KR100830837B1 - Structure of hydraulic floodgate - Google Patents

Structure of hydraulic floodgate Download PDF

Info

Publication number
KR100830837B1
KR100830837B1 KR1020060075443A KR20060075443A KR100830837B1 KR 100830837 B1 KR100830837 B1 KR 100830837B1 KR 1020060075443 A KR1020060075443 A KR 1020060075443A KR 20060075443 A KR20060075443 A KR 20060075443A KR 100830837 B1 KR100830837 B1 KR 100830837B1
Authority
KR
South Korea
Prior art keywords
horizontal
sluice
assembly
cylinder guide
horizontal beam
Prior art date
Application number
KR1020060075443A
Other languages
Korean (ko)
Other versions
KR20080014164A (en
Inventor
오재욱
Original Assignee
오재욱
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 오재욱 filed Critical 오재욱
Priority to KR1020060075443A priority Critical patent/KR100830837B1/en
Publication of KR20080014164A publication Critical patent/KR20080014164A/en
Application granted granted Critical
Publication of KR100830837B1 publication Critical patent/KR100830837B1/en

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B7/00—Barrages or weirs; Layout, construction, methods of, or devices for, making same
    • E02B7/20—Movable barrages; Lock or dry-dock gates
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B8/00—Details of barrages or weirs ; Energy dissipating devices carried by lock or dry-dock gates
    • E02B8/04—Valves, slides, or the like; Arrangements therefor; Submerged sluice gates

Abstract

본 발명은 스텐 유압식 인양수문의 조립구조에 관한 것으로서, 본 발명의 조립구조로 유압식 인양수문을 제작하게 되면 수문의 용접작업이 매우 수월하고, 유압실린더의 작동이 확실하게 이루어질 수 있도록 안내함으로서 수문을 정확하게 제어할 수 있도록 해주며, 용접 및 조립작업 후 전체 수문의 외관 또한 미려하다.The present invention relates to an assembly structure of a stainless hydraulic lifting sluice, and when the hydraulic lifting sluice is manufactured by the assembly structure of the present invention, the welding work of the sluice is very easy, and the sluice of the hydraulic cylinder is guided to ensure the operation of the hydraulic cylinder. It provides precise control and beautiful appearance of the whole gate after welding and assembly work.

Description

스텐 유압식 인양수문의 조립구조{Structure of hydraulic floodgate}Structure of hydraulic floodgate

도1 본 발명의 전체 사시도.1 is an overall perspective view of the present invention.

도2 본 발명의 분해도.2 is an exploded view of the present invention.

★도면의 주요부분에 대한 부호의 설명★Explanation of symbols on main parts of drawing

1. 수평빔 2. 수직빔a1. Horizontal beam 2. Vertical beam a

8. 측면커버a 14. 실린더가이드8. Side cover a 14. Cylinder guide

15. 측면판 16. 스킨플레이트15. Side plate 16. Skin plate

17. 바닥빔 18. 절단부17. Floor beam 18. Cutout

19. 배수공19. Drainage

본 발명은 스텐 유압식 인양수문의 조립구조에 관한 것으로서, 종래의 스텐재질의 유압식 인양수문은 수평빔이나 수직빔의 용도로 두꺼운 스텐 판재를 절단 및 절곡 가공하여 ㄷ-채널로 만들고, 수직빔과 수평빔을 용접하는 구조로 이루어짐에 따라 ㄷ-채널의 절곡작업에서 불가피하게 발생하는 모서리의 라운드 현상으로 인하여 용접작업에 소요되는 시간이 과다하며 용접 및 조립 작업 후 외관도 매우 불량하며 유압실린더를 안내하는 구조도 견고하지 못하여 품질 및 내구성이 저하되고 경제적인 측면에서도 여러 가지의 불합리한 문제점을 내포하고 있다.The present invention relates to an assembly structure of a stainless steel hydraulic lifting sluice, and a conventional hydraulic hydraulic lifting sluice is made of c-channel by cutting and bending a thick stainless steel plate for the use of a horizontal beam or a vertical beam, a vertical beam and a horizontal beam. Due to the structure of welding beam, the time required for welding work is excessive due to the rounding of corners that is inevitably generated in the c-channel bending work, and the appearance is very poor after welding and assembly work, and guides the hydraulic cylinder. The structure is not robust, so the quality and durability are lowered and there are various unreasonable problems in terms of economy.

본 발명은 상기한 종래기술의 문제점을 개선하기 위하여 구조용 빔으로 사용되는 수직빔이나 수평빔을 스텐 판재로 절단 및 절곡하는 과정에서 종전과 같이 ㄷ-채널로 만들지 않고 종이컵을 엎어 놓은 단면의 형상과 같이 다각형 형태로 만들어서 사용함으로서 용접작업에 소요되는 시간을 획기적으로 줄일 수 있고, 강도 및 강성도 종래의 기술보다 상대적으로 우수하며 외관도 미려하게 마무리할 수 있도록 함으로서 제품의 품질 향상 및 원가 절감에 기여할 수 있는 기술이다.The present invention in order to improve the above problems of the prior art in the process of cutting and bending a vertical beam or a horizontal beam used as a structural beam with a stainless steel plate and the shape of the cross-section of the paper cup is laid down without making the c-channel as before By using it as a polygonal shape, it is possible to drastically reduce the time required for welding work, and it is possible to contribute to the improvement of product quality and the cost by making the finish superior in strength and stiffness compared to the conventional technology and the beautiful appearance. It is a skill.

본 발명은 도1 내지 도2에서 나타낸 바와 같이, 스텐 재질의 유압식 인양수문을 구성함에 있어 수문이 받게 될 수압에 대한 구조계산식에 의해 수평빔이나 수직빔 간의 간격을 결정하여 배치하여야한다.In the present invention, as shown in Figures 1 to 2, in constructing the hydraulic lifting sluice of the stainless steel material, the distance between the horizontal beam and the vertical beam should be determined by the structural calculation formula for the hydraulic pressure that the sluice will receive.

수문을 만들기 위하여 먼저 스킨플레이트(16)를 바닥에 깔고 가로방향으로 조립되는 동일한 여러 개의 수평빔(1)을 구조계산식에서 결정된 간격에 따라 배치하고 수평빔(1)의 맨 아랫쪽에는 바닥빔(17)을 용접 조립하며 수평빔(1)의 양 측단부에 형성된 절단부(18)에 유압실린더를 안내해주는 실린더가이드(14)를 용접 조립하며 실린더가이드(14)의 외측으로 측면판(15)을 수평빔(1)의 끝단부에 용접 조립하고, 구조계산식에서 결정된 간격에 따라 수직빔a(2), 수직빔b(3), 수직빔c(4), 수직빔d(5), 수직빔e(6), 수직빔f(7)를 용접 조립한다.In order to make a water gate, first, the same horizontal beam 1, which is laid horizontally on the skin plate 16 and assembled in the horizontal direction, is arranged at intervals determined by the structural formula, and at the bottom of the horizontal beam 1 is a bottom beam 17 ) Weld assembly and weld the cylinder guide 14 for guiding the hydraulic cylinder to the cut portions 18 formed on both side ends of the horizontal beam (1) and horizontally the side plate 15 to the outside of the cylinder guide (14) Weld assembly on the end of the beam 1, vertical beam a (2), vertical beam b (3), vertical beam c (4), vertical beam d (5), vertical beam e in accordance with the interval determined in the structural formula (6), the vertical beam f (7) is welded together.

최종적으로 실린더가이드(14)와 수평빔(1)의 높이차를 보완해주기 위하여 측면커버a(8), 측면커버b(9), 측면커버c(10), 측면커버d(11), 측면커버e(12), 측면커버f(13)들은 각각의 수평빔(1) 사이의 상하 수평빔 단부와 실린더가이드에 용접 조립됨으로 전체적인 수문의 구조가 형성된다.Finally, the side cover a (8), side cover b (9), side cover c (10), side cover d (11), side cover to compensate for the height difference between the cylinder guide 14 and the horizontal beam (1) e (12), the side cover f (13) is welded to the upper and lower horizontal beam end and the cylinder guide between each horizontal beam (1) to form the overall structure of the water gate.

도2에서 볼 수 있는 측면커버f(13)의 하단부에 형성된 사각의 배수공(19)은 실린더가이드(14)내부에 물이 들어갔을 경우 배출될 수 있도록 해주는 역할을 한다.Square drain hole 19 formed in the lower end of the side cover f (13) can be seen in Figure 2 serves to be discharged when water enters the cylinder guide (14).

본 발명을 사용하여 스텐 유압식 인양수문을 제작하게 되면 수문의 강성이 우수하며, 용접 및 조립작업이 수월하고 용접작업에 소요되는 시간이 단축되며 외관이 매우 미려하게 되어 수문의 품질이 향상되고 원가절감에도 크게 이바지할 수 있는 우수한 발명이다.Using the present invention to produce a stainless hydraulic lifting sluice is excellent in stiffness of the sluice, easy welding and assembly work, shortening the time required for welding work and the appearance is very beautiful to improve the quality of the sluice and cost reduction It is an excellent invention that can greatly contribute to Edo.

Claims (2)

강성이 우수하고 조립이 수월하며 생산성이 탁월한 스텐 재질의 인양수문에 있어서,In the lifting gate made of stainless steel, which has excellent rigidity, easy assembly and excellent productivity, 스킨플레이트 위에 여러 개의 수평빔(1)을 가로방향으로 배치하고 상기 수평빔(1)의 양측 단부에 형성된 절단부(18)에 실린더가이드(14)를 삽입하여 용접 조립하며,Arrange several horizontal beams (1) on the skin plate in the horizontal direction and weld assembly by inserting the cylinder guide (14) in the cutting portion 18 formed on both ends of the horizontal beam (1), 여러 개의 수직빔들을 상하의 수평빔(1) 사이에 세로방향으로 배치하여 상기 상하의 수평빔과 용접 조립하며, A plurality of vertical beams are vertically disposed between the horizontal beams 1 above and below to weld together with the horizontal beams above and below, 실린더가이드(14)와 수평빔(1)의 높이차를 보완해주기 위하여, 여러 개의 측면커버들을 각각의 수평빔(1) 사이에서 상기 수평빔(1)과 실린더가이드(14)에 용접 조립하는 구조를 특징으로 하는 스텐 유압식 인양수문의 조립구조.In order to compensate for the height difference between the cylinder guide 14 and the horizontal beam 1, a structure in which several side covers are welded and assembled between the horizontal beam 1 and the cylinder guide 14 between the horizontal beams 1. Assembly structure of the stainless hydraulic lifting gate characterized in that. 제 1항에 있어서, 여러 개의 측면커버 중 가장 하단의 측면커버f(13)의 하측단부에 가공된 사각의 배수공(19)이 형성되는 것을 특징으로 하는 스텐 유압식 인양수문의 조립구조.2. The assembly structure of the stainless hydraulic lifting sluice according to claim 1, wherein a rectangular drainage hole (19) is formed at a lower end of the bottom cover (13) of the plurality of side covers.
KR1020060075443A 2006-08-10 2006-08-10 Structure of hydraulic floodgate KR100830837B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1020060075443A KR100830837B1 (en) 2006-08-10 2006-08-10 Structure of hydraulic floodgate

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1020060075443A KR100830837B1 (en) 2006-08-10 2006-08-10 Structure of hydraulic floodgate

Publications (2)

Publication Number Publication Date
KR20080014164A KR20080014164A (en) 2008-02-14
KR100830837B1 true KR100830837B1 (en) 2008-05-20

Family

ID=39341498

Family Applications (1)

Application Number Title Priority Date Filing Date
KR1020060075443A KR100830837B1 (en) 2006-08-10 2006-08-10 Structure of hydraulic floodgate

Country Status (1)

Country Link
KR (1) KR100830837B1 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101117389B1 (en) 2010-02-08 2012-03-07 오재욱 Floodgate with control device
KR101286623B1 (en) * 2013-01-18 2013-07-15 김재호 Flushing type vanishing water gate

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105625273A (en) * 2016-02-22 2016-06-01 成都聚智工业设计有限公司 Gate structure used in high altitude region

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5115026U (en) 1974-07-20 1976-02-03
KR900702160A (en) * 1988-11-12 1990-12-06 요세프 마이어 Formwork panel
JPH09221910A (en) * 1996-02-15 1997-08-26 Akemasa Kurotani Concrete form
KR20020033662A (en) * 2002-01-29 2002-05-07 문동신 Water gate rim construction of minimum friction resistance to easy open and crose for water gate
KR200310473Y1 (en) 2002-12-10 2003-04-18 주식회사 제이엔텍 A reinforcement structure of floodgate device

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5115026U (en) 1974-07-20 1976-02-03
KR900702160A (en) * 1988-11-12 1990-12-06 요세프 마이어 Formwork panel
JPH09221910A (en) * 1996-02-15 1997-08-26 Akemasa Kurotani Concrete form
KR20020033662A (en) * 2002-01-29 2002-05-07 문동신 Water gate rim construction of minimum friction resistance to easy open and crose for water gate
KR200310473Y1 (en) 2002-12-10 2003-04-18 주식회사 제이엔텍 A reinforcement structure of floodgate device

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101117389B1 (en) 2010-02-08 2012-03-07 오재욱 Floodgate with control device
KR101286623B1 (en) * 2013-01-18 2013-07-15 김재호 Flushing type vanishing water gate

Also Published As

Publication number Publication date
KR20080014164A (en) 2008-02-14

Similar Documents

Publication Publication Date Title
KR100830837B1 (en) Structure of hydraulic floodgate
CN204509976U (en) A kind of shear connector of steel-concrete combination beam
KR102317808B1 (en) Steel plate form for RC beams and manufacturing method thereof
CN105625161A (en) Shear connector for steel-concrete composite beam
CA2153397A1 (en) Prefabricated steel-concrete composite beam
CN204079156U (en) A kind of hollow cage guide
CN202824285U (en) Simple hydraulic bending machine
KR102184887B1 (en) Deck plate production method with hunch ends and deck plate with hunch ends therewith
CN114250794B (en) Steel guide wall capable of being used in turnover mode
CN209260968U (en) Channel steel shear wall structure and its with basis connection structure
CN211647302U (en) Reinforced concrete ramming floor support
CN208884842U (en) A kind of crossbeam of integrated fashioned iron class house easy for construction
CN219855132U (en) Precast beam flange plate combined embedded comb plate
CN203266879U (en) Precast beam fabricated formwork
CN210231088U (en) Mould of steel case roof beam U rib preparation
CN205926789U (en) Multi -functional make -up machine of light gauge steel
CN212506974U (en) Prefabricated floor slab structure that bending strength is high
CN214871540U (en) General pedestal for T-beam prefabrication
CN209753717U (en) Arc pressing equipment for pressing steel box girder and steel-concrete girder
CN102092087A (en) Steam-curing bottom plate
CN208363613U (en) A kind of adjustable type arc beams typified form
CN205444620U (en) Steel bar truss building carrier plate die block
CN204662944U (en) One is colded pressing and is rolled up rib steel template
CN210439564U (en) Concrete four-corner through type cushion block
CN210177700U (en) Plug-in type connected node

Legal Events

Date Code Title Description
A201 Request for examination
E902 Notification of reason for refusal
E701 Decision to grant or registration of patent right
GRNT Written decision to grant
FPAY Annual fee payment

Payment date: 20130218

Year of fee payment: 6

FPAY Annual fee payment

Payment date: 20140221

Year of fee payment: 7

FPAY Annual fee payment

Payment date: 20150521

Year of fee payment: 8

FPAY Annual fee payment

Payment date: 20160509

Year of fee payment: 9

FPAY Annual fee payment

Payment date: 20170216

Year of fee payment: 10

FPAY Annual fee payment

Payment date: 20180409

Year of fee payment: 11

FPAY Annual fee payment

Payment date: 20190430

Year of fee payment: 12