CN202380448U - Cambered service gate - Google Patents

Cambered service gate Download PDF

Info

Publication number
CN202380448U
CN202380448U CN2011205372939U CN201120537293U CN202380448U CN 202380448 U CN202380448 U CN 202380448U CN 2011205372939 U CN2011205372939 U CN 2011205372939U CN 201120537293 U CN201120537293 U CN 201120537293U CN 202380448 U CN202380448 U CN 202380448U
Authority
CN
China
Prior art keywords
support arm
arm
gate
service gate
arc service
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
CN2011205372939U
Other languages
Chinese (zh)
Inventor
刘永胜
何孟芸
贾仕开
姚昌杰
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 Chengdu Engineering Co Ltd
Original Assignee
Chengdu Hydroelectric Investigation and Design Institute of China Hydropower Engineering Consulting Group
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 Chengdu Hydroelectric Investigation and Design Institute of China Hydropower Engineering Consulting Group filed Critical Chengdu Hydroelectric Investigation and Design Institute of China Hydropower Engineering Consulting Group
Priority to CN2011205372939U priority Critical patent/CN202380448U/en
Application granted granted Critical
Publication of CN202380448U publication Critical patent/CN202380448U/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Landscapes

  • Barrages (AREA)

Abstract

The utility model discloses a cambered service gate, belongs to the technical field of manufacturing of water conservancy and hydropower equipment, and provides a cambered service gate which can guarantee the rigidity of a cantilever section of a gate leaf above an upper supporting arm under the condition that the height of an orifice is much greater than the width of the orifice. The cambered service gate comprises a cambered service gate leaf with three main cross beams and supporting arms which are provided with opening ends and used for supporting the cambered service gate leaf, wherein the opening ends of the supporting arms are respectively supported on different main cross beams at the same end of the cambered service gate leaf; the opening ends of the supporting arms have double-opening structures consisting of upper supporting arms, middle supporting arms and lower supporting arms; and the upper supporting arm, the middle supporting arm and the lower supporting arm of the same supporting arm are respectively supported on the three main cross beams at the same end of the cambered service gate leaf.

Description

A kind of arc Service gate
Technical field
The utility model relates to a kind of arc Service gate, belongs to water conservancy and hydropower equipment manufacturing technology field.
Background technology
Design specifications according to present water conservancy and hydropower industry; As the arc Service gate that is arranged in scouring sluice on the river course, sluice position when selecting port size; General all be provided with the width in aperture big than highly, be provided with more approachingly to I haven't seen you for ages, the purpose of work is the setting for the ease of arc Service gate log type gate leaf and its like this; The door body structure that is general arc Service gate all adopts two main beam structures, and respective support arms all adopts two support arm structures.The benefit that adopts described pair of main beam, two support arm structures is the material that arc Service gate gate flap and support arm are made in a large amount of saving of ability, reduces production costs.But when the ambient conditions that is limited to the scene makes that the aperture height size is big; When particularly the height dimension in aperture is more much bigger than width dimensions; If still adopt the arc Service gate of two main beams, two support arm structures; Will make special big of the length of cantilever segment of the above gate flap of arc Service gate upper branch arm, and then upper cantilever section amount of deflection is rolled up, thereby make its rigidity be difficult to satisfy code requirement.
The utility model content
The utility model technical problem to be solved is: provide a kind of under the height dimension in the aperture condition more much bigger than width dimensions, still can guarantee the arc Service gate of rigidity of the cantilever segment of the above gate flap of upper branch arm.
The technical scheme that adopts for solving the problems of the technologies described above is: a kind of arc Service gate; Comprise arc Service gate gate flap that contains main beam and support arm with the said arc Service gate of support gate flap of an openend; The openend of support arm is supported on respectively on the different main beam of the same end of arc Service gate gate flap; The main beam of arc Service gate gate flap is three; The two hatch frames of support arm openend for being made up of upper branch arm, middle support arm and lower branch arm, the upper branch arm of same support arm, middle support arm and lower branch arm are supported on respectively on three main beams of the same end of arc Service gate gate flap.
Further be, between the upper branch arm and middle support arm of same support arm, also be respectively arranged with many montants between middle support arm and the lower branch arm.
The optimal way of such scheme is, between the adjacent montant of upper branch arm and middle support arm, also be respectively arranged with at least one brace between the adjacent montant of middle support arm and lower branch arm.
Further be that the cross section of montant is and the I-shape construction of height such as corresponding support arm grade that the cross section of brace is the open web type structure that is made up of two channel-section steels.
Further be that the cross section of main beam is a box structure.
Further be that the cross section of upper branch arm, middle support arm and lower branch arm is a box structure.
The beneficial effect of the utility model is: through three main beams are set on arc Service gate gate flap and the distance between the adjacent main beam are widened as far as possible; Simultaneously the openend of corresponding support arm is set to two hatch frames of being made up of upper branch arm, middle support arm and lower branch arm; And make corresponding respectively being supported on three main beams of upper branch arm, middle support arm and lower branch arm; Can effectively reduce the length of the cantilever segment of the above arc Service gate of upper branch arm gate flap like this; Upper cantilever section amount of deflection is reduced; Even thereby make height dimension that described arc Service gate uses the aperture than under the much bigger condition of width dimensions, still can guarantee the rigidity of the cantilever segment of the above gate flap of upper branch arm.
Description of drawings
Fig. 1 is the main A-A sectional view of a kind of arc Service gate of the utility model;
Fig. 2 is the B-B sectional view of Fig. 1;
Fig. 3 is the A portion enlarged drawing of Fig. 1;
Fig. 4 is the cross-sectional view of montant;
Fig. 5 is the cross section face of brace.
Be labeled as among the figure: main beam 1, arc Service gate gate flap 2, support arm 3, upper branch arm 4, middle support arm 5, lower branch arm 6, montant 7, brace 8.
The specific embodiment
As Fig. 1, Fig. 2, Fig. 3, Fig. 4 and shown in Figure 5 be the utility model provide a kind of under the height dimension in the aperture condition more much bigger than width dimensions, still can guarantee the arc Service gate of rigidity of the cantilever segment of the above gate flap of upper branch arm.Said arc Service gate comprises arc Service gate gate flap 2 that contains main beam 1 and the support arm 3 with the said arc Service gate of support gate flap 2 of an openend; The openend of support arm 3 is supported on respectively on the different main beam 1 of arc Service gate gate flap 2 same ends; The main beam 1 of arc Service gate gate flap 2 is three; The two hatch frames of support arm 3 openends for being made up of upper branch arm 4, middle support arm 5 and lower branch arm 6, the upper branch arm 4 of same support arm 3, middle support arm 5 and lower branch arm 6 are supported on respectively on three main beams 1 of arc Service gate gate flap 2 same ends.Through above-mentioned technical scheme; Three main beams 1 are being set on the arc Service gate gate flap 2 and the distance between the adjacent main beam 1 are being widened as far as possible; Simultaneously the openend of corresponding support arm 3 is set to two hatch frames of being made up of upper branch arm 4, middle support arm 5 and lower branch arm 6; And make corresponding respectively being supported on three main beams 1 of upper branch arm 4, middle support arm 5 and lower branch arm 6; Can effectively reduce the length of the cantilever segment of upper branch arm 4 above arc Service gate gate flaves 2 like this; The amount of deflection of this upper cantilever section is reduced, thereby, still can guarantee the rigidity of the cantilever segment of the above gate flap of upper branch arm even make height dimension that described arc Service gate uses the aperture than under the much bigger condition of width dimensions.
In order to make the upper branch arm 4, middle support arm 5 and the lower branch arm 6 that constitute support arm 3 can form firm a, intensity and stability can both satisfy the trussed construction of wanting, between the upper branch arm 4 and middle support arm 5 of same support arm 3, also be respectively arranged with many montants 7 between middle support arm 5 and the lower branch arm 6; Between the adjacent montant 7 of upper branch arm 4 and middle support arm 5, also be respectively arranged with at least one brace 8 between the adjacent montant 7 of middle support arm 5 and lower branch arm 6.
The ability that further takes the weight and carry for upper branch arm 4, middle support arm 5 and the lower branch arm 6 that improves main beam 1, formation support arm 3; Steel that again can use are minimum, and the cross section of the cross section of main beam 1 and upper branch arm 4, middle support arm 5 and lower branch arm 6 all is arranged to box structure.Same in that to bear same loading condition little; Improve the stock utilization of montant 7, brace 8 to greatest extent; Convenient simultaneously tight bar 1 is connected with lower branch arm 6 with corresponding upper branch arm 4, middle support arm 5; The cross section of montant 7 is changed to the I-shape construction with height such as corresponding support arm grade, and the cross section of brace 8 is changed to the open web type structure that is made up of two channel-section steels.

Claims (6)

1. arc Service gate; The support arm (3) that comprises arc Service gate gate flap (2) that contains main beam (1) and the said arc Service gate of support gate flap (2) with an openend; The openend of support arm (3) is supported on respectively on the different main beam (1) of the same end of arc Service gate gate flap (2); It is characterized in that: the main beam (1) of arc Service gate gate flap (2) is three; Support arm (3) openend is the two hatch frames that are made up of upper branch arm (4), middle support arm (5) and lower branch arm (6), and the upper branch arm (4) of same support arm (3), middle support arm (5) and lower branch arm (6) are supported on respectively on three main beams (1) of the same end of arc Service gate gate flap (2).
2. a kind of arc Service gate according to claim 1 is characterized in that: between the upper branch arm (4) and middle support arm (5) of same support arm (3), also be respectively arranged with many montants (7) between middle support arm (5) and the lower branch arm (6).
3. a kind of arc Service gate according to claim 2 is characterized in that: between the adjacent montant (7) of upper branch arm (4) and middle support arm (5), also be respectively arranged with at least one brace (8) between the adjacent montant (7) of middle support arm (5) and lower branch arm (6).
4. a kind of arc Service gate according to claim 3 is characterized in that: the cross section of montant (7) is and the I-shape construction of height such as corresponding support arm grade that the cross section of brace (8) is the open web type structure that is made up of two channel-section steels.
5. according to claim 1,2,3 or 4 described a kind of arc Service gates, it is characterized in that: the cross section of main beam (1) is a box structure.
6. according to claim 1,2,3 or 4 described a kind of arc Service gates, it is characterized in that: the cross section of upper branch arm (4), middle support arm (5) and lower branch arm (6) is a box structure.
CN2011205372939U 2011-12-20 2011-12-20 Cambered service gate Expired - Lifetime CN202380448U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2011205372939U CN202380448U (en) 2011-12-20 2011-12-20 Cambered service gate

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2011205372939U CN202380448U (en) 2011-12-20 2011-12-20 Cambered service gate

Publications (1)

Publication Number Publication Date
CN202380448U true CN202380448U (en) 2012-08-15

Family

ID=46628960

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2011205372939U Expired - Lifetime CN202380448U (en) 2011-12-20 2011-12-20 Cambered service gate

Country Status (1)

Country Link
CN (1) CN202380448U (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103590377A (en) * 2013-11-13 2014-02-19 华北水利水电大学 Steel arch-gate making corrugated web type structural steel as main beams
CN103953011A (en) * 2014-05-19 2014-07-30 葛洲坝集团第六工程有限公司 Method for installing radial gate with diversion bottom hole under overflowing condition
CN104695388A (en) * 2013-12-10 2015-06-10 南京乐奥威电气有限公司 Railed arc double-door flood control gate
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
CN105317026A (en) * 2014-11-07 2016-02-10 内江东工水电设备制造有限公司 Method for manufacturing large steel arch gate

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103590377A (en) * 2013-11-13 2014-02-19 华北水利水电大学 Steel arch-gate making corrugated web type structural steel as main beams
CN103590377B (en) * 2013-11-13 2016-01-06 华北水利水电大学 The steel arch-gate of girder is made of antinode shaped steel
CN104695388A (en) * 2013-12-10 2015-06-10 南京乐奥威电气有限公司 Railed arc double-door flood control gate
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
CN103953011A (en) * 2014-05-19 2014-07-30 葛洲坝集团第六工程有限公司 Method for installing radial gate with diversion bottom hole under overflowing condition
CN105317026A (en) * 2014-11-07 2016-02-10 内江东工水电设备制造有限公司 Method for manufacturing large steel arch gate
CN105317026B (en) * 2014-11-07 2017-04-26 内江东工设备制造股份有限公司 Method for manufacturing large steel arch gate

Similar Documents

Publication Publication Date Title
CN202380448U (en) Cambered service gate
CN202688846U (en) Pedestrian steel bridge
CN201486036U (en) H-shaped steel girder with rectangular steel pipe hollow flange
CN204491889U (en) Compound pair of yield point buckling-restrained energy-dissipation
CN204079265U (en) A kind of crane girder
CN204059752U (en) A kind of heavier-duty Ripple Sternum
CN205820712U (en) A kind of Main Box Beam in Bridge Crane structure
CN203144978U (en) Hydraulic open-close large-span upturning type arch steel gate
CN106988281A (en) Manufacturing method and structure of high-narrow large-hole-opening main longitudinal beam down-the-hole arc door
CN202730722U (en) Main longitudinal beam type support arm frame structure for radial gate
CN2839466Y (en) Improved whole bending welding type vehicle-containing
CN205188795U (en) Keep natural large -span belt conveyor landing stage that overflows form of coombe
CN204753523U (en) Surface hole plane working gate
CN204356991U (en) A kind of box section of not uniform thickness
CN204753528U (en) Sectional combined type door leaf of large-hole down-the-hole arc door
CN209429259U (en) A kind of Special-Shaped Column beam-column node structure
CN204530428U (en) The board-like Steel-Concrete Composite Sections cable-stayed bridge main-beam of sandwich
CN204356634U (en) X-shaped deck type is greatly across reinforced concrete arch bridge
CN206768762U (en) Structure of high-narrow large-hole-opening main longitudinal beam down-the-hole arc door
CN205591426U (en) Steel reinforced concrete vierendeel truss
CN204673574U (en) Adaptive directionality bent stick
CN208309868U (en) A kind of buckling restrained brace device
CN202085868U (en) Improved triple folding umbrella rib structure
CN2386027Y (en) Compound internal hanging type track
CN201878512U (en) Right-angle hinged folding machine frame

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
CP01 Change in the name or title of a patent holder

Address after: 610072 Sichuan city of Chengdu province's North Road No.

Patentee after: Chengdu Hydroelectric Investigation & Design Institute of SPC

Address before: 610072 Sichuan city of Chengdu province's North Road No.

Patentee before: Chengdu Hydroelectric Investigation & Design Institute of China Hydropower Consu

C56 Change in the name or address of the patentee

Owner name: CHINA POWER GROUP CHENGDU INVESTIGATION DESIGN + R

Free format text: FORMER NAME: CHENGDU HYDROELECTRIC INVESTIGATION + DESIGN INSTITUTE OF SPC

CP01 Change in the name or title of a patent holder

Address after: 610072 Sichuan city of Chengdu province's North Road No.

Patentee after: Co., Ltd of Chengdu survey and design academy of electricity Jian group of China

Address before: 610072 Sichuan city of Chengdu province's North Road No.

Patentee before: Chengdu Hydroelectric Investigation & Design Institute of SPC

CX01 Expiry of patent term

Granted publication date: 20120815

CX01 Expiry of patent term