CN201280686Y - Gravity balance water box of bridge for defending against typhoon impact - Google Patents

Gravity balance water box of bridge for defending against typhoon impact Download PDF

Info

Publication number
CN201280686Y
CN201280686Y CNU2008201579806U CN200820157980U CN201280686Y CN 201280686 Y CN201280686 Y CN 201280686Y CN U2008201579806 U CNU2008201579806 U CN U2008201579806U CN 200820157980 U CN200820157980 U CN 200820157980U CN 201280686 Y CN201280686 Y CN 201280686Y
Authority
CN
China
Prior art keywords
bridge
water tank
water
water box
impact
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
CNU2008201579806U
Other languages
Chinese (zh)
Inventor
章铭荣
杨天敏
李元水
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.)
HANGZHOU XIAOHONG CONSTRUCTION GROUP Ltd
Original Assignee
HANGZHOU XIAOHONG CONSTRUCTION GROUP 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 HANGZHOU XIAOHONG CONSTRUCTION GROUP Ltd filed Critical HANGZHOU XIAOHONG CONSTRUCTION GROUP Ltd
Priority to CNU2008201579806U priority Critical patent/CN201280686Y/en
Application granted granted Critical
Publication of CN201280686Y publication Critical patent/CN201280686Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Abstract

Disclosed is a gravity balancing water tank used for a bridge to resist typhoon impact. Two groups of water tanks with long columnar streamline sections are arranged in the radial direction on two sides of the road surface of the bridge body. When the bridge encounters typhoon impact, water is filled in the water tanks at the windward side to increase the weight so as to enhance the stress balance of the bridge. The water tank is applicable on an overhead bridge in a coastal area to improve the capability of resisting typhoons and to prolong the service life of the bridge.

Description

A kind of bridge is resisted the gravitational equilibrium water tank that typhoon impacts
Affiliated technical field
The utility model relates to a kind of bridge and resists the gravitational equilibrium water tank that typhoon impacts.
Background technology
The bridge often experience typhoon invasion and attack of summer and autumn of low latitude coastal area in building in, horizontal high wind can produce very big thrust to a side of bridge, quicken the pontic stress fatigue, influences the application life of bridge.
The utility model content
For addressing the above problem, the utility model provides a kind of bridge to resist the gravitational equilibrium water tank that typhoon impacts.
The technical solution adopted in the utility model is: respectively load onto group leader's post streamline section water tank in the pontic both sides, when bridge met with the typhoon impact, to the water tank water filling of the side of facining the wind, the weight that increases windward side was to strengthen the bridge force-bearing balance.
The beneficial effects of the utility model are: reduce the damage that bridge is impacted by typhoon, prolong bridge application life.
Description of drawings
Below in conjunction with accompanying drawing the utility model is described further.
Fig. 1 is the road surface schematic side view that long column streamline section water tank is installed.
Fig. 2 is the transversal schematic diagram in road surface that long column streamline section water tank is installed.
Among the figure: 1. bridge pavement, 2. streamlined water tank, the 3. water in the water tank of windward side
The specific embodiment
Make rectangular streamline section water tank with resistant materials such as Stainless Steels, can each length 3 meters, arranged radially is installed, connect with tube connector, the water tank cross-sectional sizes is decided according to bridge situation and required water weight, and water tank is installed on the bridge both sides, when meeting with typhoon, with water pump to the water tank water filling of the side of facining the wind to gain in weight, so that the stress balance of pontic.

Claims (1)

1. a bridge is resisted the gravitational equilibrium water tank that typhoon impacts: be made of the long column streamline section water tank that is installed in the bridge both sides and the water pump that is attached thereto, it is characterized in that: water tank is the water that the water infusion is gone in order to the object that increases gravity.
CNU2008201579806U 2008-12-26 2008-12-26 Gravity balance water box of bridge for defending against typhoon impact Expired - Fee Related CN201280686Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNU2008201579806U CN201280686Y (en) 2008-12-26 2008-12-26 Gravity balance water box of bridge for defending against typhoon impact

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNU2008201579806U CN201280686Y (en) 2008-12-26 2008-12-26 Gravity balance water box of bridge for defending against typhoon impact

Publications (1)

Publication Number Publication Date
CN201280686Y true CN201280686Y (en) 2009-07-29

Family

ID=40927565

Family Applications (1)

Application Number Title Priority Date Filing Date
CNU2008201579806U Expired - Fee Related CN201280686Y (en) 2008-12-26 2008-12-26 Gravity balance water box of bridge for defending against typhoon impact

Country Status (1)

Country Link
CN (1) CN201280686Y (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109098074A (en) * 2018-09-30 2018-12-28 王能 A kind of bridge actively increasing load
CN109112944A (en) * 2018-09-30 2019-01-01 王能 A kind of water suction weight gain self-stabilization bridge
CN109137709A (en) * 2018-09-30 2019-01-04 王能 A kind of self-stabilization bridge of water level control
CN109208458A (en) * 2018-09-30 2019-01-15 王能 A kind of bridge to be increased weight using pulling force
CN109208459A (en) * 2018-09-30 2019-01-15 王能 It is a kind of for stablizing the weight gain device of bridge

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109098074A (en) * 2018-09-30 2018-12-28 王能 A kind of bridge actively increasing load
CN109112944A (en) * 2018-09-30 2019-01-01 王能 A kind of water suction weight gain self-stabilization bridge
CN109137709A (en) * 2018-09-30 2019-01-04 王能 A kind of self-stabilization bridge of water level control
CN109208458A (en) * 2018-09-30 2019-01-15 王能 A kind of bridge to be increased weight using pulling force
CN109208459A (en) * 2018-09-30 2019-01-15 王能 It is a kind of for stablizing the weight gain device of bridge
CN109208458B (en) * 2018-09-30 2020-07-24 浙江西城工程设计有限公司 Bridge weighted by tensile force
CN109112944B (en) * 2018-09-30 2020-08-14 河南城建学院 Water-absorbing weight-increasing self-stabilizing bridge
CN109137709B (en) * 2018-09-30 2020-11-06 徐州诚凯知识产权服务有限公司 Self-stabilizing bridge for water level control

Similar Documents

Publication Publication Date Title
CN201280686Y (en) Gravity balance water box of bridge for defending against typhoon impact
CN203603292U (en) Built-in-impeller type tuning liquid damper
CN108560714B (en) Additional swinging steel frame for improving earthquake resistance of frame structure
CN207331431U (en) A kind of bridge damping device
CN204898665U (en) Prestressing force that non -corrosibility ability is high supports crab -bolt
CN204676582U (en) A type stent-type offshore wind turbine foundation structure
CN205779502U (en) A kind of marine wind electric field vertical axis aerogenerator arch (bridge) type supporting construction
CN103147425A (en) Overhead dragging and energy dissipating type ship arresting system supported by floating foundation
CN202730790U (en) Plug-in skirt-pile-type cylinder structure
CN204212174U (en) Single pile adds taper pile brace type offshore wind turbine foundation structure
CN201606229U (en) Wind power complementation hydraulic oil pumping device
CN206721658U (en) A kind of spacing bearing of power consumption for carrying Viscous fluid damper
CN103225314A (en) Offshore wind power foundation consisting of single pile and cylindrical foundations
CN206221154U (en) Floating body power station
CN219635450U (en) Semi-submersible floating platform foundation and offshore floating wind power equipment
CN205276234U (en) Structure that opens ice of high pile platform
CN101776066A (en) Wind-electricity complementary hydraulic oil pumping device
CN100557173C (en) High capacity underground oil storage
CN201442645U (en) Ultrahigh molecular weight polyethylene light beacon
CN201461229U (en) Wind ball
CN202658947U (en) Annular concrete-filled steel tube strut for catenary
CN210007342U (en) auxiliary device is prevent wind to transmission line
CN102953407B (en) Method for installing and constructing wind energy water pumping facility
CN202617827U (en) Steel wire rope greenhouse
CN202265831U (en) Deep-water bridge elevated pile cap grouped pile foundation connecting structure

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20090729

Termination date: 20111226