KR20090059906A - Support for a structure - Google Patents

Support for a structure Download PDF

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Publication number
KR20090059906A
KR20090059906A KR1020070127000A KR20070127000A KR20090059906A KR 20090059906 A KR20090059906 A KR 20090059906A KR 1020070127000 A KR1020070127000 A KR 1020070127000A KR 20070127000 A KR20070127000 A KR 20070127000A KR 20090059906 A KR20090059906 A KR 20090059906A
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KR
South Korea
Prior art keywords
support
hydraulic jack
pipe
coupling pin
stand
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KR1020070127000A
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Korean (ko)
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KR100911770B1 (en
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정병환
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정병환
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Priority to KR1020070127000A priority Critical patent/KR100911770B1/en
Publication of KR20090059906A publication Critical patent/KR20090059906A/en
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G25/00—Shores or struts; Chocks
    • E04G25/04—Shores or struts; Chocks telescopic
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G25/00—Shores or struts; Chocks
    • E04G25/04—Shores or struts; Chocks telescopic
    • E04G25/06—Shores or struts; Chocks telescopic with parts held together by positive means
    • E04G25/061—Shores or struts; Chocks telescopic with parts held together by positive means by pins
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G25/00—Shores or struts; Chocks
    • E04G25/04—Shores or struts; Chocks telescopic
    • E04G25/06—Shores or struts; Chocks telescopic with parts held together by positive means
    • E04G25/065—Shores or struts; Chocks telescopic with parts held together by positive means by a threaded nut
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G25/00—Shores or struts; Chocks
    • E04G25/04—Shores or struts; Chocks telescopic
    • E04G2025/047—Shores or struts; Chocks telescopic which telescoping action effected by a piston

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

A support for a structure is provided to shorten the time and effort required for installation and removal of the support, thereby improving workability. A support for a structure comprises a support pedestal(5) including a hydraulic jack insertion space(2), a hydraulic jack entrance(3) on the lateral side, and a support insertion pipe(4) on the top; a pipe-shaped lower support(12) which is inserted to move up and down in the support insertion pipe of the support pedestal and includes a coupling pin insertion groove(7) in which a support coupling pin(6) is inserted, a lower support plate(8), a coupling pin insertion hole(9), and a wedge pin insertion hole(11) in which a wedge pin(10) is inserted to move from side to side; a pipe-shaped upper support(15) which is inserted to move up and down in the lower support and includes a female thread portion(13) and a height control hole(14) in which the support coupling pin is inserted; and an upper support plate(17) which is screwed on the top of the upper support and includes a height control screw bar(16) connected to the female thread portion of the upper support.

Description

구조물지지용 서포트{Support for a structure}Support for a structure}

본 발명은 토목ㆍ건축현장이나 조선소에서 사용되는 구조물지지용 서포트에 관한 것으로, 보다 상세하게는 유압잭을 이용하여 더욱 더 간편하고 용이하게 설치하거나 철거할 수 있는 구조물지지용 서포트를 제공함으로써 구조물지지용 서포트의 설치 및 철거작업에 소요되는 시간과 노력을 단축시켜 작업성을 대폭 향상시킬 수 있도록 한 것이다.The present invention relates to a support for structures used in civil engineering, construction sites or shipyards, and more specifically, for supporting structures by providing a support for structures that can be more easily and easily installed or dismantled using a hydraulic jack. The time and effort required for the installation and removal of the support are shortened to greatly improve workability.

일반적으로 토목ㆍ건축현장이나 조선소에서는 하부구조물의 상부에 시공되는 상부구조물을 견고하게 지지할 수 있도록 구조물지지용 서포트를 사용하게 되는데, 이러한 구조물지지용 서포트는 시공하고자 하는 상부구조물의 하부에 다수로 가설되므로써 상부구조물의 전체하중을 균일하게 분산시켜 안전하게 지지할 수 있게 된다.In general, civil engineering, construction sites, or shipyards are used to support the structure to firmly support the upper structure to be installed on the upper part of the lower structure, such a structure support support to the lower part of the upper structure to be constructed By being hypothesized, the overall load of the superstructure can be evenly distributed and safely supported.

이와 같이 사용되는 종래의 구조물지지용 서포트는 대부분 도 1과 도 2에 도시되어 있는 바와 같이, 하단에 받침판(21)이 설치되고 양쪽에 장공(23)이 각각 형성된 조절나사관(22)이 상단에 설치된 하부파이프(20)와, 상기 하부파이프(20)에 하단이 이탈가능하게 삽입되는 것으로, 상단에 받이판(25)이 설치되며 외주면 양쪽 에 길이방향을 따라 소정의 간격으로 다수의 핀구멍(26)이 각각 형성된 상부파이프(24)와, 상기 장공(23)들과 핀구멍(26)들을 통하여 상ㆍ하부파이프(24)(20)를 고정하는 고정핀(27)과, 상기 조절나사관(22)에 체결되어 상기 고정핀(27)의 양단을 지지하는 높이조절너트(28)로 구성된다.In the conventional structure support for the structure used as described above, as shown in Figures 1 and 2, the support plate 21 is installed at the bottom and the adjustment screw tube 22 formed with a long hole 23 on each side is the top The lower pipe 20 is installed in the lower pipe 20, the lower end is inserted into the lower detachable, the receiving plate 25 is installed on the upper side and a plurality of pin holes at predetermined intervals along the length direction on both outer peripheral surfaces An upper pipe 24 having respective 26 formed therein, a fixing pin 27 for fixing the upper and lower pipes 24 and 20 through the long holes 23 and the pin holes 26; Is fastened to the tube 22 is composed of a height adjusting nut 28 for supporting both ends of the fixing pin (27).

상기한 바와 같이 구성되는 종래의 구조물지지용 서포트는 설치시 하부파이프(20)의 조절나사관(22)에 높이조절너트(28)를 체결한 상태에서 상부파이프(24)를 하부파이프(20)의 내부로 삽입하여 지지하고자 하는 구조물의 높이에 맞도록 상부파이프(24)의 높이를 조절해서 상부파이프(24)의 핀구멍(26)과 하부파이프(20)의 장공(23)을 일치시킨 후, 고정핀(27)을 하부파이프(20)의 장공(23)과 상부파이프(24)의 핀구멍(26)을 관통하도록 삽입하여 상부파이프(24)와 하부파이프(20)를 결합한 다음, 상기 하부파이프(20)의 조절나사관(22)에 체결되어 있는 높이조절너트(28)를 반시계방향으로 회전시켜 높이조절너트(28)에 양단이 지지된 고정핀(27)이 조절나사관(22)의 양측에 형성된 장공(23)의 길이내에서 상승하도록 하여 상부파이프(24)의 상단에 설치된 받이판(25)이 지지하고자 하는 상부구조물의 하면에 밀착되도록 하므로써 설치작업을 완료하게 된다.Conventional structure support for the structure is configured as described above the upper pipe 24 to the lower pipe 20 in the state of fastening the height adjustment nut 28 to the adjustment screw tube 22 of the lower pipe 20 at the time of installation. After adjusting the height of the upper pipe 24 to fit the height of the structure to be supported by inserting into the inside of the pin hole 26 of the upper pipe 24 coincides with the long hole 23 of the lower pipe 20 Inserting the fixing pin 27 through the long hole 23 of the lower pipe 20 and the pin hole 26 of the upper pipe 24 to combine the upper pipe 24 and the lower pipe 20, and then The fixing screw 27 which is supported at both ends by the height adjusting nut 28 by rotating the height adjusting nut 28 fastened to the adjusting screw tube 22 of the lower pipe 20 is provided with an adjusting screw tube ( 22 is supported by the receiving plate 25 installed on the upper end of the upper pipe 24 so as to rise within the length of the long hole 23 formed on both sides. By such close contact with the lower face of the upper structure, which chair is complete the installation.

그리고, 이와 같이 설치된 종래의 구조물지지용 서포트는 철거시 상기 하부파이프(20)의 조절나사관(22)에 체결되어 있는 높이조절너트(28)를 시계방향으로 회전시켜 높이조절너트(28)에 양단이 지지된 고정핀(27)이 조절나사관(22)의 양측에 형성된 장공(23)의 길이내에서 하강하도록 하여 상부파이프(24)의 상단에 설치된 받이판(25)이 지지하고자 하는 상부구조물의 하면으로부터 이격되도록 한 상태 에서 하부파이프(20)의 장공(23)과 상부파이프(24)의 핀구멍(26)을 관통하도록 삽입된 고정핀(27)을 취출하여 하부파이프(20)로부터 상부파이프(24)를 분리하므로써 철거작업을 완료하게 된다.In addition, the conventional structure supporting support installed as described above rotates the height adjusting nut 28 which is fastened to the adjusting screw tube 22 of the lower pipe 20 in the clockwise direction to the height adjusting nut 28. The fixing pins 27 supported at both ends are lowered in the length of the long hole 23 formed at both sides of the adjustment screw tube 22 so that the receiving plate 25 installed at the top of the upper pipe 24 is to be supported. The fixing pin 27 inserted to penetrate the long hole 23 of the lower pipe 20 and the pin hole 26 of the upper pipe 24 while being spaced apart from the lower surface of the structure is removed from the lower pipe 20. By removing the upper pipe 24, the demolition work is completed.

그러나, 상기와 같이 구성되는 종래의 구조물지지용 서포트는 설치작업시 하부파이프(20)의 조절나사관(22)에 체결되어 있는 높이조절너트(28)를 손으로 일일이 회전시켜 상부파이프(24)의 상단에 설치된 받이판(25)을 상부구조물의 하면에 견고하게 밀착시켜야 하므로 작업이 상당히 번거롭고 힘이 들 뿐만 아니라, 철거작업시 상부구조물로부터 가해지는 하중이 고정핀(27)을 통해 높이조절너트(28)에 그대로 가해지고 있는 상태에서 높이조절너트(28)의 외주연에 돌출형성된 다수의 핸들(29)을 잡고 높이조절너트(28)를 회전시켜 상부파이프(24)의 상단에 설치된 받이판(25)을 상부구조물의 하면으로부터 이격시키는 데에는 시간과 노력이 많이 소요되므로 작업성이 현저히 저하되는 문제점이 있었다.However, the conventional structure support for the structure is configured as described above by rotating the height adjustment nut 28 which is fastened to the adjustment screw tube 22 of the lower pipe 20 by hand during the installation work, the upper pipe 24 Since the support plate 25 installed on the top of the upper structure should be firmly adhered to the lower surface of the upper structure, the work is quite cumbersome and laborious, and the load applied from the upper structure during the demolition work is fixed through the height adjusting nut 27. Support plate (28) installed on the upper end of the upper pipe 24 by holding a plurality of handles (29) protruding on the outer periphery of the height adjustment nut 28 in the state that is applied to the (28) as it is rotated Since it takes a lot of time and effort to separate the 25 from the lower surface of the upper structure, workability was significantly reduced.

본 발명은 상기의 문제점을 해결하기 위한 것으로서, 유압잭을 이용하여 더욱 더 간편하고 용이하게 설치하거나 철거할 수 있는 구조물지지용 서포트를 제공함으로써 구조물지지용 서포트의 설치 및 철거작업에 소요되는 시간과 노력을 단축시켜 작업성을 대폭 향상시킬 수 있도록 하는 것을 기술적 과제로 한다.The present invention is to solve the above problems, time and effort required for the installation and removal of the structure support support by providing a support for the structure that can be installed or removed more easily and easily using a hydraulic jack It is a technical problem to shorten the time and to significantly improve workability.

상기의 기술적 과제를 달성하기 위한 본 발명은 내부에 유압잭을 삽입할 수 있는 유압잭삽입공간부가 구비되며 측면부에 유압잭삽입공간부로 통하는 유압잭출입구가 관통형성되고 상단부에 유압잭삽입공간부와 연결되는 지주대삽입관부가 돌출형성된 지주대받침구와, 상기 지주대받침구의 지주대삽입관부에 상하로 이동가능하게 삽입설치되는 것으로, 상단부양측에는 지주대결합핀이 삽입되는 결합핀삽입홈이 관통형성되고 하단부에는 하부지지판이 고정설치되며 상부양측에는 결합핀삽입공이 관통형성되고 하부양측에 관통형성되는 쐐기핀삽입공에는 지주대삽입관부의 상단부에 걸리게 되는 지주대지지용 쐐기핀이 좌우로 이동가능하게 삽입설치된 파이프형상의 하부지주대와, 상기 하부지주대의 내부에 상하로 이동가능하게 삽입되어 지주대결합핀에 의해 결합되는 것으로, 상단부내주연에 암나사부가 형성되며 양측면에 지주대결합핀이 삽입되는 복수개의 높이조절공이 길이방향으로 간격을 두고 관통형성된 파이프형상의 상부지주대와, 상기 상부지주대의 상단부에 나사결합되는 것으로, 하면중앙부에 상부지주대의 암나사부에 체결되는 높이조절용 나사봉이 돌 출형성된 상부지지판으로 구성된 것을 특징으로 한다.The present invention for achieving the above technical problem is provided with a hydraulic jack insertion space that can be inserted into the hydraulic jack in the interior, the hydraulic jack entrance to the hydraulic jack insertion space portion through the side portion is formed through the pillar stand connected to the hydraulic jack insertion space portion at the upper end It is installed to be installed to be moved up and down the support stand support port and the support stand insertion pipe portion of the support stand support pipe, protrudingly formed coupling pin insertion groove into which the support stand coupling pin is inserted in the upper side and the lower portion The support plate is fixedly installed, and the coupling pin insertion hole is formed on both sides of the upper part, and the wedge pin insertion hole is formed on both sides of the lower part. The lower support of the, and the post is inserted into the lower support to be movable up and down It is coupled by a coupling pin, a female screw portion is formed in the upper inner periphery, and a plurality of height adjustment holes into which strut-coupling pins are inserted at both sides thereof are formed in a pipe-shaped upper supporter formed at intervals in the longitudinal direction, and the upper supporter The screw is coupled to the upper end, characterized in that consisting of the upper support plate protruding the height adjustment screw rod is fastened to the female screw portion of the upper support portion in the center of the lower surface.

상기한 바와 같이 구성되는 본 발명에 의한 구조물지지용 서포트는 유압잭을 이용하여 더욱 더 간편하고 용이하게 설치하거나 철거할 수 있게 되므로써 구조물지지용 서포트의 설치 및 철거작업에 소요되는 시간과 노력을 단축시켜 작업성을 대폭 향상시킬 수 있게 되는 효과가 있는 것이다.The support structure according to the present invention configured as described above can be more easily and easily installed or dismantled using a hydraulic jack, thereby shortening the time and effort required for the installation and removal of the support structure. There is an effect that can greatly improve the workability.

이하, 상기의 목적을 달성하기 위하여 본 발명을 도 3 내지 도 5c를 참조하여 상세히 설명하면 다음과 같다.Hereinafter, the present invention will be described in detail with reference to FIGS. 3 to 5C in order to achieve the above object.

도 3은 본 발명에 의한 구조물지지용 서포트를 나타내는 분해 사시도이며, 도 4는 본 발명에 의한 구조물지지용 서포트의 조립상태를 나타내는 정단면도이고, 도 5a 내지 5c는 본 발명에 의한 구조물지지용 서포트의 설치과정을 나타내는 설명도이다.Figure 3 is an exploded perspective view showing a support for structure support according to the present invention, Figure 4 is a front sectional view showing an assembled state of the support for structure support according to the present invention, Figure 5a to 5c is a support for structure support according to the present invention. This is an explanatory diagram showing the installation process of.

본 발명에 의한 구조물지지용 서포트는 도 3과 도 4에 도시되어 있는 바와 같이 지주대받침구(5), 하부지주대(12), 상부지주대(15), 상부지지판(17)으로 이루어진다.Support for the structure support according to the present invention is composed of a support stand 5, the lower support 12, the upper support 15, the upper support plate 17 as shown in FIG.

상기 지주대받침구(5)는 내부에 유압잭(18)을 삽입할 수 있는 유압잭삽입공간부(2)가 구비되며, 측면부에는 유압잭삽입공간부(2)로 통하는 유압잭출입구(3)가 관통형성되고, 상단부에는 유압잭삽입공간부(2)와 연결되는 지주대삽입관부(4)가 돌출되게 형성되도록 구성된다.The support base support (5) is provided with a hydraulic jack insertion space (2) for inserting the hydraulic jack 18 therein, the side of the hydraulic jack entrance (3) through the hydraulic jack insertion space (2) is formed through And, the upper end is configured to be formed so as to protrude the support stand insertion pipe portion 4 is connected to the hydraulic jack insertion space (2).

이 때, 상기 지주대받침구(5)의 유압잭삽입공간부(2)에 삽입할 수 있는 유압잭(18)으로는 전동식 유압펌프에 의해 작동되는 공지의 유압잭이나 수동레버에 의해 작동되는 공지의 수동식 유압잭이 사용된다.At this time, the hydraulic jack 18 that can be inserted into the hydraulic jack insertion space (2) of the support base support (5) is a known manual jack operated by a known hydraulic jack or a manual lever operated by an electric hydraulic pump. Hydraulic jacks are used.

상기 하부지주대(12)는 지주대받침구(5)의 지주대삽입관부(4)에 상하로 이동가능하게 삽입설치되는 것으로서, 파이프형상으로 형성되며 상단부양측에는 지주대결합핀(6)이 삽입되는 결합핀삽입홈(7)이 관통형성되고, 하단부에는 하부지지판(8)이 고정설치되며, 상부양측에는 결합핀삽입공(9)이 관통형성되고, 하부양측에 관통형성되는 쐐기핀삽입공(11)에는 지주대삽입관부(4)의 상단부에 걸리게 되는 지주대지지용 쐐기핀(10)이 좌우로 이동가능하게 삽입설치되도록 구성된다.The lower support 12 is to be installed to be moved up and down in the support stand insertion tube 4 of the support stand support 5, is formed in a pipe shape and the support stand coupling pin (6) is inserted on both sides of the upper support The coupling pin insertion groove 7 is formed through, the lower support plate 8 is fixedly installed at the lower end, the coupling pin insertion hole 9 is formed through the upper side, the wedge pin insertion hole is formed through the lower both sides (11) is configured such that the support for supporting wedge pins (10) to be caught on the upper end of the support stand insertion tube (4) is installed to be movable to the left and right.

이 때, 상기 결합핀삽입홈(7)은 서포트의 설치시 높이조절을 위하여 하부지주대(12)로부터 상방으로 인출한 상부지주대(15)를 지주대결합핀(6)으로 고정시킬 때 사용되는 것이며, 상기 결합핀삽입공(9)은 서포트의 운반 또는 취급시 도 4에 도시되어 있는 바와 같이 서포트의 부피를 줄이기 위하여 상부지주대(15)를 하부지주대(12)의 내부로 완전히 수납시킨 상태에서 지주대결합핀(6)으로 결합할 때 사용되는 것이다.At this time, the coupling pin insertion groove (7) is used to fix the upper support (15) pulled upwards from the lower support (12) for the height adjustment during the installation of the support with the support for the coupling pin (6) The coupling pin insertion hole 9 is a state in which the upper support 15 is completely accommodated into the lower support 12 to reduce the volume of the support as shown in FIG. 4 during the transport or handling of the support. Will be used when coupled to the strut coupling pin (6).

그리고, 상기 결합핀삽입홈(7) 또는 결합핀삽입공(9)에 삽입설치되는 지주대결합핀(6)은 체인이나 로프 등의 결속부재에 의해 하부지주대(12)의 상부일측에 매달려 있도록 설치되므로써 서포트의 운반 또는 취급과정에서 분실되는 것을 방지할 수 있게 된다.Then, the support bar coupling pin 6 inserted into the coupling pin insertion groove 7 or the coupling pin insertion hole 9 is suspended from the upper side of the lower support 12 by a binding member such as a chain or a rope. By being installed, it is possible to prevent the loss of the support during transportation or handling.

그리고, 상기 하부지지판(8)은 외경이 지주대삽입관부(4)의 내경보다 약간 크게 형성되어 파이프형상으로 된 하부지주대(12)의 하단개구부를 폐쇄하면서 유압잭(18)으로부터 가해지는 힘을 하부지주대(12)로 전달하는 받침판역할을 하는 동시에 서포트의 운반 또는 취급시 하부지주대(12)를 들어올릴 때 하부지주대(12)의 하부에 삽입설치된 지주대받침구(5)가 하부지주대(12)로부터 이탈하게 되는 것을 방지하는 걸림판역할을 하게 된다.In addition, the lower support plate 8 has a lower outer diameter than the inner diameter of the support stand insertion pipe 4 to close the lower end opening of the lower support stand 12 in the shape of a pipe while supporting the force applied from the hydraulic jack 18. At the same time acting as a support plate to be transferred to the stem 12, while lifting or lowering the lower support 12 during transport or handling of the support, the support base support (5) is installed in the lower portion of the lower support 12 is the lower support (12) It will act as a stopping plate to prevent the deviation from.

그리고, 상기 지주대지지용 쐐기핀(10)은 지주대받침구(5)의 지주대삽입관부(4)에 삽입설치된 하부지주대(12)를 지주대받침구(5)의 상부에 고정시키는 역할을 하는 동시에 하부지주대(12)를 견고하게 지지하는 역할을 하는 것으로서, 지주대삽입관부(4)의 상단부에 접촉하게 되는 하단부는 지주대삽입관부(4)의 상단부와 평행하게 수평으로 형성되고, 쐐기효과에 의해 하부지주대(12)를 견고하게 지지하게 되는 상단부는 일측방향으로 경사지게 형성되도록 구성된다.And, the support base wedge pin 10 serves to fix the lower support stand 12 inserted into the support stand insertion pipe portion 4 of the support stand support 5 to the upper portion of the support stand support (5). And at the same time serves to firmly support the lower support 12, the lower end that is in contact with the upper end of the support stand insertion pipe 4 is formed horizontally parallel to the upper end of the support stand insertion pipe 4, wedge The upper end to firmly support the lower support 12 by the effect is configured to be inclined in one direction.

또한, 상기 쐐기핀삽입공(11)에 좌우로 이동가능하게 삽입설치되는 지주대지지용 쐐기핀(10)은 전후단부의 양측면에 이탈방지용 돌기부가 각각 형성되어 쐐기핀삽입공(11)으로부터 완전히 이탈되지 않게 되므로써 서포트의 운반 또는 취급과정에서 분실되는 것을 방지할 수 있게 된다.In addition, the support for supporting wedge pins 10 which are inserted into the wedge pin insertion holes 11 so as to be movable left and right are formed at both sides of the front and rear end prevention protrusions, respectively, so that they are completely separated from the wedge pin insertion holes 11. This prevents the loss of the support during transport or handling.

상기 상부지주대(15)는 하부지주대(12)의 내부에 상하로 이동가능하게 삽입되어 지주대결합핀(6)에 의해 결합되는 것으로, 파이프형상으로 형성되며 상단부내주연에는 암나사부(13)가 형성되고, 양측면에는 지주대결합핀(6)이 삽입되는 복수개의 높이조절공(14)이 길이방향으로 일정한 간격을 두고 관통형성되도록 구성된다.The upper supporter 15 is inserted into the lower supporter 12 so as to be movable up and down and is coupled by the supporter coupling pin 6, and is formed in a pipe shape and has an internal thread portion 13 at the upper end of the upper supporter. Is formed, the both sides are configured to penetrate the plurality of height adjustment holes 14 inserted into the support bar coupling pin 6 at regular intervals in the longitudinal direction.

그리고, 상기 상부지지판(17)은 상부지주대(15)의 상단부에 나사결합되는 것으로서, 하면중앙부에 상부지주대(15)의 암나사부(13)에 체결되는 높이조절용 나사봉(16)이 돌출형성되도록 구성된다.In addition, the upper support plate 17 is screwed to the upper end of the upper support 15, the height adjustment screw rod 16 is fastened to the female screw portion 13 of the upper support 15 in the center of the lower surface. Configured to form.

상기와 같이 구성되는 본 발명에 의한 구조물지지용 서포트의 조립과정을 설명하면 다음과 같다.Referring to the assembly process of the structure support for the support according to the present invention configured as described above are as follows.

본 발명에 의한 구조물지지용 서포트를 조립하기 위해서는, 우선 하부지지판(8)과 지주대지지용 쐐기핀(10)이 설치되지 않은 상태인 하부지주대(12)의 하단부를 지주대받침구(5)의 지주대삽입관부(4)를 통해 유압잭삽입공간부(2)로 삽입한 후 지주대받침구(5)의 내부에 삽입된 하부지주대(12)의 하단부에 하부지지판(8)을 용접설치하게 된다.In order to assemble the support for the structure support according to the present invention, first, the lower support plate 8 and the support base support wedge pin 10 is not installed in the lower end of the lower support stand 12 of the support base support (5) After inserting into the hydraulic jack insertion space (2) through the support stand insertion pipe (4) is welded to the lower support plate (8) to the lower end of the lower support 12 inserted into the support stand support (5) .

이어서, 하부지지판(8)이 설치된 하부지주대(12)를 지주대받침구(5)의 상부로 들어올려 하부지주대(12)의 하부양측에 관통형성된 쐐기핀삽입공(11)을 지주대삽입관부(4)의 상부로 노출시킨 상태에서 지주대지지용 쐐기핀(10)을 쐐기핀삽입공(11)에 삽입설치하여 지주대삽입관부(4)의 상단부에 걸리도록 한 후, 삽입설치된 지주대지지용 쐐기핀(10)의 전후단부의 양측면에 이탈방지용 돌기부를 각각 형성하게 된다.Subsequently, the lower support plate 12 on which the lower support plate 8 is installed is lifted to the upper portion of the support base support 5, and the wedge pin insertion hole 11 formed through the lower both sides of the lower support plate 12 is formed on the support stand insertion pipe part. (4) in the state exposed to the upper portion of the support for supporting wedge pin 10 is inserted into the wedge pin insertion hole 11 to be caught by the upper end of the support stand insertion pipe (4), and then inserted support for support On both sides of the front and rear ends of the wedge pin 10 is formed a projection for preventing separation, respectively.

이어서, 상기 하부지주대(12)의 내부에 상부지주대(15)를 삽입한 후 하부지주대(12)의 결합핀삽입공(9)과 상부지주대(15)의 최상부에 위치한 높이조절공(14)을 관통하도록 지주대결합핀(6)을 삽입하여 상부지주대(15)와 하부지주대(12)를 결합한 다음, 상부지주대(15)의 상단부내주연에 형성된 암나사부(13)에 높이조절용 나사봉(16)이 체결되도록 상부지지판(17)을 나사결합하므로써 도 4에 도시되어 있는 바와 같이 본 발명에 의한 구조물지지용 서포트의 조립을 완료하게 된다.Subsequently, after inserting the upper supporter 15 into the lower supporter 12, the height adjusting hole 14 located at the top of the coupling pin insertion hole 9 and the upper supporter 15 of the lower supporter 12. Insert the strut coupling pin 6 so as to penetrate the) and combine the upper stem 15 and the lower stem 12, and then adjust the height to the female screw portion 13 formed at the inner circumference of the upper end of the upper stem 15. By screwing the upper support plate 17 so that the screw rod 16 is fastened, as shown in FIG. 4, the assembly of the support for structure support according to the present invention is completed.

상기와 같이 조립되는 본 발명에 의한 구조물지지용 서포트의 작용관계를 도 5a 내지 5c를 참조하여 설명하면 다음과 같다.Referring to Figure 5a to 5c the operational relationship of the structure support for the support according to the present invention assembled as described above is as follows.

본 발명에 의한 구조물지지용 서포트를 사용하여 구조물을 지지하기 위해서는, 도 4에 도시되어 있는 바와 같이 조립된 다수의 구조물지지용 서포트(1)를 현장으로 운반하여 지지하고자 하는 하부구조물과 상부구조물사이에 일정한 간격으로 배치한 후, 각 구조물지지용 서포트(1)의 하부지주대(12)와 상부지주대(15)를 결합하고 있는 지주대결합핀(6)을 취출한 다음, 상부지주대(15)의 상단부에 나사결합된 상부지지판(17)이 지지하고자 하는 상부구조물의 하면에 거의 접하는 높이까지 상부지주대(15)를 하부지주대(12)로부터 상방으로 인출하게 된다.In order to support the structure using the support for structure support according to the present invention, a plurality of structure support supports (1) assembled as shown in FIG. After arranging at regular intervals on the support, take out the support bar coupling pin (6) joining the lower support 12 and the upper support 15 of each structure support (1), and then the upper support (15) The upper support plate 15, which is screwed on the upper end of the upper support plate 17, is pulled upward from the lower support 12 to a height almost in contact with the lower surface of the upper structure to be supported.

이와 같이 상부지지판(17)이 상부구조물의 하면에 거의 접하는 높이까지 상부지주대(15)를 하부지주대(12)로부터 인출한 상태에서, 도 5a에 도시되어 있는 바와 같이 상기 하부지주대(12)의 결합핀삽입홈(7)과 이 결합핀삽입홈(7)과 일치되는 상부지주대(15)의 높이조절공(14)을 관통하도록 지주대결합핀(6)을 삽입하므로써 하부지주대(12)의 상부에 상부지주대(15)를 고정하게 된다.Thus, in the state in which the upper support plate 15 is pulled out of the lower support stand 12 to a height nearly in contact with the lower surface of the upper structure, as shown in FIG. The lower support stand 12 is inserted by inserting the support stand coupling pin 6 so as to pass through the height adjusting hole 14 of the upper support stand 15 that is coincident with the coupling pin insertion groove 7 and the coupling pin insertion groove 7. The upper support 15 is to be fixed to the top of the.

이 때, 상기 상부지주대(15)에 일정한 간격으로 형성되어 있는 복수개의 높이조절공(14) 중의 하나와 지지하고자 하는 상부구조물의 높이가 정확하게 일치하지 않아 지지하고자 하는 상부구조물의 하면과 상부지지판(17)의 상면사이에 간격이 많이 생길 경우에는 상부지주대(15)의 상단부에 나사결합되어 있는 상부지지 판(17)을 풀거나 조이므로써 그 간격을 조절할 수 있게 된다.At this time, one of the plurality of height adjustment holes 14 formed at regular intervals on the upper support 15 and the height of the upper structure to be supported do not exactly match the lower surface and the upper support plate to support If a lot of gaps between the upper surface of (17) occurs, it is possible to adjust the gap by loosening or tightening the upper support plate 17 is screwed to the upper end of the upper support (15).

상기한 바와 같이 상부지지판(17)이 상부구조물의 하면에 거의 접하는 높이까지 상부지주대(15)를 하부지주대(12)로부터 인출한 후 지주대결합핀(6)을 삽입하여 고정한 다음에는, 도 5b에 도시되어 있는 바와 같이 지주대받침구(5)의 유압잭삽입공간부(2)에 유압잭(18)을 삽입한 후 유압잭(18)을 작동시켜 상부지주대(15)의 상단부에 나사결합된 상부지지판(17)이 지지하고자 하는 상부구조물의 하면에 견고하게 밀착되도록 하부지주대(12)를 상승시키게 된다. 이 때, 상기 하부지주대(12)는 유압잭(18)의 작동에 의해 쐐기핀삽입공(11)과 지주대지지용 쐐기핀(10)사이의 유격만큼 상승하게 된다.As described above, after the upper support plate 15 is pulled out from the lower support 12 to a height that is substantially in contact with the lower surface of the upper structure, the post support coupling pin 6 is inserted and fixed, As shown in 5b, the hydraulic jack 18 is inserted into the hydraulic jack insertion space 2 of the support base support 5, and then the hydraulic jack 18 is operated to be screwed to the upper end of the upper support 15. The upper support plate 17 raises the lower support 12 so that the upper support plate 17 is tightly attached to the lower surface of the upper structure to be supported. At this time, the lower support 12 is raised by the play between the wedge pin insertion hole 11 and the support for supporting wedge pin 10 by the operation of the hydraulic jack 18.

이어서, 상기 유압잭(18)의 작동에 의해 하부지주대(12)가 쐐기핀삽입공(11)과 지주대지지용 쐐기핀(10)사이의 유격만큼 상승하게 되어 상부지주대(15)의 상단부에 나사결합된 상부지지판(17)이 지지하고자 하는 상부구조물의 하면에 견고하게 밀착된 상태에서, 도 5c에 도시되어 있는 바와 같이 망치 등을 이용하여 지주대지지용 쐐기핀(10)을 쐐기핀삽입공(11)에 깊게 삽입하여 쐐기물림상태가 되도록 하므로써 하부지주대(12)를 견고하게 고정시키게 된다.Subsequently, by operating the hydraulic jack 18, the lower support 12 is raised by the clearance between the wedge pin insertion hole 11 and the support support wedge pin 10, and the upper end of the upper support 15 is screwed. In a state in which the combined upper support plate 17 is firmly attached to the lower surface of the upper structure to be supported, as shown in FIG. 5C, the wedge pin inserting hole (10) is supported by the support wedge pin 10 using a hammer or the like. 11) By inserting deeply into the wedge bite state, the lower support 12 is firmly fixed.

이와 같이 상기 쐐기핀삽입공(11)에 지주대지지용 쐐기핀(10)을 깊게 삽입하여 쐐기물림상태가 되도록 하므로써 하부지주대(12)를 견고하게 고정시키게 되면, 상부지지판(17) 및 상부지주대(15)을 통해 하부지주대(12)로 전달되는 하중이 지주대지지용 쐐기핀(10)에 의해 지지되어 지주대받침구(5)의 유압잭삽입공간부(2)에 삽입된 유압잭(18)에는 전혀 전달되지 않게 되므로 지주대받침구(5)의 유압잭삽입 공간부(2)로부터 유압잭(18)을 용이하게 인출할 수 있게 된다.As such, the lower support 12 is firmly fixed by inserting the support support wedge pin 10 deeply into the wedge pin insertion hole 11 so as to become a wedge bite, and the upper support plate 17 and the upper support stand The load transmitted to the lower support 12 through the support 15 is supported by the support for supporting wedge pins 10 and is inserted into the hydraulic jack insertion space 2 of the support support 5. Since it is not transmitted at all, the hydraulic jack 18 can be easily withdrawn from the hydraulic jack insertion space 2 of the support base support 5.

이렇게 인출한 유압잭(18)은 지지하고자 하는 상부구조물과 하부구조물사이에 배치되는 다수의 구조물지지용 서포트를 설치하는 데 반복적으로 사용할 수 있게 되므로 하나의 유압잭(18)을 이용하여 다수의 구조물지지용 서포트(1)를 간편하고 용이하게 설치할 수 있게 된다.The extracted hydraulic jack 18 can be repeatedly used to install a plurality of structure support supports disposed between the upper structure and the lower structure to be supported, so that one hydraulic jack 18 is used to support a plurality of structures. The support 1 can be installed simply and easily.

한편, 상기와 같이 설치된 본 발명에 의한 구조물지지용 서포트를 철거할 경우에는, 상부구조물과 하부구조물사이에 설치되어 있는 구조물지지용 서포트(1)에 구비된 지주대받침구(5)의 유압잭삽입공간부(2)에 유압잭(18)을 다시 삽입설치한 후 유압잭(18)을 작동시켜 하부지주대(12)의 하부지지판(8)에 압력을 가하게 되면,상부지지판(17) 및 상부지주대(15)을 통해 하부지주대(12)로 전달되는 하중이 유압잭(18)에 의해 지지됨에 따라, 망치 등을 이용하여 쐐기핀삽입공(11)에 깊게 삽입되어 있던 지주대지지용 쐐기핀(10)을 설치시의 타격방향과 반대방향으로 타격하므로써 쐐기물림상태를 용이하게 해제할 수 있게 된다.On the other hand, in the case of dismantling the structure support support according to the present invention installed as described above, the hydraulic jack insertion of the support stand (5) provided in the structure support support (1) provided between the upper structure and the lower structure When the hydraulic jack 18 is reinserted into the space 2 and the hydraulic jack 18 is operated to apply pressure to the lower support plate 8 of the lower support 12, the upper support plate 17 and the upper support ( As the load transmitted to the lower support 12 through the support 15 is supported by the hydraulic jack 18, the support for the support wedge 10 inserted into the wedge pin insertion hole 11 deeply using a hammer or the like is provided. The wedge bite can be easily released by hitting in the opposite direction to the hitting direction at the time of installation.

이와 같이 지주대지지용 쐐기핀(10)의 쐐기물림상태를 해제한 후 유압잭(18)에 가해진 유압력을 제거하게 되면, 하부지주대(12)가 자중에 의해 쐐기핀삽입공(11)과 지주대지지용 쐐기핀(10)사이의 유격만큼 하강하게 되면서 상부지주대(15)의 상단부에 나사결합된 상부지지판(17)이 지지하고자 하는 상부구조물의 하면으로부터 이격되어 상부구조물의 하중이 구조물지지용 서포트(1)에 전혀 전달되지 않게 되므로 구조물지지용 서포트(1)를 용이하게 철거할 수 있게 된다.In this way, after releasing the wedge bite of the support for supporting wedge pin 10, the hydraulic force applied to the hydraulic jack 18 is removed, and the lower support 12 carries the wedge pin insertion hole 11 and the support mount by its own weight. The lower support of the upper structure is supported by the upper support plate 17 screwed to the upper end of the upper support (15) while being lowered by the clearance between the wedge pin 10 for the support to support the structure support Since it is not transmitted to (1) at all, it is possible to easily dismantle the support for supporting the structure (1).

따라서, 본 발명에 의한 구조물지지용 서포트는 공지의 유압잭을 이용하여 더욱 더 간편하고 용이하게 설치하거나 철거할 수 있게 되므로써 구조물지지용 서포트의 설치 및 철거작업에 소요되는 시간과 노력을 단축시켜 작업성을 대폭 향상시킬 수 있게 된다.Therefore, the support for structure support according to the present invention can be more easily and easily installed or dismantled using a known hydraulic jack, thereby reducing the time and effort required for the installation and removal of the support for structure support. It can be greatly improved.

도 1은 종래의 구조물지지용 서포트를 나타내는 분해 사시도.1 is an exploded perspective view showing a conventional support for structure support.

도 2는 종래의 구조물지지용 서포트의 조립상태를 나타내는 정단면도.Figure 2 is a front sectional view showing an assembled state of a conventional support for structure support.

도 3은 본 발명에 의한 구조물지지용 서포트를 나타내는 분해 사시도.Figure 3 is an exploded perspective view showing a support for structure according to the present invention.

도 4는 본 발명에 의한 구조물지지용 서포트의 조립상태를 나타내는 정단면도.Figure 4 is a front sectional view showing an assembled state of the support for structure support according to the present invention.

도 5a 내지 5c는 본 발명에 의한 구조물지지용 서포트의 설치과정을 나타내는 설명도. 5a to 5c are explanatory views showing the installation process of the support for structure according to the present invention.

〈도면의 주요부분에 대한 부호의 설명〉<Explanation of symbols for main parts of drawing>

1 : 구조물지지용 서포트 2 : 유압잭삽입공간부1: Structure support 2: Hydraulic jack insertion space

3 : 유압잭출입구 4 : 지주대삽입관부3: Hydraulic jack entrance 4: Shoring stem insertion pipe

5 : 지주대받침구 6 : 지주대결합핀5: strut support base 6: strut stand coupling pin

7 : 결합핀삽입홈 8 : 하부지지판7: coupling pin insertion groove 8: lower support plate

9 : 결합핀삽입공 10 : 지주대지지용 쐐기핀9: coupling pin insertion hole 10: wedge pin for holding support

11 : 쐐기핀삽입공 12 : 하부지주대11: wedge pin insertion hole 12: lower support stand

13 : 암나사부 14 : 높이조절공13: female thread 14: height adjustment hole

15 : 상부지주대 16 : 높이조절용 나사봉15: upper support 16: height adjustment screw rod

17 : 상부지지판 18 : 유압잭17: upper support plate 18: hydraulic jack

Claims (1)

내부에 유압잭을 삽입할 수 있는 유압잭삽입공간부(2)가 구비되며 측면부에 유압잭삽입공간부(2)로 통하는 유압잭출입구(3)가 관통형성되고 상단부에 유압잭삽입공간부(2)와 연결되는 지주대삽입관부(4)가 돌출형성된 지주대받침구(5)와,A hydraulic jack insertion space 2 for inserting a hydraulic jack is provided therein, and a hydraulic jack entrance 3 through the hydraulic jack insertion space 2 is formed at a side portion thereof and is connected to the hydraulic jack insertion space 2 at an upper end thereof. The support base support port 5 protruding from the support post insertion pipe part 4, 상기 지주대받침구(5)의 지주대삽입관부(4)에 상하로 이동가능하게 삽입설치되는 것으로, 상단부양측에는 지주대결합핀(6)이 삽입되는 결합핀삽입홈(7)이 관통형성되고 하단부에는 하부지지판(8)이 고정설치되며 상부양측에는 결합핀삽입공(9)이 관통형성되고 하부양측에 관통형성되는 쐐기핀삽입공(11)에는 지주대삽입관부(4)의 상단부에 걸리게 되는 지주대지지용 쐐기핀(10)이 좌우로 이동가능하게 삽입설치된 파이프형상의 하부지주대(12)와,It is installed to be installed to move up and down in the support stand insertion tube (4) of the support stand support (5), the coupling pin insertion groove (7) through which the support stand coupling pin (6) is inserted through the upper side is formed through And the lower support plate 8 is fixedly installed at the lower end, and the coupling pin insertion hole 9 is formed through the upper both sides, and the wedge pin insertion hole 11 is formed through the lower both sides to the upper end of the support stand insertion tube 4. And a pipe-shaped lower supporter 12 in which a support for supporting wedge pins 10 to be caught are inserted to be movable from side to side, 상기 하부지주대(12)의 내부에 상하로 이동가능하게 삽입되어 지주대결합핀(6)에 의해 결합되는 것으로, 상단부내주연에 암나사부(13)가 형성되며 양측면에 지주대결합핀(6)이 삽입되는 복수개의 높이조절공(14)이 길이방향으로 간격을 두고 관통형성된 파이프형상의 상부지주대(15)와,It is inserted into the inside of the lower support 12 so as to be movable up and down and coupled by a support stand coupling pin 6, the female screw portion 13 is formed on the inner periphery of the upper end and support stand coupling pins 6 on both sides. The plurality of height adjustment holes 14 are inserted into the pipe-shaped upper supporters 15 formed at intervals in the longitudinal direction, 상기 상부지주대(15)의 상단부에 나사결합되는 것으로, 하면중앙부에 상부지주대(15)의 암나사부(13)에 체결되는 높이조절용 나사봉(16)이 돌출형성된 상부지지판(17)으로 구성된 것을 특징으로 하는 구조물지지용 서포트.It is screwed to the upper end of the upper support (15), consisting of the upper support plate 17 protruding the height adjustment screw rod 16 is fastened to the female screw portion 13 of the upper support 15 in the center of the lower surface Support for structure support, characterized in that.
KR1020070127000A 2007-12-07 2007-12-07 Support for a structure KR100911770B1 (en)

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CN104746895A (en) * 2015-03-27 2015-07-01 浙江精工钢结构集团有限公司 Building structure single-pipe supporting device
KR101721806B1 (en) * 2016-07-22 2017-03-30 박순태 System strut eccentric prevention u-head
KR20180033669A (en) * 2016-09-26 2018-04-04 김성기 Form estabishment apparatus and methods for concrete slab
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