CN202730722U - Main longitudinal beam type support arm frame structure for radial gate - Google Patents

Main longitudinal beam type support arm frame structure for radial gate Download PDF

Info

Publication number
CN202730722U
CN202730722U CN 201220379337 CN201220379337U CN202730722U CN 202730722 U CN202730722 U CN 202730722U CN 201220379337 CN201220379337 CN 201220379337 CN 201220379337 U CN201220379337 U CN 201220379337U CN 202730722 U CN202730722 U CN 202730722U
Authority
CN
China
Prior art keywords
support arm
main longitudinal
longitudinal beam
longitudinal grider
type support
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 - Lifetime
Application number
CN 201220379337
Other languages
Chinese (zh)
Inventor
王兴恩
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.)
PowerChina Guiyang Engineering Corp Ltd
Original Assignee
Hydrochina Guiyang Engineering Corp
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 Hydrochina Guiyang Engineering Corp filed Critical Hydrochina Guiyang Engineering Corp
Priority to CN 201220379337 priority Critical patent/CN202730722U/en
Application granted granted Critical
Publication of CN202730722U publication Critical patent/CN202730722U/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Landscapes

  • Gates (AREA)

Abstract

The utility model discloses a main longitudinal beam type support arm frame structure for an radial gate, which comprises a main longitudinal beam, wherein a support arm frame formed by a large V-shaped support arm and two small V-shaped support arms is arranged on the main longitudinal beam; the sharp point end of the large V-shaped support arm is hinged with an auxiliary hinge of the radial gate; the support arm frame is in rigid connection with the main longitudinal beam; and the large V-shaped support arm is in rigid connection with the small V-shaped support arms. In addition, rigid connection positions for the support arm frame and the main longitudinal beam are on two support legs at the open ends of the small V-shaped support arms. Due to the adoption of the technical scheme disclosed by the utility model as well as increase of rigid connection points for the support arms and the main longitudinal beam, the mid-span of the main longitudinal beam and the bending moment of the suspension support arm section are reduced, the cross section size of the main longitudinal beam is further reduced, and the project investment is saved.

Description

The main longitudinal grider formula support arm frame construction of arc door
Technical field
The utility model relates to a kind of main longitudinal grider formula support arm frame construction of arc door, belongs to Hydraulic and Hydro-Power Engineering earial drainage arc gate technique field.
Background technology
Segment gate is widely a kind of gate pattern of the current usage comparison of Hydraulic and Hydro-Power Engineering, and the obstructing surface with circular arc uses as Service gate on the hydraulic structure of being everlasting.Segment gate is comprised of gate flap, support arm and a hinge usually, and the gate main body can be around a hinge center rotating at its arc radius center.The arc door props up hinge and generally is arranged in the downstream, and its elevation will be considered and not impacted by current and floating thing.Segment gate structurally requires enough intensity and integral rigidity, and good manufacturability is arranged, and makes things convenient for manufacturing, transportation, installation, anti-corrosion and maintenance, and saves as far as possible steel.Segment gate can be divided into main beam formula and main longitudinal grider formula according to the arrangement of girder.For the narrow hole of height arc door, generally adopt main longitudinal grider " V " support arm type frame construction, main longitudinal grider and support arm have two to rigidly connect a little.But along with the development of science and technology, the arc door is highly more and more higher, and by traditional gate pattern design, main longitudinal grider span centre and cantilever segment moment of flexure are increasing, cause the main longitudinal grider sectional dimension increasing, not only make the gate manufacturing, difficulty is installed, and it is too much to expend steel.Therefore, the main longitudinal grider formula support arm frame construction of existing arc door or undesirable.
Summary of the invention
The purpose of this utility model is, a kind of main longitudinal grider formula support arm frame construction of arc door is provided, and this structure can reduce main longitudinal grider span centre and cantilever segment moment of flexure, and then reduces main longitudinal grider sectional dimension, cost saving.
For realizing the purpose of this utility model, the main longitudinal grider formula support arm frame construction of a kind of arc door of the present utility model, comprise main longitudinal grider, wherein, described main longitudinal grider is provided with by large " V " type support arm and two support arm frameworks that little " V " type support arm forms, and it is hinged that the closed angle end of large " V " type support arm and arc door prop up hinge.
Further, the main longitudinal grider formula support arm frame construction of above-mentioned arc door, wherein, described support arm framework and main longitudinal grider rigidly connect, and described large " V " type support arm and little " V " type support arm rigidly connect.
Further, the main longitudinal grider formula support arm frame construction of above-mentioned arc door, wherein, the position that described support arm framework and main longitudinal grider rigidly connect is at little " V " type support arm openend two legs.
Owing to having adopted the technical solution of the utility model, make traditional main longitudinal grider " V " type support arm framework become two " Y " type support arm frame constructions of main longitudinal grider, increase the firm number of connections of main longitudinal grider and support arm, main longitudinal grider span centre and cantilever segment moment of flexure have been reduced, and then minimizing main longitudinal grider sectional dimension, cost saving is worthy to be popularized.
Description of drawings
Fig. 1 is structural representation of the present utility model;
Fig. 2 is top view of the present utility model;
Fig. 3 is the structural representation of prior art;
Fig. 4 is the top view of prior art.
Description of reference numerals: the 1-main longitudinal grider, large " V " type support arm of 2-, 3-little " V " type support arm, 4-arc door props up hinge.
The specific embodiment
The utility model is described in further detail below in conjunction with drawings and Examples.But conduct is not to any restriction foundation of the present utility model.
See first Fig. 1 and Fig. 2, the main longitudinal grider formula support arm frame construction of a kind of arc door of the present utility model, comprise main longitudinal grider 1, main longitudinal grider 1 is provided with by large " V " type support arm 2 and two support arm frameworks that little " V " type support arm 3 forms, and the position that support arm framework and main longitudinal grider 1 rigidly connect is at little " V " type support arm 3 openends two legs.It is hinged that the closed angle end of " V " type support arm 2 and arc door prop up hinge 4 greatly.Support arm framework and main longitudinal grider 1 rigidly connect, and described large " V " type support arm 2 rigidly connects with little " V " type support arm 3.
See Fig. 3 and Fig. 4, Fig. 3 and Fig. 4 are the prior art schematic diagrames of the main longitudinal grider formula support arm frame construction of arc door, structure from figure and Structure Comparison of the present utility model can be known, owing to having adopted the technical solution of the utility model, the firm number of connections of main longitudinal grider and support arm has increased twice, reduce main longitudinal grider span centre and cantilever segment moment of flexure, and then reduced main longitudinal grider sectional dimension, cost saving.
Above-mentioned is a kind of embodiment of the present utility model, and the utility model also has other embodiment, and all employings are equal to the technical scheme of replacement or equivalent transformation formation, all drop within the desired protection domain of the utility model.

Claims (3)

1. the main longitudinal grider formula support arm frame construction of an arc door, comprise main longitudinal grider (1), it is characterized in that: described main longitudinal grider (1) is provided with the support arm framework that is comprised of large " V " type support arm (2) and two little " V " type support arms (3), and it is hinged that the closed angle end of large " V " type support arm (2) and arc door prop up hinge (4).
2. the main longitudinal grider formula support arm frame construction of arc door according to claim 1, it is characterized in that: described support arm framework and main longitudinal grider (1) rigidly connect, and described large " V " type support arm (2) rigidly connects with little " V " type support arm (3).
3. the main longitudinal grider formula support arm frame construction of arc door according to claim 2, it is characterized in that: the position that described support arm framework and main longitudinal grider (1) rigidly connect is at little " V " type support arm (3) openend two legs.
CN 201220379337 2012-08-02 2012-08-02 Main longitudinal beam type support arm frame structure for radial gate Expired - Lifetime CN202730722U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201220379337 CN202730722U (en) 2012-08-02 2012-08-02 Main longitudinal beam type support arm frame structure for radial gate

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201220379337 CN202730722U (en) 2012-08-02 2012-08-02 Main longitudinal beam type support arm frame structure for radial gate

Publications (1)

Publication Number Publication Date
CN202730722U true CN202730722U (en) 2013-02-13

Family

ID=47656435

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201220379337 Expired - Lifetime CN202730722U (en) 2012-08-02 2012-08-02 Main longitudinal beam type support arm frame structure for radial gate

Country Status (1)

Country Link
CN (1) CN202730722U (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104695387A (en) * 2013-12-10 2015-06-10 南京乐奥威电气有限公司 Sectional connecting structure of gate and support arm for flood prevention
CN105603936A (en) * 2016-02-25 2016-05-25 中国电建集团贵阳勘测设计研究院有限公司 Method for solving transportation difficulty of oversized support arm base and detachable support arm base
CN106709170A (en) * 2016-12-12 2017-05-24 西北农林科技大学 Arc gate main frame structure arrangement method based on multi-target multi-working-condition optimization
CN107700438A (en) * 2017-10-11 2018-02-16 山东省水利勘测设计院 A kind of assembly concrete-filled steel tube arc door bearing gate pier structure

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104695387A (en) * 2013-12-10 2015-06-10 南京乐奥威电气有限公司 Sectional connecting structure of gate and support arm for flood prevention
CN104695387B (en) * 2013-12-10 2016-06-29 南京乐奥威电气有限公司 A kind of flood control gate arm stagewise attachment structure
CN105603936A (en) * 2016-02-25 2016-05-25 中国电建集团贵阳勘测设计研究院有限公司 Method for solving transportation difficulty of oversized support arm base and detachable support arm base
CN106709170A (en) * 2016-12-12 2017-05-24 西北农林科技大学 Arc gate main frame structure arrangement method based on multi-target multi-working-condition optimization
CN107700438A (en) * 2017-10-11 2018-02-16 山东省水利勘测设计院 A kind of assembly concrete-filled steel tube arc door bearing gate pier structure

Similar Documents

Publication Publication Date Title
CN202730722U (en) Main longitudinal beam type support arm frame structure for radial gate
CN101613991B (en) Lever-type gain device for damper
CN202730723U (en) Main beam type support arm frame structure for radial gate
CN204185758U (en) Large-span suspension bridge radial type energy-dissipating type central authorities button structure
CN202688965U (en) Ultra-large down-the-hole arc-shaped water gate
CN210867120U (en) Urban rail transit engineering cable stabilization protection support
CN202380448U (en) Cambered service gate
CN106988281B (en) Manufacturing method and structure of high-narrow large-hole-opening main longitudinal beam down-the-hole arc door
CN202730721U (en) Main beam type support arm frame for radial gate
CN103255740A (en) Vertical pile positioning landing stage
CN102979063A (en) Down-the-hole radial gate with multiple frames and multiple trunnions and two lifting pad eyes
CN203034345U (en) Coal transporting trestle of integral continuous steel truss
CN204357003U (en) Fish-bellied type large span open-web truss structure
CN102191746B (en) Suspension bridge with single main cable
CN205223837U (en) Y shape pier of belted steel pull rod
CN204753523U (en) Surface hole plane working gate
CN206667027U (en) Bridge with air deflector mechanism
CN205010324U (en) A inflating pump bracket for [electric] motor coach
CN108560407A (en) Bridge pad
CN202730633U (en) Self-anchored suspension bridge for main cables in parallel spaces of one-column tower
CN204793910U (en) Large -span cable testing bridge
CN203546582U (en) Large span bridge vortex-induced vibration suppression structure
CN202144681U (en) Oar-type steel well frame
CN101824795B (en) Installation component of steel truss girder cable-stayed bridge inhibition vortex-induced vibration device
CN216505805U (en) Integral core-pulling template for prefabricated hollow pier stud

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C56 Change in the name or address of the patentee

Owner name: CHINA POWER GROUP GUIYANG INVESTIGATION DESIGN + R

Free format text: FORMER NAME: HYDROCHINA GUIYANG ENGINEERING CORPORATION, LTD.

Owner name: HYDROCHINA GUIYANG ENGINEERING CORPORATION, LTD.

Free format text: FORMER NAME: GUIYANG PROSPECTION + DESIGN INST, CHINA HYDRAULIC POWER CONSULTARY GROUP

CP01 Change in the name or title of a patent holder

Address after: 550081 No. 16 Xing Qian Road, Jinyang New District, Guizhou, Guiyang

Patentee after: POWERCHINA GUIYANG ENGINEERING Corp.,Ltd.

Address before: 550081 No. 16 Xing Qian Road, Jinyang New District, Guizhou, Guiyang

Patentee before: HydroChina Guiyang Engineering Corp.

Address after: 550081 No. 16 Xing Qian Road, Jinyang New District, Guizhou, Guiyang

Patentee after: POWERCHINA GUIYANG ENGINEERING CORPORATION LIMITED

Address before: 550081 No. 16 Xing Qian Road, Jinyang New District, Guizhou, Guiyang

Patentee before: POWERCHINA GUIYANG ENGINEERING Corp.,Ltd.

CX01 Expiry of patent term
CX01 Expiry of patent term

Granted publication date: 20130213