CN203834339U - Simple arch bridge - Google Patents
Simple arch bridge Download PDFInfo
- Publication number
- CN203834339U CN203834339U CN201420026941.8U CN201420026941U CN203834339U CN 203834339 U CN203834339 U CN 203834339U CN 201420026941 U CN201420026941 U CN 201420026941U CN 203834339 U CN203834339 U CN 203834339U
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- Prior art keywords
- arch
- bridge
- supporting
- arch bridge
- bridge floor
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 7
- 239000010959 steel Substances 0.000 claims abstract description 7
- 239000000203 mixture Substances 0.000 claims description 2
- 238000012423 maintenance Methods 0.000 abstract description 2
- 239000000463 material Substances 0.000 description 4
- 239000004575 stone Substances 0.000 description 4
- 238000005452 bending Methods 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 101150097977 arch-1 gene Proteins 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
Description
技术领域:Technical field:
本实用新型涉及一种简易拱桥。The utility model relates to a simple arch bridge.
背景技术:Background technique:
拱桥多数采用上承式或中承式双铰拱形式。无铰拱因必须有坚固的地基,使其应用范围受到限制。三铰拱因拱顶有铰,变形时有转折点,对高速行车不利,且顶铰构造复杂,维修不便,故只用于较小跨度的钢拱桥。钢拱桥的拱肋一般可作成桁架形、箱形或板梁形,分别称桁拱、箱拱和板拱。拱桥分为:圆弧拱桥:拱圈轴线按部分圆弧线设置的拱桥。优点构造简单,石料规格最少,备料、放样、施工都很简便;缺点是受荷时拱内压力线偏离拱轴线较大,受力不均匀。一般适用于跨度小于20m的石拱桥。抛物线拱桥:拱圈轴线按抛物线设置的拱桥,是悬链线拱桥的一种特例。优点是弯矩小,材料省,跨越能力较大;缺点是构造较复杂,如果是石拱桥则料石的规格较多,施工较不方便。悬链线拱桥:拱圈轴线按悬链线设置的拱桥。优点是受力均匀,弯矩不大,节省材料。多适用于实腹拱桥,大跨度的空腹拱桥中也常常采用这种线形布置。Most of the arch bridges adopt the form of double-hinge arches of the upper-supported or middle-supported type. The hingeless arch must have a solid foundation, so its application range is limited. The three-hinge arch has hinges on the top of the arch, and there is a turning point when it deforms, which is not good for high-speed driving, and the structure of the top hinge is complicated and inconvenient to maintain, so it is only used for steel arch bridges with small spans. The arch ribs of steel arch bridges can generally be made in the shape of truss, box or plate girder, which are called truss arch, box arch and plate arch respectively. Arch bridges are divided into: arc arch bridge: an arch bridge in which the axis of the arch circle is set according to a partial arc line. The advantage is that the structure is simple, the stone specifications are the least, and the material preparation, lofting, and construction are very simple; the disadvantage is that the pressure line in the arch deviates from the axis of the arch when it is loaded, and the force is uneven. It is generally applicable to stone arch bridges with a span of less than 20m. Parabolic arch bridge: an arch bridge with the axis of the arch circle set along a parabola, which is a special case of catenary arch bridge. The advantage is that the bending moment is small, the material is saved, and the spanning capacity is large; the disadvantage is that the structure is more complicated. If it is a stone arch bridge, the specifications of the stone are more, and the construction is more inconvenient. Catenary arch bridge: an arch bridge in which the axis of the arch circle is set according to the catenary line. The advantage is that the force is uniform, the bending moment is not large, and the material is saved. It is mostly suitable for solid-web arch bridges, and this linear arrangement is often used in long-span hollow arch bridges.
实用新型内容:Utility model content:
本实用新型的目的在于提供一种简易拱桥。The purpose of the utility model is to provide a simple arch bridge.
本实用新型的目的是这样实现的:The purpose of this utility model is achieved in that:
一种简易拱桥,其组成包括:支撑拱架,用主支座连接在所述的支撑拱架的最高点,用两个副支座支撑所述的支撑拱架,两个所述的副支座对称设置在所述的主支座两边,所述的支撑拱架的顶部与拱形桥面连接,所述的桥面上设有护栏,所述的副支座与所述的拱形桥面连接。A simple arch bridge, which consists of: a supporting arch, connected to the highest point of the supporting arch with a main support, supporting the supporting arch with two auxiliary supports, and the two auxiliary supports Seats are symmetrically arranged on both sides of the main support, the top of the supporting arch is connected to the arch bridge deck, the bridge deck is provided with guardrails, and the auxiliary support is connected to the arch bridge deck. face connection.
所述的简易拱桥,所述的主支座与所述的副支座中,两个平行的支撑梁通过一组横架连接,所述的横架之间有固定装置加固。In the simple arch bridge, in the main support and the auxiliary support, two parallel support beams are connected by a set of horizontal frames, and the horizontal frames are reinforced by fixing devices.
所述的简易拱桥,所述的支撑拱架与所述的主支座、所述的副支座为钢制结构。In the simple arch bridge, the supporting arch, the main support, and the auxiliary support are steel structures.
有益效果:Beneficial effect:
1.能充分做到就地取材,与梁式桥相比可以省大量的钢材和水泥。1. It can fully obtain local materials, which can save a lot of steel and cement compared with beam bridges.
耐久性好,而且养护和维修费用少,而且外形美观。Good durability, less maintenance and repair costs, and beautiful appearance.
构造较简单,尤其是圬工拱桥,技术容易被掌握,有利于广泛采用。The structure is relatively simple, especially for masonry arch bridges, and the technology is easy to master, which is conducive to widespread adoption.
附图说明:Description of drawings:
附图1是本实用新型结构示意图。Accompanying drawing 1 is a structural representation of the utility model.
附图2是本实用新型的支撑架的结构示意图。Accompanying drawing 2 is the structural representation of the support frame of the present utility model.
附图3是本实用新型的主支座的结构示意图。Accompanying drawing 3 is the structural representation of the main support of the utility model.
附图4是本实用新型副支座的结构示意图。Accompanying drawing 4 is the structural representation of the sub-support of the utility model.
具体实施方式:Detailed ways:
实施例1:Example 1:
一种简易拱桥,其组成包括:支撑拱架1,用主支座2连接在所述的支撑拱架的最高点,用两个副支座3支撑所述的支撑拱架,两个所述的副支座对称设置在所述的主支座两边,所述的支撑拱架的顶部与拱形桥面4连接,所述的桥面上设有护栏5,所述的副支座与所述的拱形桥面连接。A kind of simple arch bridge, its composition comprises: supporting arch 1, connects at the highest point of described supporting arch with main support 2, supports described supporting arch with two auxiliary supports 3, two described supporting arches The sub-supports are symmetrically arranged on both sides of the main support, the top of the supporting arch is connected with the arched bridge deck 4, the bridge deck is provided with guardrails 5, and the sub-supports are connected with the arched bridge deck 4. The arched bridge deck connection described above.
实施例2:Example 2:
根据实施例1所述的简易拱桥,所述的主支座与所述的副支座中,两个平行的支撑梁8通过一组横架6连接,所述的横架之间有固定装置7加固。According to the simple arch bridge described in Embodiment 1, in the main support and the auxiliary support, two parallel support beams 8 are connected by a set of horizontal frames 6, and there is a fixing device between the horizontal frames. 7 reinforcement.
实施例3:Example 3:
根据实施例1所述的简易拱桥,所述的支撑拱架与所述的主支座、所述的副支座为钢制结构。According to the simple arch bridge described in Embodiment 1, the supporting arch, the main support, and the auxiliary support are steel structures.
Claims (1)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420026941.8U CN203834339U (en) | 2014-01-16 | 2014-01-16 | Simple arch bridge |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420026941.8U CN203834339U (en) | 2014-01-16 | 2014-01-16 | Simple arch bridge |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203834339U true CN203834339U (en) | 2014-09-17 |
Family
ID=51512199
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420026941.8U Expired - Fee Related CN203834339U (en) | 2014-01-16 | 2014-01-16 | Simple arch bridge |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203834339U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105484145A (en) * | 2014-09-19 | 2016-04-13 | 任丘市永基建筑安装工程有限公司 | Counterweight mounting structure for urban steel bridge |
| CN105780653A (en) * | 2014-12-15 | 2016-07-20 | 任丘市永基建筑安装工程有限公司 | On-site assembly welding technology for bridge piers |
| CN105803952A (en) * | 2014-12-29 | 2016-07-27 | 杨光华 | Assembly process equipment for overhauling of bridge girder with three-hinged arch mechanism |
| CN105862593A (en) * | 2015-01-20 | 2016-08-17 | 任丘市永基建筑安装工程有限公司 | Rapid construction method of steel arch bridge |
| CN106032660A (en) * | 2015-03-09 | 2016-10-19 | 任丘市永基建筑安装工程有限公司 | A city steel bridge balance weight structure |
-
2014
- 2014-01-16 CN CN201420026941.8U patent/CN203834339U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105484145A (en) * | 2014-09-19 | 2016-04-13 | 任丘市永基建筑安装工程有限公司 | Counterweight mounting structure for urban steel bridge |
| CN105780653A (en) * | 2014-12-15 | 2016-07-20 | 任丘市永基建筑安装工程有限公司 | On-site assembly welding technology for bridge piers |
| CN105803952A (en) * | 2014-12-29 | 2016-07-27 | 杨光华 | Assembly process equipment for overhauling of bridge girder with three-hinged arch mechanism |
| CN105862593A (en) * | 2015-01-20 | 2016-08-17 | 任丘市永基建筑安装工程有限公司 | Rapid construction method of steel arch bridge |
| CN106032660A (en) * | 2015-03-09 | 2016-10-19 | 任丘市永基建筑安装工程有限公司 | A city steel bridge balance weight structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C53 | Correction of patent for invention or patent application | ||
| CB03 | Change of inventor or designer information |
Inventor after: Zhan Xiaosong Inventor after: Cui Lin Inventor before: Zhan Xiaosong Inventor before: Cui Lin |
|
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140917 Termination date: 20160116 |
|
| EXPY | Termination of patent right or utility model |