CN204417993U - For the steel bow bridge construction of war Fast Installation - Google Patents

For the steel bow bridge construction of war Fast Installation Download PDF

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Publication number
CN204417993U
CN204417993U CN201520002882.5U CN201520002882U CN204417993U CN 204417993 U CN204417993 U CN 204417993U CN 201520002882 U CN201520002882 U CN 201520002882U CN 204417993 U CN204417993 U CN 204417993U
Authority
CN
China
Prior art keywords
bridge
bow
steel
pier
steel bow
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201520002882.5U
Other languages
Chinese (zh)
Inventor
朱连吉
季雪娇
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Renqiu Yongji Construction and Installation Engineering Co Ltd
Original Assignee
Renqiu Yongji Construction and Installation Engineering Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Renqiu Yongji Construction and Installation Engineering Co Ltd filed Critical Renqiu Yongji Construction and Installation Engineering Co Ltd
Priority to CN201520002882.5U priority Critical patent/CN204417993U/en
Application granted granted Critical
Publication of CN204417993U publication Critical patent/CN204417993U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model belongs to bridge engineering field, particularly for the steel bow bridge construction of war Fast Installation, is mainly used in steel bow bridge.This technology adopts the form of bow to realize crossing over linking-up road by steel bow bridge bridge, Prefabrication bridge plate element body and bridge pier in workshop, and bridge plate element body is installed in combination in workshop, after having combined, steel is bent the bridge body of a bridge and bridge pier and be transported to the place needing to build bridge, connect bridge pier and bridge, complete the construction of steel bow bridge.The utility model both ensure that the supporting capacity of steel bow bridge, met the needs of driving, can install fast again, save time, for army provides advantage in the middle of war.

Description

For the steel bow bridge construction of war Fast Installation
Technical field
The utility model belongs to bridge engineering field, is particularly applied in the steel bow bridge construction for war Fast Installation.
Background technology
The mankind are unwilling to see the generation of war, and war both caused large destruction to environment, also caused serious destructive destruction to the mankind.When country is subject to other countries' invasion, in order to the interests of the motherland people, the generation as far as possible averted a war, haves no alternative but when cannot avoid to launch a war.When there is war, the time is valuable, especially when road conditions be not suitable for army's vehicle by time, creating conditions in the shortest time, it is most important to make that the road is clear.In order to the problem that solving road is unobstructed, the utility model provides the steel bow bridge construction for war Fast Installation, can meet the needs of vehicle to run, can install fast again, for army races against time, provide advantage.
Utility model content
The utility model object is to provide the steel bow bridge construction for war Fast Installation, is mainly used for steel bow bridge, at clutch Fast Installation steel bow bridge, can meet the unobstructed of road in warfare by the utility model.
The technical solution adopted in the utility model is: steel bow bridge bridge adopts the form of bow to realize crossing over linking-up road, Prefabrication bridge plate element body and bridge pier in workshop, and bridge plate element body is installed in combination in workshop, after having combined, steel is bent the bridge body of a bridge and bridge pier and be transported to the place needing to build bridge, connect bridge pier and bridge, complete the construction of steel bow bridge.
The form of described bow, namely steel bow bridge adopts bow inverted pattern, and the steel bow bridge body of a bridge is equivalent to the bow arm bent, and bridge pier is played a supporting role.
Described bridge plate element body, namely forms the minimum combination monomer of the body of a bridge.
Bridge plate element body is installed in described combination, namely adopts welding method to be coupled together by bridge plate element body and forms the steel bow bridge body of a bridge.
The utility model is applicable to steel bow bridge, the form of bow is adopted to realize crossing over linking-up road by steel bow bridge bridge, the body of a bridge is equivalent to the bow arm bent, bridge pier supports the body of a bridge and shares the effect to the power that the body of a bridge produces in vehicle travel process, both ensure that the supporting capacity of steel bow bridge, and met the needs of driving, can install fast again, save time, for army provides advantage in the middle of war.
Accompanying drawing explanation
Fig. 1 is bridge plate element body structural representation.
Fig. 2 is bridge plate element body combination schematic diagram.
Fig. 3 is bridge pier cross-sectional view.
Fig. 4 is steel bow bridge construction schematic diagram.
Reference numeral: 1, seamless steel pipe; 2, H profile steel; 3, H profile steel diagonal brace; 4, bridge pier crossbeam; 5, pier column; 6, bridge pier bottom girder; 7, the steel bow bridge body of a bridge; 8, bridge pier.
Detailed description of the invention
Below with reference to accompanying drawing, the utility model is described in detail.But embodiment of the present utility model is not limited in this.
First the bridge plate element body of span determination appropriate size size needed for bridge, according to Fig. 1, seamless steel pipe 1 and H profile steel 2 are welded into frame construction, and by H profile steel diagonal brace 3 scarfweld in frame construction, bend the design parameters of bridge bridge according to combining bridge plate element body shown in Fig. 2 according to steel; Bridge pier crossbeam 4, pier column 5 and bridge pier bottom girder 6 weld together by bridge pier 8 according to Fig. 3, and according to Fig. 4, complete the prefabricated of bridge pier 8.After the steel bow bridge body of a bridge 7 completes with bridge pier 8 is prefabricated, be transported to needs build a bridge and locate, steel bent the bridge body of a bridge 7 and be welded to connect with bridge pier 8, complete the Fast Installation that steel bends bridge.
The utility model is not limited to above-mentioned embodiment, and anyone can obtain steel bow bridge quick attach structure under enlightenment of the present utility model.All equalizations done according to the utility model claim change and modify, and all should belong to covering scope of the present utility model.

Claims (4)

1. for the steel bow bridge construction of war Fast Installation, comprise the steel bow bridge body of a bridge and bridge pier, it is characterized in that: steel bow bridge bridge adopts the form of bow to realize crossing over linking-up road, Prefabrication bridge plate element body and bridge pier in workshop, and bridge plate element body is installed in combination in workshop, after having combined, steel is bent the bridge body of a bridge and bridge pier and be transported to the place needing to build bridge, connect bridge pier and bridge, complete the construction of steel bow bridge.
2. the bow of the steel for war Fast Installation bridge construction according to claim 1, is characterized in that: the form of described bow and steel bow bridge adopt bow inverted pattern, and the steel bow bridge body of a bridge is equivalent to the bow arm bent, and bridge pier is played a supporting role.
3. the bow of the steel for war Fast Installation bridge construction according to claim 1, is characterized in that: namely described bridge plate element body forms the minimum combination monomer of the body of a bridge.
4. the steel for war Fast Installation according to claim 1 bow bridge construction, is characterized in that: described combination is installed bridge plate element body and namely adopted welding method bridge plate element body to be coupled together the composition steel bow bridge body of a bridge.
CN201520002882.5U 2015-01-05 2015-01-05 For the steel bow bridge construction of war Fast Installation Expired - Fee Related CN204417993U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520002882.5U CN204417993U (en) 2015-01-05 2015-01-05 For the steel bow bridge construction of war Fast Installation

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201520002882.5U CN204417993U (en) 2015-01-05 2015-01-05 For the steel bow bridge construction of war Fast Installation

Publications (1)

Publication Number Publication Date
CN204417993U true CN204417993U (en) 2015-06-24

Family

ID=53468377

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201520002882.5U Expired - Fee Related CN204417993U (en) 2015-01-05 2015-01-05 For the steel bow bridge construction of war Fast Installation

Country Status (1)

Country Link
CN (1) CN204417993U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105220610A (en) * 2015-10-26 2016-01-06 中国海洋石油总公司 A kind of for the new trestle between offshore oil platform
CN107524080A (en) * 2016-06-21 2017-12-29 任丘市永基建筑安装工程有限公司 Steel bends bridge construction tile designs

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105220610A (en) * 2015-10-26 2016-01-06 中国海洋石油总公司 A kind of for the new trestle between offshore oil platform
CN105220610B (en) * 2015-10-26 2017-03-22 中国海洋石油总公司 Novel trestle used between offshore oil platforms
CN107524080A (en) * 2016-06-21 2017-12-29 任丘市永基建筑安装工程有限公司 Steel bends bridge construction tile designs

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Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
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: 20150624