connecting
a
an oblique
the
the oblique
In addition, the present invention also includes other embodiments, and any technical solutions formed by equivalent transformation or equivalent replacement should fall within the protection scope of the claims of the present invention.
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