KR20210045383A - H-beam pulling system - Google Patents

H-beam pulling system Download PDF

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KR20210045383A
KR20210045383A KR1020210049700A KR20210049700A KR20210045383A KR 20210045383 A KR20210045383 A KR 20210045383A KR 1020210049700 A KR1020210049700 A KR 1020210049700A KR 20210049700 A KR20210049700 A KR 20210049700A KR 20210045383 A KR20210045383 A KR 20210045383A
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pressing
pressure
steel pile
elevating
plate
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KR1020210049700A
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Korean (ko)
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곽주민
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곽주민
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D9/00Removing sheet piles bulkheads, piles, mould-pipes or other moulds or parts thereof
    • E02D9/02Removing sheet piles bulkheads, piles, mould-pipes or other moulds or parts thereof by withdrawing

Abstract

The present invention relates to a drawing apparatus for drawing an H-beam section steel pile embedded in the ground. More specifically, the H-beam section steel pile drawing apparatus comprises: first and second pressing members interlocking and pressing H-beam section steel piles by individually moving forward and backward on two pressing support top plates installed opposite each other; a plurality of first and second pressing cylinders installed on the pressing support top plates installed opposite each other, respectively to move the first and second pressing members forward and backward; a plurality of first and second lifting cylinders on the pressing support top plates respectively to draw the H-beam section steel piles by lifting the first and second pressing members interlocking and pressing the H-beam section steel piles; first and second pressing plates installed on the first and second pressing members respectively, wherein a pressure-increase pressing plate and a lifting connection member are installed opposite each other in the center of the first and second pressing members; and a pressing support bottom plate formed in a lower part of the two pressing support top plates installed opposite each other to support the plurality of first and second lifting cylinders. According to the present invention, the drawing apparatus presses both center parts and both wing parts at the same time when pressing the parts with the pressing members to widen an interlocked pressing area of the pressing members in case of drawing while making the area have substantial interlocking, thereby maintaining drawing balance, preventing the deformation of an H-beam section steel pile caused by the interlocked pressing members and making the drawing work easier.

Description

H-빔 형강파일 인발 장치{H-beam pulling system}H-beam section steel pile drawing device {H-beam pulling system}

본 발명은 지반에 박힌 H-빔 형강파일을 뽑는 인발 장치 관한 것으로써, 더욱 상세하게는 형강파일 인발 장치의 물림구조를 개선하여 H-빔 형강파일을 가압부재로 가압시 양측 중앙부와 양측 날개부를 동시에 가압하여 인발시 가압부재의 맞물린 가압면적을 넓게 하는 동시에 견고한 맞물림을 갖도록 하여 인발 균형을 유지하고 맞물린 가압부재에 의한 H-빔 형강파일의 변형이 발생되지 않고 보다 용이하게 인발될 수 있도록 한 H-빔 형강파일 인발 장치에 관한 것이다.The present invention relates to a pulling device for pulling out H-beam section steel piles embedded in the ground, and more particularly, by improving the engagement structure of the section steel pile pulling device, when pressing the H-beam section steel pile with a pressing member, the central part and both sides of the wing are At the same time, the H-beam shape steel pile is not deformed by the interlocking pressing member and the H-beam section steel pile is not deformed and can be drawn more easily by making the pressing member wider and at the same time having a firm engagement. -It relates to a beam-shape steel pile drawing device.

종래에도 공사 현장에 지반에 박힌 H-빔 형강파일을 인발(뽑아냄)하기 위한 인발장치가 다수 제공되었다.Conventionally, a number of drawing devices have been provided for drawing (pulling out) H-beam shaped steel piles embedded in the ground at a construction site.

그러나 종래의 H-빔 형강파일의 양면을 가압부재로 맞물림하여 인발하는 것으로 가압부재가 H-빔 형강파일에 맞물리는 위치가 한정적이므로 인발시 가압부재의 물림 부분이 미끄러지는 문제점이 있으며, 이를 해결하기 위해 가압부재 실린더의 가압력을 더욱 세게 함으로써 H-빔 형강파일의 양측 날개가 안으로 찌그러져 변형이 발생되는 문제점이 있다.However, since both sides of a conventional H-beam section steel pile are meshed with a pressure member to be pulled out, the position where the pressure member is engaged with the H-beam section steel pile is limited, so there is a problem that the biting part of the pressure member slides during drawing, and this is solved. To do this, by increasing the pressing force of the cylinder of the pressing member, there is a problem that the wings of both sides of the H-beam shaped steel pile are crushed inward, resulting in deformation.

이 분야의 선행기술을 살펴보면 등록특허공보 제10-1080962호(등록일자 2011년11월01일)의 "형강파일 인발기"(이하 "선행기술 1"이라한다)는 형강파일 인발기에 있어서, 전면부 중앙에 형강파일이 인입되는 공간이 형성되고, 상부 면 양측 전, 후방으로 상승 실린더의 하단부가 고정 설치된 하부 프레임; 상기 하부 프레임에 형성된 공간과 대응하는 공간이 형성되되 하부 면 양측 전, 후방으로 상기 상승 실린더의 상단부가 관통 설치되며 상기 형강파일이 인입되는 공간의 양측으로 절결부가 형성된 상부 프레임; 상기 상, 하부 프레임의 사이에 다수 배열되며 상, 하부 프레임을 연결하는 다수의 고정 부재; 상기 상부 프레임의 상측으로 노출된 상기 상승 실린더의 상단부를 각각 연결하되 상기 형강파일이 인입되는 공간을 향한 측이 개방된 연결 부재; 상측은 상기 절결부로 노출되되 전방 양 측에 배치된 상기 연결 부재와 연결되며 하측은 상기 하부 프레임의 상측에 위치되는 연동 부재; 및 상기 가압 프레임의 상측에 배치되며 상측은 상기 연동 부재의 하측이 축설되고 그 하측에 상기 형강 파일을 가압하는 가압판과 그 가압판을 동작시키는 가압 실린더가 연동 설치된 가압 부재를 포함하는 구성이 개시되었다.Looking at the prior art in this field, "Seal Steel Pile Extractor" (hereinafter referred to as "Prior Technology 1") of Registered Patent Publication No. 10-1080962 (registration date November 1, 2011) refers to a section steel pile extractor. A lower frame in which a space into which the section steel pile is inserted is formed in the center of the unit, and the lower end of the rising cylinder is fixedly installed in the front and rear sides of the upper surface; An upper frame having a space corresponding to the space formed in the lower frame, wherein upper ends of the lifting cylinder are provided through both sides of the lower surface in front and rear, and cutouts are formed at both sides of the space into which the shape steel piles are inserted; A plurality of fixing members arranged between the upper and lower frames and connecting the upper and lower frames; A connecting member that connects the upper ends of the lifting cylinders exposed to the upper side of the upper frame, but has an open side toward the space into which the shape steel pile is inserted; An upper side is exposed through the cutout portion and connected to the connection member disposed on both front sides, and a lower side is an interlocking member positioned on the upper side of the lower frame; And a pressing member disposed on the upper side of the pressing frame, the upper side of which the lower side of the interlocking member is installed, and a pressing plate for pressing the shape steel pile and a pressing member interlocked with a pressing cylinder for operating the pressing plate.

또 다른 선행기술로서 등록특허공보 제10-0992736호(등록일자 2010년11월01일)의 "형강파일 인발기"(이한"선행기술 2"이라한다)는 형강파일 인발기에 있어서, 형강파일을 가압하는 가압부재와; 상기 가압부재를 전후 이동하는 가압실린더; 상기 가압실린더가 설치되는 가압지지판; 상기 가압지지판을 상하로 이동하는 승하강실린더; 및 상기 가압지지판의 하측에 배치되는 하부판이 포함되되, 상기 가압지지판에는 관통공이 형성되고, 상기 승하강실린더의 몸통이 상기 관통공에 삽입 고정되며, 상기 승하강실린더의 피스톤 로드가 상기 하부판에 고정 설치되어, 상기 승하강실린더의 승하강에 따라 상기 가압지지판이 상하로 이동되는 구성을 갖는 형강파일 인발기가 개시되었다.As another prior art, the "section steel pile extractor" (referred to as "Lee Han" prior art 2") of Registered Patent Publication No. 10-0992736 (registration date November 1, 2010) is a section steel pile drawer. A pressing member for pressing; A pressure cylinder for moving the pressure member back and forth; A pressure support plate on which the pressure cylinder is installed; An elevating cylinder for moving the pressure support plate up and down; And a lower plate disposed below the pressure support plate, wherein a through hole is formed in the pressure support plate, the body of the elevating cylinder is inserted and fixed in the through hole, and the piston rod of the elevating cylinder is fixed to the lower plate. It has been installed, and according to the elevating and lowering of the lifting cylinder, the pressure support plate has been disclosed to have a configuration in which the shape steel pile puller is moved up and down.

상기 선행기술 1과 2는 도1과 도2에서 알 수 있듯이 인발기의 가압부재가 형강파일의 양면을 맞물림한 상태에서 인발하게 됨으로 맞물림 강도가 한정적이므로 인발이 효율적으로 이루어지지 못하는 문제점이 있다.As can be seen in Figs. 1 and 2, the prior art 1 and 2 have a problem in that the pulling is not efficiently performed because the pressing member of the drawer is pulled out in a state in which both sides of the section steel pile are engaged with each other, so the engagement strength is limited.

즉, 상기 선행기술 1과 2는 인발기 양측의 가압부재를 실린더로 밀어 형강파일 양측을 가압부재로 맞물림하는 구조로 이루어졌다.That is, in the prior art 1 and 2, the pressing members on both sides of the drawer are pushed into the cylinder, and both sides of the shape steel pile are engaged with the pressing members.

따라서 실린더로 가압부재를 밀어 형강파일 양면을 가압한 상태라 하더라도 가암된 물림구조는 가압 임계점이 한정됨으로 인발시 맞물림 부분이 미끄러지는 현상이 발생된다.Therefore, even in a state in which the pressing member is pushed with the cylinder to press both sides of the shape steel pile, the clamped engagement structure has a limited pressing critical point, resulting in a phenomenon in which the engaging portion slips during drawing.

이와 같이 미끄러지는 현상을 방지하게 위해 양측의 실린더의 가압력을 세게하여 가압부재를 밀면 H자 형상의 양측 날개가 안쪽으로 찌그러지는 변형이 발생됨으로 형강파일을 재사용하지 못하는 문제점과 재사용하더라도 형강파일 날개와 날개 사이에 흙막이 판재를 순차적으로 끼워 적층하지 못하게 됨으로 형강파일의 효용가치가 떨어지는 문제점이 있다.In order to prevent such slipping, when the pressing member is pushed by increasing the pressing force of the cylinders on both sides, deformation occurs in which the wings of both sides of the H-shape are crushed inward. There is a problem in that the utility value of the section steel pile is deteriorated because it is impossible to sequentially insert and stack the earthing plates between the wings.

대한민국 등록특허공보 제10-1080962호Republic of Korea Patent Publication No. 10-1080962 대한민국 등록특허공보 제10-0992736호Republic of Korea Patent Publication No. 10-0992736

본 발명은 상기와 같은 문제점을 해결하기 위한 것으로서, 가압부재의 맞물림구조를 제1 가압판과 제2 가압판 및 증압가압판으로 형성하여 H-빔 형강파일의 날개 내측면과 양 측면에서 동시에 맞물림 되도록하여 가압시 물림 단면적을 넓게 함으로 인발시 미끄러짐과 찌그러짐을 방지하도록 하는 목적과,The present invention is to solve the above problems, by forming the engaging structure of the pressing member into a first pressing plate, a second pressing plate, and an intensifying pressurizing plate so that they are simultaneously engaged with the inner surface of the wing of the H-beam shape steel pile and pressurized. The purpose of preventing slipping and crushing during drawing by increasing the cross-sectional area of the bite

또한 본 발명은 양측에 위치하는 가압부재 중앙부에 상하 경사면으로 형성되어 쐐기와 같이 상부에서 하부로 끼워지도록 승하강하는 연결부재와 증압가압판을 설치하여 H-빔 형강파일을 양측에서 제1 가압판과 제2가압판으로 맞물림시 양측 중앙부에 설치된 증압가압판이 H-빔 형강파일 내면에 쐐기와 같이 끼워지면서 가압함으로 중앙부의 물립력이 증압되어 견고한 맞물림 구조를 제공할 수 있도록 함을 목적으로 한 H-빔 형강파일 인발장치에 관한 것이다.In addition, in the present invention, the H-beam shape steel pile is formed from the first pressure plate and the first pressure plate on both sides by installing a connecting member and a pressure boosting plate that is formed in a vertical inclined surface to fit from the top to the bottom like a wedge. 2 H-beam section steel for the purpose of providing a solid engagement structure by increasing the physical gripping force of the central part by pressing while the pressure-increasing pressure plates installed in the center of both sides are fitted with a wedge at the inner surface of the H-beam shape steel pile when they are engaged with the pressure plates. It relates to a file retrieval device.

본 발명은 상기 목적을 달성하기 위한 수단으로서,The present invention is a means for achieving the above object,

서로 대향 설치되는 2개의 가압지지 상판 위에서 각각 전후 이동하여 H-빔 형강파일을 맞물어 가압하는 제1 가압부재 및 제2 가압부재와;A first pressing member and a second pressing member which move back and forth on the two pressing support upper plates installed opposite each other to engage and press the H-beam shaped steel piles;

상기 서로 대향 설치된 가압지지 상판에 각각 설치되어 제1 가압부재와 제2 가압부재를 전후 이동하도록 복수로 설치되는 제1 가압실린더 및 제2 가압실린더와;A first pressurizing cylinder and a second pressurizing cylinder which are respectively installed on the pressure support upper plates opposite to each other and are installed in plural to move the first pressurizing member and the second pressurizing member back and forth;

상기 H-빔 형강파일을 맞물려 가압하는 제1 가압부재 및 제2 가압부재를 상승시켜와 H-빔 형강파일을 인발할 수 있도록 가압지지 상판에 각각 복수로 설치된 제1 승하강실린더 및 제2 승하강실린더와;The first lifting and lowering cylinders and the second lifting cylinders respectively installed on the upper plate of the pressure support so as to raise the first pressing member and the second pressing member that pressurize the H-beam shaped steel piles and pull out the H-beam shaped steel piles. A descending cylinder;

상기 제1 가압부재 및 제2 가압부재에는 각각 제1 가압판과 제2 가압판이 설치되되 제1 가압부재 및 제2 가압부재 중앙부에는 서로 대향되도록 설치된 증압가압판 및 승하강연결부재와;A first pressing plate and a second pressing plate respectively installed at the first pressing member and the second pressing member, and a pressure increasing pressing plate and an elevating connection member installed to face each other at a central portion of the first pressing member and the second pressing member;

상기 서로 대향 설치되는 2개의 가압지지 상판 하부에는 복수로 설치된 제1 승하강실린더 및 제2 승하강실린더를 지지할 수 있도록 지면에 대응되도록 형성된 자압지지 하판을 포함하는 것을 특징으로 한다.It characterized in that it comprises a self-pressure support lower plate formed so as to correspond to the ground so as to support the plurality of first elevating cylinders and the second elevating cylinders installed in the lower portion of the two pressure support upper plates installed opposite to each other.

상기 서로 대향 설치되는 2개의 가압지지 상판은 중앙부에 제1 가압부재 및 제2 가압부재가 전후 이동시 증압가압판 및 승하강연결부재가 승강되도록 승하강부재가 각각 설치된 것을 특징으로 한다.The two pressure support upper plates that are installed opposite each other are characterized in that each elevating member is installed at a central portion so that the pressure increasing pressure plate and the elevating connection member are elevated when the first pressing member and the second pressing member are moved back and forth.

상기 제1 가압부재 및 제2 가압부재는 전후 이동시 승하강부재에 의해 방해 받지 안도록 대응되는 저면에 가이드홈이 형성된 것을 특징으로 한다.The first pressing member and the second pressing member are characterized in that a guide groove is formed on a corresponding bottom surface so as not to be disturbed by the elevating member when moving back and forth.

상기 제1 가압부재 및 제2 가압부재의 중앙부에 각각 설치되는 증압가압판(160) 및 승하강연결부재(161)는 서로 대응되는 면이 소정의 기울기를 갖는 [쐐기]경사면으로 이루어져 증압가압판이 H-빔 형강파일의 날개와 날개 사이의 Web를 가압하도록 함을 특징으로 한다.The pressure-increasing pressure plate 160 and the elevating connection member 161 respectively installed in the center of the first pressure member and the second pressure member consist of a [wedge] inclined surface having a predetermined inclination, so that the pressure intensifying plate is H -It is characterized by pressing the web between the wing and the wing of the beam-shaped steel pile.

이와 같이 된 본 발명은 H-빔 형강파일을 인발시 가압된 맞물림이 견고하고 찌그러짐 등의 변형 없이 인발 되도록 함으로 인발작업 시간을 단축하고 H-빔 형강파일을 원형 그대로 유지함으로 재활용할 수 있도록 개선된 H-빔 형강파일 인발 장치를 제공할 수 있도록 한 것이다.In this way, the present invention is improved so that the H-beam section steel pile can be recycled by reducing the drawing time and maintaining the original shape of the H-beam section steel pile by making the pressed engagement solid and drawn without deformation such as dents. It is to be able to provide an H-beam section steel pile drawing device.

본 발명은 서로 대향 설치되는 2개의 가압지지 상판에 제1 가압부재 및 제2 가압부재를 전후 이동되도록 설치하고 이의 제1 가압부재 및 제2 가압부재 전면 중앙에 증압가압판 및 승하강연결부재가 승하강되도록 설치함으로써 공사 현장에서 형강파일을 인발할 때 맞물림의 견고성을 갖도록 함으로 인발시 미끄러지는 현상을 방지하고, 가압부재와 증압가압판이 H-빔 형강파일 내측 면과 외측 날개부를 동시에 맞물은 상태에서 인발함으로 H-빔 형강파일의 찌그러짐을 방지하는 효과를 갖는다.In the present invention, the first pressing member and the second pressing member are installed to move back and forth on two pressing support upper plates that are installed opposite to each other, and the pressure increasing pressing plate and the elevating connection member are mounted in the front center of the first pressing member and the second pressing member. It is installed so as to be lowered so that it has the firmness of engagement when drawing the section steel pile at the construction site, preventing slipping during drawing, and in a state where the pressure member and the pressure booster plate are simultaneously engaged with the inner side of the H-beam shape steel pile and the outer wing. It has the effect of preventing the distortion of the H-beam section steel pile by drawing.

또한 본 발명은 인발시 H-빔 형강파일의 찌그러짐을 방지함으로 차후 H-빔 형강파일을 재사용시 흙막이 패널 등을 찌그러진 부분의 방해 없이 간단 용이하게 설치할 수 있는 효과를 갖는다.In addition, the present invention has the effect of preventing the H-beam section steel pile from being crushed during drawing, so that when the H-beam section steel pile is subsequently reused, the retaining panel or the like can be simply and easily installed without interference from the crushed portion.

도1과 도2는 종래의 H-빔 형강파일 인발장치를 나타낸 것이며,
도3은 본 발명에 따른 H-빔 형강파일의 인발장치에 대한 주요구성부를 나타낸 사시도이며,
도4는 본 발명의 인발장치로 H-빔 형강파일을 인발하기 전 상태를 나타낸 평면도이며,
도5는 본 발명의 인발장치로 H-빔 형강파일을 인발하기 위해 양측에서 맞물림한 상태를 나타낸 평면도이며,
도6은 본 발명의 인발장치로 H-빔 형강파일을 인발하는 상태를 나타낸 단면도이다.
1 and 2 show a conventional H-beam section steel pile drawing device,
3 is a perspective view showing the main components of the drawing device of the H-beam shaped steel pile according to the present invention,
4 is a plan view showing a state before drawing an H-beam shaped steel pile with the drawing device of the present invention,
5 is a plan view showing a state engaged from both sides in order to draw an H-beam shaped steel pile with the drawing device of the present invention,
6 is a cross-sectional view showing a state in which an H-beam shaped steel pile is drawn with the drawing device of the present invention.

이하 본 발명을 첨부도면에 의거하여 실시 예를 상세히 설명하면 다음과 같다.Hereinafter, embodiments of the present invention will be described in detail based on the accompanying drawings.

도3은 본 발명에 따른 H-빔 형강파일의 인발장치에 대한 주요 구성부를 나타낸 사시도로서, 본 발명의 인발장치(100)는 가압지지 상판(111)과 가압지지 하판(112)이 상하부에 구비되고 이와 동일한 구조의 또 다른 가압지지 상판(113)과 가압지지하판(114)이 서로 마주 위치하도록 전방에 대향되도록 구성된다.3 is a perspective view showing the main components of the drawing device of the H-beam shaped steel pile according to the present invention, the drawing device 100 of the present invention is provided with a pressure support upper plate 111 and a pressure support lower plate 112 in the upper and lower portions And it is configured to be opposite to the front so that another pressure support upper plate 113 and a pressure support lower plate 114 of the same structure are positioned to face each other.

상기 서로 대향되는 2개 가압지지 상판(111)(113)에는 복수로 설치된 제1 가압실린더(140) 및 제2 가압실더(141)에 의해 전 후진이동되는 제1 가압 부재(120)와 제2 가압부재(130)가 각각 설치된다.The two pressure support upper plates 111 and 113 opposed to each other are provided with a plurality of first pressure cylinders 140 and second pressure cylinders 141 to move forward and backward. Each pressing member 130 is installed.

상기 제1 가압부재(120)와 제2 가압부재(130)는 각각의 가압지지 상판(111)(113)에 설치되어 서로 대향되도록 위치되며 상기 제1 가압부재(120)와 제2 가압부재(130)는 가압지지 상판(111)(113)에 고정설치된 제1 가압실린더(140)와 제2 가압실린더(141)에 의해 전 후진 된다.The first pressing member 120 and the second pressing member 130 are installed on each of the pressing support upper plates 111 and 113 and are positioned to face each other, and the first pressing member 120 and the second pressing member ( 130 is moved forward and backward by the first pressure cylinder 140 and the second pressure cylinder 141 fixedly installed on the pressure support upper plates 111 and 113.

상기 제1 가압실린더(140)와 제2 가압실린더(141)는 각각 복수개로 이루어져 제1 가압부재(120)와 제2 가압부재(130) 후면 양측에 연결되도록 설치되어 제1 가압부재(120)와 제2 가압부재(130)를 서로 마주보고 전 후진 이동되도록 설치된다.The first pressurization cylinder 140 and the second pressurization cylinder 141 are each composed of a plurality and are installed to be connected to both sides of the rear surface of the first pressurization member 120 and the second pressurization member 130, and the first pressurization member 120 And the second pressing member 130 are installed to face each other and move forward and backward.

상기 제1 가압부재(120)와 제2 가압부재(130)는 각각 전면에 길이 방향으로 제1 가압판(121)과 제2 가압판(131)이 설치되어 H 형강파일(200)을 맞물림할 수 있도록 형성된다.Each of the first pressing member 120 and the second pressing member 130 is provided with a first pressing plate 121 and a second pressing plate 131 in the longitudinal direction on the front side so that the H-shaped steel pile 200 can be engaged with each other. Is formed.

상기 제1 가압판(121)과 제2 가압판(131)이 설치된 제1 가압부재(120)와 제2 가압부재(130)는 중앙부에 끼움홈(162)이 형성되어 승하강연결부재(161)의 일측 단부가 끼워져 설치되며, 승하강연결부재(161)의 타측 선단부는 증압가압판(160)이 서로 맞물리도록 맞물림홈(163)에 끼워져 연결된다.The first pressing member 120 and the second pressing member 130 in which the first pressing plate 121 and the second pressing plate 131 are installed have a fitting groove 162 formed in the center of the elevating connection member 161. One end is fitted and installed, and the other end of the elevating and descending connection member 161 is fitted and connected to the engaging groove 163 so that the pressure boosting plate 160 engages with each other.

상기 서로 끼움홈(162)에 끼워져 연결되는 승하강연결부재(161)와 증압가압판(160)의 연결부는 전방으로 경사지도록 형성하여 증압가압판(160)이 승하강연결부재(161)의 경사면을 따라서 미끄러지듯이 하강한다.The connecting portion of the elevating and descending connecting member 161 and the pressure-increasing pressure plate 160 that is inserted into and connected to the fitting groove 162 is formed to be inclined forward, so that the pressure-increasing pressure plate 160 is formed along the inclined surface of the elevating and descending connecting member 161 It slides down.

상기 제1 가압부재(120)와 제2 가압부재(130) 전면 중앙에 설치된 승하강연결부재(161)와 증압가압판(160)은 제1 가압부재(120)와 제2 가압부재(130)가 후진하면 서로 벌어지면서 중앙부에 설치된 승하강연결부재(161)와 증압가압판(160)이 가압지지 상판(111)(113) 상면에 각각 형성된 승하강부재(170)에 의해 위로 승강되어 제1 가압부재(120)와 제2 가압부재(130)의 상면 보다 상부에 위치한다.The first pressing member 120 and the second pressing member 130, the elevating connection member 161 and the pressure increasing pressure plate 160 installed in the front center of the first pressing member 120 and the second pressing member 130 When moving backward, the elevating and descending connecting members 161 and the pressure-increasing pressure plate 160 installed in the center are elevated upward and downward by the elevating members 170 formed on the upper surfaces of the pressure support upper plates 111 and 113 while being separated from each other, and the first pressurizing member It is located above the upper surface of the 120 and the second pressing member 130.

상기 승하강부재(170)는 각 가압지지 상판(111)(113) 중앙부 상면 선단에 미끄럼틀과 같이 경사면이 형성되어 승하강연결부재(161)와 증압가압판(160)이 전후진시 승강 또는 하강하도록 한다. The elevating member 170 is formed with an inclined surface like a slide at the top end of the central upper surface of each of the pressure support upper plates 111 and 113 so that the elevating connection member 161 and the pressure increasing pressure plate 160 ascend or descend when moving forward and backward. .

또한 제1 가압실린더(140)와 제2 가압실린더(141)가 제1 가압부재(120)와 제2 가압부재(130)를 각각 밀면 승하강연결부재(161)와 증압가압판(160)이 제1 가압부재(120)와 제2 가압부재(130)를 따라서 전진하면서 승하강부재(170)에서 미끄러지면서 상부로 승강된 승하강연결부재(161)와 증압가압판(160)은 자중에 의해 하강되어 제1 가압부재(120)와 제2 가압부재(130)전면 동일 선상에 위치된다.In addition, when the first pressure cylinder 140 and the second pressure cylinder 141 push the first pressure member 120 and the second pressure member 130, respectively, the elevating connection member 161 and the pressure increasing pressure plate 160 are removed. The elevating and descending connecting member 161 and the pressure-increasing pressure plate 160, which slide in the elevating member 170 while moving forward along the pressure member 120 and the second pressure member 130, are lowered by their own weight. The first pressing member 120 and the second pressing member 130 are located on the same front surface.

상기 승하강연결부재(161)와 증압가압판(160)은 하강시 끼움홈(162)과 맞물림홈(163) 하단부에 걸림돌기가 형성되어 더 이상 하강하지 않도록 형성된다.The elevating connection member 161 and the pressure boosting plate 160 are formed so as not to descend any more by forming a locking protrusion at the lower end of the fitting groove 162 and the engaging groove 163 when descending.

상기 승하강연결부재(161)와 증압가압판(160)이 하강시 하부로 이탈되지 않도록 형성하는 걸림돌기는 다양한 형태로 이루어질 수 있다.The lifting and lowering connecting member 161 and the pressure boosting plate 160 may be formed in various shapes so as not to be separated from the lower side when lowering.

즉, 끼움홈(162)과 맞물림홈(163)의 하단부 홈부 내측에 걸림돌기 또는 막음 장치를 하여 승하강연결부재(161)와 증압가압판(160)이 하부로 이탈되지 않고 하강하였을 때는 제1 가압부재(120) 및 제2 가압부재(130)와 동일선상에 위치하고 제1 가압부재(120)와 제2 가압부재(130)가 후진하게 되면 승하강부재(170)의 경사면을 따라서 위로 상승되고 다시 제1 가압부재(120)와 제2 가압부재(130)가 전진하여 H 형강파일(200)에 대응되면 승하강연결부재(161)와 증압가압판(160)이 자중에 의해 하강하여 제1 가압부재(120)와 제2 가압부재(130)와 동일 선상에 위치하여 쐐기와 같이 끼워지는 동시에 가압력에 의해 견고하게 맞물림 상태가 된다. That is, the first pressurization when the elevating connection member 161 and the pressure boosting plate 160 descend without being separated from the bottom by providing a locking protrusion or a blocking device inside the lower end groove of the fitting groove 162 and the engaging groove 163. When the member 120 and the second pressing member 130 are located on the same line and the first pressing member 120 and the second pressing member 130 are moved backward, they are raised upward along the inclined surface of the elevating member 170 and again. When the first pressing member 120 and the second pressing member 130 advance and correspond to the H-shaped steel pile 200, the elevating and descending connecting member 161 and the boosting pressing plate 160 are lowered by their own weight, and the first pressing member It is located on the same line as 120 and the second pressing member 130 and is fitted like a wedge, and at the same time is firmly engaged by the pressing force.

따라서 상기 승하강연결부재(161)와 증압가압판(160)은 끼움홈(162)과 맞물림홈(163)에서 승하강이 이루어지면서 하부에 형성된 돌기에 의해 하부로 완전이 이탈되지는 않는다.Therefore, the elevating connection member 161 and the pressure boosting plate 160 are not completely separated from the lower part by the protrusion formed at the lower part while the lifting is made in the fitting groove 162 and the engaging groove 163.

상기 승하강연결부재(161)와 증압가압판(160)이 끼움홈(162)과 맞물림홈(163)에거 아래로 이탈되지 않도록 하는 수단은 상기에서 설명한 걸림돌기, 막음 장치, 키 중 어느 하나의 수단으로 설치하여 하강이탈을 방지토록 하며 이러한 하강 이탈 수단은 다양한 형태로 이루어질 수 있다.The means for preventing the elevating connection member 161 and the pressure intensifying plate 160 from being separated from the fitting groove 162 and the engaging groove 163 downward is any one of the above-described locking protrusions, blocking devices, and keys. It is installed to prevent descending and departure, and such descending and departure means can be made in various forms.

상기 제1 가압부재(120)와 제2 가압부재(130)는 전 후진 이동시 가압지지 상판(111)(113)에 형성된 승하강부재(170)에 의해 방해 받지 않도록 대응되는 저면에 가이드홈(180)이 형성된다.The first pressing member 120 and the second pressing member 130 are guide grooves 180 on the corresponding bottom surfaces so as not to be disturbed by the elevating members 170 formed on the pressing support upper plates 111 and 113 when moving forward and backward. ) Is formed.

본 발명에서서 도시된 승하강부재는 본 발명을 설명하기 위해 참고용으로 도시된 것으로서 인발장치에 실제 설치되는 승하강부재의 규격은 인발기 제품의 규격에 따라서 달라질 수 있다.The elevating member shown in the present invention is shown for reference to explain the present invention, and the specification of the elevating member actually installed in the drawing device may vary according to the specification of the drawing machine product.

또한 가압지지 상판(111)(113)에는 복수의 제1 승하강 실린더(150)와 제2 승하강실린더(151)가 설치되어 H-빔 형강파일(200)을 인발할 수 있도록 한다.In addition, a plurality of first elevating cylinders 150 and second elevating cylinders 151 are installed on the pressure support upper plates 111 and 113 so that the H-beam shaped steel pile 200 can be pulled out.

상기 가압지지 상판에 설치되는 복수의 제1 승하강 실린더(150)와 제2 승하강실린더(151)는 실린더의 본체는 가압지지 상판(111)(113)에 설치되고, 실린더 로드는 저면에 위치한 가압지지 하판(112)(114)에 연결되어 H-빔 형강파일(200)을 인발시 제1 가압부재(120)와 제2 가압부재(130)의 제1 가압판(121)과 제2 가압판(131) 및 증압가압판(160)이 H-빔 형강파일(200)을 가압하여 맞물린 상태에서 제1 승하강실린더(150)와 제2 승하강실린더(151)를 작동시키면 가압지지 하판(112)(114)은 지면에 고정된 상태에서 가압지지 상판(111)(113)과 제1 가압부재(120), 제2 가압부재(130) 및 증압가압판(160)을 상승시키므로 H-빔 형강파일(200)은 순차적으로 인발 된다.The plurality of first elevating cylinders 150 and the second elevating cylinders 151 installed on the pressure supporting upper plate are installed on the pressure supporting upper plates 111 and 113, and the cylinder rod is located on the bottom surface. The first pressing plate 121 and the second pressing plate of the first pressing member 120 and the second pressing member 130 are connected to the pressing support lower plates 112 and 114 to pull out the H-beam shaped steel pile 200. 131) and the pressure intensifying plate 160 pressurize the H-beam section steel pile 200 and operate the first elevating cylinder 150 and the second elevating cylinder 151, the pressure support lower plate 112 ( 114) raises the pressure support upper plate 111, 113, the first pressure member 120, the second pressure member 130, and the pressure increase pressure plate 160 while being fixed to the ground, so the H-beam shape steel pile 200 ) Are drawn sequentially.

도4는 본 발명의 인발장치로 H-빔 형강파일을 인발하기 전 상태를 나타낸 평면도이며, 도5는 본 발명의 인발장치로 H-빔 형강파일을 인발하기 위해 양측에서 맞물림한 상태를 나타낸 평면도로서, 먼저 공사현장의 지반에 박힌 H-빔 형강파일(200)을 인발하고자 할 때 도4에 도시된 바와 같이 인발하고자 하는 H-빔 형강파일(200)일을 사이에 두고 양측에 가압지지판 상판(111)(113) 및 가압지지판 하판(112)(114)이 위치을 시킨다.Figure 4 is a plan view showing a state before drawing the H-beam section steel pile with the drawing device of the present invention, Figure 5 is a plan view showing a state engaged from both sides to draw the H-beam section steel pile with the drawing device of the present invention As, first, when you want to pull out the H-beam section steel pile 200 embedded in the ground of the construction site, as shown in Fig. 4, the upper plate of the pressure support plate on both sides with the H-beam section steel pile 200 to be drawn in between. (111) (113) and the lower plate of the pressure support plate (112, 114) are positioned.

이때 본 발명의 인발장치(100)를 이동시키기 위한 중장비와 중장비로 인발장치를 이동시키기 위해 결합하는 이동고리부재는 통상적인 인발장치에 형성된 구성과 동일한 구성이므로 본 발명에서는 도면의 도시를 생략하고 이에 대한 설명을 생략한다.At this time, the heavy equipment for moving the pulling device 100 of the present invention and the moving ring member that is coupled to move the pulling device to the heavy equipment are the same configuration as those formed in the conventional pulling device, so the drawings are omitted in the present invention. The explanation is omitted.

따라서 본 발명의 인발장치는 크레인, 포크레인 등의 중장비를 이용하여 지반에 박힌 H-빔 형강파일(200) 위치까지 이동시킨 후 도4와 같이 인발장치(100)의 제1 가압부재(120)와 제2 가압부재(130) 사이에 H-빔 형강파일(200)이 위치하도록 한다.Therefore, the pulling device of the present invention is moved to the position of the H-beam shaped steel pile 200 embedded in the ground by using heavy equipment such as a crane, a forkrain, and the first pressing member 120 of the pulling device 100 as shown in FIG. The H-beam shaped steel pile 200 is positioned between the second pressing member 130.

상기와 같이 H-빔 형강파일(200)이 가압부재 사이에 위치하도록 한 후에는 제1가압실린더(140)와 제2 가압실린더(141)를 구동시켜 제1 가압부재(120)와 제2 가압부재(130)를 밀어 도5와 같이 제1, 2 가압부재(120)(130)의 제1, 2 가압판(121)(131) 및 증압가압판(160)이 H-빔 형강파일(200)의 날개와 Web가 동시 압착되게 된다. After the H-beam shaped steel pile 200 is positioned between the pressing members as described above, the first pressing cylinder 140 and the second pressing cylinder 141 are driven to press the first pressing member 120 and the second pressing member. By pushing the member 130, as shown in FIG. 5, the first and second pressure plates 121, 131 and the pressure increase plate 160 of the first and second pressure members 120 and 130 are formed of the H-beam shape steel pile 200. The wing and the web are compressed at the same time.

상기와 같이 H-빔 형강파일(200)을 제1 가아부재(120)의 제1 가압판(121)및 증압가압판(160)과 제2 가압부재(130)의 제2 가압판(131) 및 증압가압판(160)이 양측에서 맞물린 상태에서 제1 승하강실린더(150)와 제2 승하강실린더(151)를 작동시키면 제1 및 제2 실린더의 로드가 신장되면서 가압지지 하판(112)(114)을 지지체로 하여 가압지지 상판(111)(113)이 위로 상승되면서 가압부재에 맞물린 H-빔 형강파일(200)이 인발된다.As described above, the H-beam shaped steel pile 200 is provided with the first pressure plate 121 and the pressure increase plate 160 of the first hoist member 120 and the second pressure plate 131 and the pressure increase plate of the second pressure member 130. When the first lifting cylinder 150 and the second lifting cylinder 151 are operated in a state where 160 is engaged from both sides, the rods of the first and second cylinders are elongated and the lower plates 112 and 114 are pressed. As the pressure support upper plates 111 and 113 rise upward as a support, the H-beam shaped steel pile 200 meshed with the pressure member is drawn out.

상기 H-빔 형강파일(200)이 인발되는 거리는 제1 승하강실린더(150)와 제2 승하강실린더(151)의 로드가 신장되는 거리만큼 인발됨으로 이를 반복적으로 실시하여 H-빔 형강파일(200)을 인발하게 된다.The distance at which the H-beam shaped steel pile 200 is pulled out is the distance from which the rods of the first lifting and descending cylinder 150 and the second lifting and descending cylinder 151 are stretched, so this is repeatedly performed and thus the H-beam shaped steel pile ( 200).

이때 복수의 제1 승하강실린더(150)와 제2 승하강실린더(151)는 H-빔 형강파일(200)을 인발하는 초기에는 복수로 설치된 승하강실린더 전부를 작동시켜 1차 인발하고 그 다음에는 복수의 제1 승하강실린더와 제2 승하강실린더 중 각각 한개의 제1 승하강실린더(150)와 제2 승하강실린더(151) 만을 작동시켜 H-빔 형강파일(200)을 반복적으로 인발하게 됨으로 작업의 속도를 높일 수 있게 된다.At this time, the plurality of first elevating cylinders 150 and the second elevating cylinders 151 are initially drawn by operating all of the plurality of elevating cylinders installed at the beginning of drawing the H-beam shaped steel pile 200, and then Operates only one of the plurality of first lifting cylinders and the second lifting and descending cylinders, each of the first lifting and descending cylinders 150 and the second lifting and descending cylinders 151 to repeatedly draw the H-beam shaped steel pile 200 By doing this, you can speed up your work.

즉, H-빔 형강파일(200)을 인발시 가압지지 상판(111)(113)에 설치된 모든 승하강 실린더를 작동시키게 되면 인발속도가 늦고 불필요한 에너지를 소비하게 됨으로 최초 H-빔 형강파일(200)을 지반에서 인발할 때만 모두 작동시키고 인발되기 시작한 후부터는 양측 각 1개의 승하강 실린더 만을 작동시키더라도 인발은 충분히 이루어지고 동시에 속도는 빠르게 진행 됨으로 초기 인발시와 인발작업이 시작된 후에는 승하강 실린더의 개수를 나누어 작동시키는 것이 바람직하다.That is, when the H-beam section steel pile 200 is pulled out, if all the lifting and lowering cylinders installed on the pressure support upper plates 111 and 113 are operated, the drawing speed is slow and unnecessary energy is consumed, so the first H-beam section steel pile 200 ) Is operated only when pulling out from the ground, and even if only one lifting and lowering cylinder on each side is operated from the start of pulling, the pulling is sufficiently achieved and the speed proceeds rapidly. It is desirable to operate by dividing the number.

상기 H-빔 형강파일(200)을 인발시 제1 승하강실린더(150)와 제2 승하강 실린더(151)를 열고 닫는 개폐밸브와 유압기는 통상적인 기술이므로 도면도시와 그 설명을 생략한다.The opening/closing valve and hydraulic pressure for opening and closing the first elevating cylinder 150 and the second elevating cylinder 151 when the H-beam shaped steel pile 200 is pulled out are conventional technologies, so the drawings and description thereof will be omitted.

도6은 본 발명의 인발장치로 H-빔 형강파일을 인발하는 상태를 나타낸 단면도로서, 본원 발명의 인발장치(100)는 제1 가압부재(120)와 제2 가압부재(130)의 중앙부에 승하강연결부재(161) 및 증압가압판(160)이 각각 설치되어 제1 가압부재(120)와 제2 가압부재(130)가 도4와 같이 후진시에는 승하강연결부재(161) 및 증압가압판(160)이 상부로 승강된 상태이고, 제1 가압부재(120)와 제2 가압부재(130)가 전진하여 H-빔 형강파일을 양측에서 맞물림된 상태에서는 승하강연결부재(161) 및 증압가압판(160)이 H-빔 형강파일(200)의 양측 날개 사이의 내면에 맞물림 대응시 위에서 아래로 내려오면서 끼워져 가압하게 됨으로 결국 증압가압판(160)은 H-형강 파일(200) 내면 양측 쐐기와 같이 끼워지면서 경사면에 의해 증압하면서 가압함으로 인발시 H-빔 형강파일(200)을 견고하게 고정하는 동시애 미끄러지거나 찌그러지는 것을 방지할 수 있게 된다.6 is a cross-sectional view showing a state in which an H-beam shaped steel pile is drawn with the drawing device of the present invention. The drawing device 100 of the present invention is at the center of the first pressing member 120 and the second pressing member 130. The elevating connection member 161 and the pressure increasing pressure plate 160 are respectively installed, so that the first pressure member 120 and the second pressure member 130 move backward as shown in FIG. 4, the elevating connection member 161 and the pressure increasing pressure plate. In the state where 160 is raised and lowered, and the first pressing member 120 and the second pressing member 130 are advanced and the H-beam shaped steel pile is engaged from both sides, the elevating connection member 161 and the pressure increase When the pressure plate 160 is engaged with the inner surfaces between the wings of the H-beam section 200, it is inserted and pressed while falling from the top to the bottom. In the end, the pressure increase plate 160 is formed with the wedges on both sides of the H-beam pile 200. It is possible to prevent slipping or crushing at the same time by firmly fixing the H-beam shaped steel pile 200 during drawing by increasing pressure while being pressed by the inclined surface while being fitted together.

또한 본 발명의 다른 실시 예로서 승하강연결부재(161) 및 증압가압판(160)을 승하강시키는 부재는 가압지지 상판(111)(113)에 경사지도록 설치된 승하강부재(170) 대용으로 승하강연결부재(161) 상면에 소형 유압실린더를 설치하고 이의 유압실린더는 제1 가압부재(120)와 제2가압부재(130)의 상면 중앙부에 지지되도록 설치할 수 있다.In addition, as another embodiment of the present invention, the member for elevating the elevating connection member 161 and the pressure intensifying plate 160 is elevating and descending as a substitute for the elevating member 170 installed to be inclined to the pressure support upper plate 111 and 113 A small hydraulic cylinder may be installed on the upper surface of the connecting member 161, and the hydraulic cylinder may be installed to be supported at the center of the upper surfaces of the first pressing member 120 and the second pressing member 130.

이와 같이 소형 유압실린더를 이용하여 승하강연결부재(161) 및 증압가압판(160)을 승하강할 경우에는 승하강연결부재(161) 및 증압가압판(160)이 동시에 같이 움직이도록 하여 소형 유압실린더로 승하강시킬 수 있다.In this way, when the elevating and descending connecting member 161 and the boosting and pressing plate 160 are raised and lowered using a small hydraulic cylinder, the elevating and descending connecting member 161 and the boosting and pressing plate 160 move together at the same time, thereby raising and lowering the hydraulic cylinder. You can descend.

상기와 같이 승하강연결부재(161) 및 증압가압판(160)을 유압실린더로 승하강시킬 경우 H-빔 형강파일(200)에 맞물림시 더욱 강력한 힘으로 끼워지도록 하여 맞물림할 수 있다.As described above, when the elevating connection member 161 and the pressure increasing pressure plate 160 are elevated with a hydraulic cylinder, they can be engaged by being fitted with a more powerful force when they are engaged with the H-beam shaped steel pile 200.

이와 같이 된 본 발명의 인발장치는 공사 현장에서 H-빔 형강파일을 인발할 때 맞물림에 대한 견고성을 갖도록 함으로 인발시 미끄러지는 현상을 방지하고, 가압부재와 증압가압판이 H-빔 형강파일 내측 면과 외측 날개부를 동시에 맞물은 상태에서 인발함으로 H-빔 형강파일의 찌그러짐을 방지하게 된다.As described above, the drawing device of the present invention prevents slipping during drawing by making it strong against meshing when drawing the H-beam shape steel pile at the construction site, and the pressure member and the pressure increase plate are on the inner side of the H-beam shape steel pile. It prevents the H-beam shape steel pile from being crushed by drawing it while the outer wing and the outer wing are engaged at the same time.

또한 본 발명은 인발시 H-빔 형강파일의 찌그러짐을 방지함으로 차후 H-빔 형강파일을 재 사용시 흙막이 패널등이 방해 없이 간단 용이하게 끼워져 설치할 수 있는 이점이 있다. In addition, the present invention is advantageous in that the H-beam section steel pile is prevented from being crushed during drawing, so that when the H-beam section steel pile is reused in the future, the retaining panel can be easily inserted and installed without interference.

100:인발장치 111,113:가압지지 상판
112,114:가압지지 하판 120:제1 가압부재
121:제1 가압판 130:제2 가압부재
131:제2 가압판 140:제1 가압실린더
141:제2 가압실린더 150:제1 승하강실린더
151:제2 승하강실린더 160:증압가압판
161:승강 연결부재 162:끼움홈
163: 맞물림홈 170:승하강부재
180:가이드홈 200:H-빔 형강파일
100: drawing device 111,113: pressure support upper plate
112, 114: lower pressure support plate 120: first pressing member
121: first pressing plate 130: second pressing member
131: second pressure plate 140: first pressure cylinder
141: second pressurization cylinder 150: first elevating cylinder
151: second elevating cylinder 160: boosting and pressing plate
161: elevating connecting member 162: fitting groove
163: engaging groove 170: elevating member
180: Guide groove 200: H-beam section steel pile

Claims (3)

서로 대향 설치되는 2개의 가압지지 상판(111)(113) 위에서 제1, 2 가압실린더(140)(141)에 의해 전후 이동되는 제1, 2 가압부재(120)(130)가 H-빔의 양측 날개에 가압·압착되고, H-빔의 양측 날개가 압착된 상태에서 가압지지 상판(111)(113)에 설치된 제1, 2 승하강실린더(150)(151)의 상승에 의해 H-빔이 인발되는 인발장치에 있어서

상기 제1, 2 가압부재(120)(130)의 중앙부에 승하강연결부재(161)와 증압가압판(160)을 연이어 설치하되 제1, 2 가압부재(120)(130)와 승하강연결부재(161)와의 조립은 끼움홈(162)에 의해, 그리고 승하강연결부재(161)와 증압가압판(160)과의 조립은 맞물림홈(163)에 의해 결합되고, 이때 승하강연결부재(161)와 증압가압판(160)은 서로 대응되는 쐐기경사면에 의해 쐐기결합되는 한편, 상기 증압가압판(160)은 H-빔 형강파일(200)의 중앙 Web를, 그리고 상기 제1, 2 가압부재(120)(130)의 제1, 2가압판(121)(131)은 H-빔 형강파일(200)의 양측 날개부를 압착하되 그 압착이 동시에 이루어짐을 특징으로 하는 H-빔 형강파일 인발 장치
The first and second pressure members 120 and 130 moved back and forth by the first and second pressure cylinders 140 and 141 on the two pressure support upper plates 111 and 113 installed opposite each other H-beam by rising of the first and second lifting cylinders 150 and 151 installed on the pressure support upper plates 111 and 113 in a state where both wings are pressed and compressed, and both wings of the H-beam are compressed. In this drawing device

An elevating connection member 161 and a pressure boosting plate 160 are successively installed at the center of the first and second pressing members 120 and 130, but the first and second pressing members 120 and 130 and the elevating connection member Assembly with 161 is by the fitting groove 162, and the assembly of the elevating connection member 161 and the pressure intensifying plate 160 is coupled by the engaging groove 163, at this time the elevating connection member 161 And the pressure intensifying plate 160 is wedge-coupled by the corresponding wedge inclined surface, while the pressure-increasing pressure plate 160 is the central Web of the H-beam shaped steel pile 200, and the first and second pressure members 120 The first and second pressure plates 121 and 131 of 130 are H-beam section steel pile drawing device, characterized in that the wing portions of both sides of the H-beam section steel pile 200 are compressed, but the compression is simultaneously performed.
제1항에 있어서
상기 서로 대향 설치되는 2개의 가압지지 상판(111)(113)의 중앙부에 3각 경사면을 갖는 승하강부재(170)를 설치하되 제1, 2 가압부재(120)(130)의 전·후진 시 가압지지 상판(111)(113)에 대하여 증압가압판(160) 및 승하강연결부재(161)가 승하강되도록 함을 특징으로 하는 H-빔 형강파일 인발 장치
The method of claim 1
Install the elevating member 170 having a triangular inclined surface at the center of the two pressure support upper plates 111 and 113 installed opposite each other, but when the first and second pressure members 120 and 130 are moved forward and backward H-beam shaped steel pile drawing device, characterized in that the pressure-increasing pressure plate 160 and the elevating connection member 161 are elevating and descending with respect to the pressure support upper plates 111 and 113
제2항에 있어서,
상기 제1, 2 가압부재(120)(130)의 전·후진 시 승하강부재(170)의 통행로인 가이드홈(180)이 제1, 2 가압부재(120)(130)의 중앙에 형성됨을 특징으로 하는 H-빔 형강파일 인발 장치
The method of claim 2,
When the first and second pressing members 120 and 130 move forward and backward, the guide groove 180, which is the passage of the elevating member 170, is formed in the center of the first and second pressing members 120 and 130. H-beam section steel pile drawing device characterized by
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20230096362A (en) * 2021-12-23 2023-06-30 곽주민 H-beam pullout machinery of pressing a pressuring member and a web by a adjustment type and compensation type

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100992736B1 (en) 2008-02-26 2010-11-05 박치오 Section steel-pile pulling machine
KR101080962B1 (en) 2010-01-20 2011-11-10 조석동 H Beam extract machine

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100992736B1 (en) 2008-02-26 2010-11-05 박치오 Section steel-pile pulling machine
KR101080962B1 (en) 2010-01-20 2011-11-10 조석동 H Beam extract machine

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20230096362A (en) * 2021-12-23 2023-06-30 곽주민 H-beam pullout machinery of pressing a pressuring member and a web by a adjustment type and compensation type

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