KR101440284B1 - Welding nodal structure - Google Patents

Welding nodal structure Download PDF

Info

Publication number
KR101440284B1
KR101440284B1 KR1020130022928A KR20130022928A KR101440284B1 KR 101440284 B1 KR101440284 B1 KR 101440284B1 KR 1020130022928 A KR1020130022928 A KR 1020130022928A KR 20130022928 A KR20130022928 A KR 20130022928A KR 101440284 B1 KR101440284 B1 KR 101440284B1
Authority
KR
South Korea
Prior art keywords
joint
welded
steel
shape
steel member
Prior art date
Application number
KR1020130022928A
Other languages
Korean (ko)
Other versions
KR20130038322A (en
Inventor
박유복
Original Assignee
주식회사 세일비앤시
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 주식회사 세일비앤시 filed Critical 주식회사 세일비앤시
Priority to KR1020130022928A priority Critical patent/KR101440284B1/en
Publication of KR20130038322A publication Critical patent/KR20130038322A/en
Application granted granted Critical
Publication of KR101440284B1 publication Critical patent/KR101440284B1/en

Links

Images

Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B23MACHINE TOOLS; METAL-WORKING NOT OTHERWISE PROVIDED FOR
    • B23KSOLDERING OR UNSOLDERING; WELDING; CLADDING OR PLATING BY SOLDERING OR WELDING; CUTTING BY APPLYING HEAT LOCALLY, e.g. FLAME CUTTING; WORKING BY LASER BEAM
    • B23K31/00Processes relevant to this subclass, specially adapted for particular articles or purposes, but not covered by only one of the preceding main groups
    • B23K31/02Processes relevant to this subclass, specially adapted for particular articles or purposes, but not covered by only one of the preceding main groups relating to soldering or welding
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38Connections for building structures in general
    • E04B1/58Connections for building structures in general of bar-shaped building elements
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B23MACHINE TOOLS; METAL-WORKING NOT OTHERWISE PROVIDED FOR
    • B23KSOLDERING OR UNSOLDERING; WELDING; CLADDING OR PLATING BY SOLDERING OR WELDING; CUTTING BY APPLYING HEAT LOCALLY, e.g. FLAME CUTTING; WORKING BY LASER BEAM
    • B23K2101/00Articles made by soldering, welding or cutting
    • B23K2101/02Honeycomb structures
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B23MACHINE TOOLS; METAL-WORKING NOT OTHERWISE PROVIDED FOR
    • B23KSOLDERING OR UNSOLDERING; WELDING; CLADDING OR PLATING BY SOLDERING OR WELDING; CUTTING BY APPLYING HEAT LOCALLY, e.g. FLAME CUTTING; WORKING BY LASER BEAM
    • B23K2101/00Articles made by soldering, welding or cutting
    • B23K2101/04Tubular or hollow articles

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

본 발명은 용접 절점구조에 관한 것이다.
이를 위하여, 본 발명은 용접절점구의 외측에 다수개의 용접강부재가 용접이음으로 결합되어지는 용접 절점구조에 있어서, 상기 용접절점구의 외측면에는 수직방향으로 3 내지 6개의 오목한 형태를 갖는 절점요부가 형성되어지고, 상기 용접강부재는 사각강관, I형강 및 원형강관 중 어느 하나로 구성되어지되, 상기 용접절점구의 절점요부에 맞대어지게 삽입되는 절점돌부가 형성되어, 3 내지 6개의 용접강부재가 상기 용접절점구의 절점요부에 맞대어져 삽입되어지며, 상기 용접강부재의 절점돌부와 상기 용접절점구의 절점요부가 맞대어진 맞대기라인이 용접이음부에 의하여 용접이음으로 결합되어짐으로써, 상기 용접강부재가 삼각형, 격자 및 하니컴 형태로 결합되어짐을 특징으로 한다.
따라서, 본 발명은 벽체용 강부재 또는 루프용 강부재에 있어 각각 맞대어지는 면을 절단하여 용접이음으로 결합되도록 하는 과정에서 작업 공정수를 줄인 가운데 이를 통해 시공기간을 단축시켜 시공비용을 줄일 수 있도록 하고, 일정한 곡률을 갖는 돔 형태이거나 임의 곡율을 갖는 돔 형태의 벽체 또는 루프를 갖는 철골 구조물이 용이하게 시공될 수 있도록 한 것이다.
The present invention relates to a welded joint structure.
To this end, the present invention provides a welded joint structure in which a plurality of welded steel members are welded to an outer side of a welded joint, wherein an outer side surface of the welded joint has three or six concave joint recesses Wherein the welded steel member is formed of one of a square steel pipe, an I-shaped steel and a round steel pipe, wherein a joint point portion to be inserted into the joint recess of the welded joint is formed so that three to six welded steel members A butt line in which the joint portion of the welded steel member and the joint portion of the welded joint are brought into contact with each other by welded joint by the welded joint so that the welded steel member is inserted into the triangle , Lattice, and honeycomb.
Accordingly, in the present invention, in the steel member for a wall or the steel member for a loop, a face to be abutted against each other is cut and joined by welding, thereby reducing the number of work processes, And a steel structure having a dome-shaped wall or a loop having a certain curvature or having a certain curvature can be easily constructed.

Description

용접 절점구조{Welding nodal structure}Welding nodal structure

본 발명은 용접 절점구조에 관한 것으로서, 특히 용접절점구의 외측에 형성된 절점요부에 절점돌부가 형성된 각각의 용접강부재가 맞대어져 용접이음으로 결합되어지도록 한 것이다.The present invention relates to a welded joint structure, in particular, each welded steel member having a joint portion formed at a joint recess portion formed on the outer side of a welded joint so that the welded steel members are coupled by welded joints.

일반적으로 벽체 또는 지붕을 갖는 강구조물은 원형강관, 각형강관 및 H형강 등(이하, "강부재"라 함)을 이용하여 시공되어지게 되고, 강부재는 벽체 또는 지붕에 소요되는 길이 만큼 절단된 상태에서 절단된 부위가 서로 맞대어지도록 한 후 볼트(리벳) 또는 용접이음을 통해 결합되어지도록 구성되어 있다.Generally, a steel structure having a wall or a roof is constructed using a round steel pipe, a rectangular steel pipe, an H-shaped steel or the like (hereinafter referred to as "steel member"), and the steel member is cut So as to be brought into contact with each other and then to be connected through bolts (rivets) or welded joints.

벽체 시공에 필요한 벽체용 강부재는 절단된 하부에 관통홀이 형성된 바닥 플랜지가 형성되어 앵커볼트에 의하여 바닥기초에 맞대어지게 설치되어지고, 절단된 상부에 관통홀을 갖는 루프 플랜지가 형성되어 루프(지붕)의 가장자리에 맞대어져 볼트 또는 용접이음으로 결합되게 설치된다.A steel member for a wall used for a wall is formed by forming a bottom flange having a through hole at the cut bottom and being fitted to the bottom of the floor by means of an anchor bolt and forming a loop flange having a through hole at the cut top, Roof) and are joined together by bolts or welded joints.

루프 시공에 필요한 루프용 강부재는 일측단 또는 타측단이 각각 루프 플랜지에 맞대어지는 관통홀을 갖는 맞대기 플랜지가 형성되어 볼트 또는 용접이음으로 결합되어지고, 맞대기 플랜지와 대응되는 루프용 강부재의 일측단 또는 타측단은 맞대어지는 면에 해당하는 형태와 각도 만큼 절단되어지도록 하고, 절단된 각각의 절단면이 맞대어져 용접이음으로 결합되어지게 설치된다.A steel member for a loop necessary for a loop construction is formed by a bolt or a welded joint formed with a butt flange having a through hole through which one end or the other end abuts against the roof flange, The end or the other end is cut by a shape and an angle corresponding to the face to be abutted, and the respective cut surfaces are fitted to each other so as to be joined by welding.

그러나 벽체용 강부재에 있어 절단된 상부에 루프 플랜지를 가공하여 용접이음으로 결합되어지도록 하거나, 루프용 강부재에 있어 각각 맞대어지는 면을 절단하여 용접이음으로 결합되도록 하는 과정에서 작업 공정수의 증가로 인하여 시공기간이 길어지는 가운데 시공 비용에 증가되는 문제점이 있었다.However, in the steel member for the wall, the loop flange is formed on the cut upper part so as to be joined by welded joint, or in the process of cutting the facing faces of the steel members for loop, The construction time is lengthened and the construction cost is increased.

또한 벽체 또는 루프 형태가 돔의 형태 등 둥근 형태의 구조를 갖게 될 경우, 모든 벽체용 강부재 또는 루프용 강부재가 정확히 맞대어지도록 정밀 절단 가공 및 그에 따른 정밀 이음 작업이 소요됨으로써, 전기한 바와 같은 동일한 문제점이 있었다.Further, when the wall or the loop shape has a round shape such as a dome shape, it is necessary to perform precise cutting and precise joining operations so that the steel members for all the walls or the steel members for the loops can be accurately brought into contact with each other. There was the same problem.

그리고 벽체 또는 루프 형태가 일정한 곡률을 갖지 않고 임의 곡율을 가질 경우, 작업이 더욱 지연되는 또 다른 문제점이 있었다.If the wall or loop shape does not have a constant curvature but has an arbitrary curvature, there is another problem that the work is further delayed.

본 발명은 벽체용 강부재 또는 루프용 강부재에 있어 각각 맞대어지는 면을 절단하여 용접이음으로 결합되도록 하는 과정에서 작업 공정수를 줄여 시공기간을 단축시킬 수 있도록 하는 가운데 시공비용을 줄일 수 있도록 하고, 아울러 벽체 또는 루프 형태가 일정한 곡률을 갖는 돔 형태이거나 임의 곡율을 갖는 돔 또는 파도형태의 상,하부 원형 곡율을 갖는 루프 형태일 경우에도 작업이 용이하게 이루어질 수 있도록 한 것이다.The present invention reduces the number of work processes and shortens the construction period in the process of cutting the facing surfaces of the steel member for a wall or the steel member for a loop and joining them by welded joints, , And the work can be easily performed even when the wall or loop shape is a dome shape having a constant curvature or a loop shape having an upper or lower circular curvature in the form of a dome or a wave having a certain curvature.

본 발명은 용접절점구(10)의 외측에 다수개의 용접강부재(20)가 용접이음으로 결합되어지는 용접 절점구조(A)에 있어서, 상기 용접절점구(10)의 외측면에는 수직방향으로 3 내지 6개의 오목한 형태를 갖는 절점요부(110)가 형성되어지고, 상기 용접강부재(20)는 사각강관, I형강 및 원형강관 중 어느 하나로 구성되어지되, 상기 용접절점구(10)의 절점요부(110)에 맞대어지게 삽입되는 절점돌부(210)가 형성되어, 3 내지 6개의 용접강부재(20)가 상기 용접절점구(10)의 절점요부(110)에 맞대어져 삽입되어지며, 상기 용접강부재(20)의 절점돌부(210)와 상기 용접절점구(10)의 절점요부(110)가 맞대어진 맞대기라인(L)이 용접이음부(30)에 의하여 용접이음으로 결합되어짐으로써, 상기 용접강부재(20)가 삼각형, 격자 및 하니컴 형태로 결합되어짐을 특징으로 한다.The present invention relates to a welded joint structure (A) in which a plurality of welded steel members (20) are welded and joined to the outside of a welded joint (10) Wherein the welded steel member (20) is formed of one of a rectangular steel pipe, an I-shaped steel and a round steel pipe, wherein the joint point (10) of the welded joint (10) A joint point protrusion 210 inserted into the concave portion 110 is formed so that three to six welded steel members 20 are inserted into the joint recess portion 110 of the weld joint point 10, The butt joint line L in which the joint point 210 of the welded steel member 20 and the joint point recess 110 of the weld joint point 10 are engaged is welded by the weld joint 30, And the welded steel member 20 is joined in a triangular shape, a lattice shape and a honeycomb shape.

삭제delete

또한, 상기 용접절점구(10)는 외측면 둘레에 3 내지 6개의 절점요부(110)가 상기 용접절점구(10)의 절점요부(110)에 3 내지 6개의 용접강부재(20)의 절점돌부(210)가 용접이음되어지되, 상기 절점요부(110) 또는 절점돌부(210)가 경사진 형태를 갖도록 형성되어 다수개의 용접강부재(20)가 아치형태 또는 돔형태를 갖도록 형성되어짐을 특징으로 한다.3 to 6 joint recesses 110 around the outer circumference of the weld joint 10 may be formed at the joint recess 110 of the weld joint 10 so that the joints 10 of three to six welded steel members 20 The joint portions 210 and the joint portions 210 are formed to have an inclined shape so that the plurality of welded steel members 20 are formed to have an arch shape or a dome shape .

삭제delete

본 발명은 용접절점구의 외측에 형성된 절점요부에 절점돌부가 형성된 각각의 용접강부재가 맞대어져 용접이음으로 결합되어지도록 함으로써, 벽체용 강부재 또는 루프용 강부재에 있어 각각 맞대어지는 면을 절단하여 용접이음으로 결합되도록 하는 과정에서 작업 공정수를 줄일 수 있는 효과를 얻을 수 있다.In the present invention, the respective welded steel members having the joint portions formed at the joints of the joints formed on the outside of the welded joint are engaged with each other by welded joint so that the faces of the steel member for the wall or the steel member for the loop are cut It is possible to reduce the number of work processes in the process of joining by welding.

또한, 이를 통해 시공기간을 단축시킬 수 있도록 하여 시공비용을 줄일 수 있는 효과를 더 얻을 수 있다.In addition, the construction period can be shortened by this, and the construction cost can be further reduced.

그리고 용접절점구의 절점요부에 맞대어지는 절점돌부의 상,하부의 길이만 조절할 경우, 벽체 또는 루프 형태가 일정한 곡률을 갖는 돔 형태이거나 임의 곡율을 갖는 돔 또는 파도형태의 상,하부 원형 곡율을 갖는 루프 형태일 경우에도 용이하게 시공될 수 있는 효과를 더 얻을 수 있다.In the case of adjusting the length of the upper and lower portions of the joint pointed to the joint recesses of the welded joint, the wall or the loop has a dome shape having a constant curvature or a loop having an upper and lower circular curvature in the form of a dome or wave having a certain curvature It is possible to obtain an effect that the construction can be easily performed.

도1은 본 발명에 따른 용접 절점구조를 도시한 사시도.
도2는 본 발명에 따른 용접 절점구조의 요부를 확대하여 도시한 사시도와 분해 사시도 및 횡단면도.
도3은 본 발명에 따른 용접 절점구조의 다른 실시예를 분리 도시한 확대 사시도.
도4는 본 발명에 따른 다른 실시예를 도시한 사시도 및 요부를 확대하여 분리 도시한 사시도.
도5는 본 발명에 따른 다른 실시예를 도시한 사시도 및 요부를 확대하여 분리 도시한 사시도.
도6은 본 발명에 따른 다른 실시예를 도시한 사시도 및 요부를 확대하여 분리 도시한 사시도.
1 is a perspective view showing a welded joint structure according to the present invention;
FIG. 2 is a perspective view, an exploded perspective view, and a cross-sectional view of a main part of a welded joint structure according to the present invention.
3 is an enlarged perspective view of another embodiment of a welded joint structure according to the present invention.
FIG. 4 is a perspective view showing another embodiment of the present invention in an enlarged and separated view. FIG.
5 is a perspective view showing another embodiment of the present invention in an enlarged and separated view.
FIG. 6 is a perspective view showing another embodiment of the present invention in an enlarged and separated view. FIG.

본 발명의 실시예를 첨부 도면을 참조하여 설명하면 다음과 같다.DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described with reference to the accompanying drawings.

본 발명에 따른 용접 절점구조(A)는 도1 및 도2에 도시된 바와 같이, 용접절점구(10)의 외측에 다수개의 용접강부재(20)가 맞대어진 상태에서 용접이음으로 결합되어지게 구성되어 있다.1 and 2, a welded joint structure A according to the present invention includes a plurality of welded steel members 20 which are coupled to the outside of a welded joint 10 by welded joints Consists of.

이러한 상기 용접 절점구조(A)는 벽체 또는 지붕을 갖는 강구조물의 원형강관, 각형강관 및 H형강 등 으로 이루어진 각각의 강부재가 평평한 형태 또는 돔형태로 용이하게 맞대어지도록 하는 기능을 갖는 것으로 이어지는 용접작업 또는 용접이음이 용이하게 이루어질 수 있도록 구성되어 있다.The welded joint structure (A) has a function of allowing each steel member, such as a round steel pipe, a square steel pipe and an H-shaped steel, having a wall or a roof, to easily fit in a flat shape or a dome shape. Or welding can be easily performed.

이를 위해, 상기 용접절점구(10)는 용접이음이 용이한 강재로 이루어진 것으로 외측면에는 수직방향으로 오목한 형태를 갖는 다수개의 절점요부(110)가 일체로 형성되어 있다.To this end, the weld joint 10 is made of a steel material which is easy to weld, and on the outer side thereof, a plurality of joint recesses 110 having a concave shape in the vertical direction are integrally formed.

이러한 상기 절점요부(110)는 내측으로 끝이 일점에서 만나지도록 좁아지게 경사진 삼각형태를 갖도록 하는 것이 바람직하다. 이러한 경우, 상기 용접강부재(20)의 전체면이 맞대어지도록 할 경우, 평평한 형태를 가질 수 있게 형성되어지고, 좌,우로 또는 좌,우의 방향 전환이 불가능한 철골구조물을 얻을 수 있게 된다.It is preferable that the nodule concave portion 110 has a triangular shape inclined so as to be narrowed so as to meet at one point toward the inside. In this case, when the entire surface of the welded steel member 20 is brought into contact with each other, it is possible to obtain a steel structure which is formed so as to have a flat shape and which can not be changed to the left, right or left and right directions.

한편, 본 발명에서는 절점요부(110)가 삼각형태를 갖도록 하였으나, 이러한 형태 이외에 만곡, 반원 또는 구형태를 갖도록 할 수 있다. 이러한 경우, 삼각형태를 갖는 절점요부(110)에 비하여 여러 방향으로 각도조절이 용이하게 됨에 따라 만곡형태 또는 구(돔)형태를 갖는 절골구조물을 얻을 수 있게 된다.In the present invention, the nodular concave portion 110 is formed to have a triangular shape, but it may have a curved shape, a semicircular shape, or a spherical shape in addition to this shape. In this case, since it is easy to adjust the angle in various directions as compared with the nodular concave portion 110 having a triangular shape, it is possible to obtain a curved shape or a oval shaped shape having a dome shape.

이러한 상기 용접절점구(10)는 외측면 둘레에 3 내지 6개의 절점요부(110)가 상기 용접절점구(10)의 절점요부(110)에 3 내지 6개의 용접강부재(20)의 절점돌부(210)가 용접이음되어짐으로써, 도1, 도4에 도시된 바와 같이, 삼각형, 격자 및 하니컴 형태를 갖도록 할 수 있다.3 to 6 joint recesses 110 around the outer circumferential surface of the weld joint point 10 are formed in the joint recess portion 110 of the weld joint 10 so that three to six joint welded portions 20, The welded portion 210 may be welded to form a triangular shape, a lattice shape, and a honeycomb shape, as shown in FIGS.

상기 용접강부재(20)는 용접절점구(10)에 의하여 전체적인 강구조물이 평평한 형태 및 돔형태를 갖도록 구비되어지는 것으로 벽체 또는 지붕을 갖는 강구조물의 원형강관, 각형강관 및 H형강 등 으로 이루어진 각각의 단부에 상기 용접절점구(10)의 절점요부(110)에 맞대어지는 절점돌부(210)가 삽입되어지게 형성되어 있다.The welded steel member 20 is provided with a welded joint 10 so that the whole steel structure has a flat shape and a dome shape. The welded steel member 20 is formed of a steel pipe, a square steel pipe, an H- And a nodal pointed portion 210 which is in contact with the nodal recessed portion 110 of the welded nodal point 10 is inserted into the end portion.

상기 용접절점구(10)의 절점요부(110)에 상기 용접강부재(20)의 절점돌부(210)가 맞대어지게 삽입되어지고, 상기 용접강부재(20)의 절점돌부(210)와 상기 용접절점구(10)의 절점요부(110)가 맞대어진 맞대기라인(L)이 용접이음부(30)에 의하여 의하여 용접이음으로 결합되어지게 구성되어 있다.The joint pointed portion 210 of the welded steel member 20 is inserted into the joint recess portion 110 of the welded joint 10 such that the jointed portion 210 of the welded steel member 20, And the butt line (L) to which the nodal recessed portion (110) of the nodal point (10) is brought into contact is joined by the weld joint (30) by welding.

이와 같은 구성을 갖는 용접절점구(10)와 용접강부재(20)의 결합은 먼저, 용접절점구(10)의 외측면에 성형된 절점요부(110)에 용접강부재(20)의 단부로 형성된 절점돌부(210)가 삽입되어 맞대기라인(L)이 형성되어지도록 한다.The welded joint 10 and the welded steel member 20 having such a configuration are first joined to the joint recessed portion 110 formed on the outer surface of the welded joint 10 by welding to the end of the welded steel member 20 So that the joint line 210 is formed so that the butt line L is formed.

다음, 맞대기라인(L)을 따라 용접이음을 통해 용접이음부(30)가 형성되어지도록 하는 것으로 용접절점구(10)와 용접강부재(20)가 용접이음을 통해 결합되어지게 된다.Next, the weld joint 10 and the welded steel member 20 are welded to each other so that the welded joint 30 is formed through the weld joint along the butt line L. As shown in FIG.

다음, 이와 같은 과정의 반복을 통해 벽체 또는 지붕을 갖는 강구조물이 시공되어지게 된다.Then, through the repetition of the above process, the wall or the steel structure having the roof is constructed.

한편, 본 발명에서는 용접강부재(20)가 각형강관의 형태를 갖도록 하고, 3개의 절점요부(110)에 맞대어지게 끼워져 용접이음으로 결합되어지도록 하였으나, 이러한 형태 이외에 도3에 도시된 바와 같이, 용접강부재(20)가 H형강으로 이루어지도록 하거나, 도4에 도시된 바와 같이, 원형강관으로 사용되어지도록 할 수 있다.In the present invention, the welded steel member 20 has a shape of a rectangular steel pipe, and is fitted into the three joint recesses 110 by being welded and welded. However, as shown in FIG. 3, The welded steel member 20 may be made of H-shaped steel or may be used as a round steel pipe as shown in Fig.

본 발명에서는 용접강부재(20)가 각형강관의 형태를 갖도록 하고, 3개의 절점요부(110)에 맞대어지게 끼워져 용접이음으로 결합되어지도록 하였으나, 이러한 형태 이외에 도5에 도시된 바와 같이, 용접절점구(10)에 4개 또는 6개의 절점요부(110)가 형성되어지도록 할 경우, 용접강부재(20)가 사각형태나 삼각형태를 갖는 하니컴형태로 구비되어지도록 할 수 있다.In the present invention, the welded steel member 20 is formed to have the shape of a square-shaped steel pipe, and is fitted into the three joint recesses 110 to be joined by welding. However, as shown in FIG. 5, When four or six joint recesses 110 are formed in the sphere 10, the welded steel member 20 may be provided in a honeycomb shape having a rectangular shape or a triangular shape.

본 발명에서는 용접강부재(20)가 각형강관의 형태를 갖도록 하고, 3개의 절점요부(110)에 맞대어지게 끼워져 용접이음으로 결합되어지도록 하였으나, 이러한 형태 이외에 도6에 도시된 바와 같이, 용접강부재(20)가 원형 파이프의 형태를 갖도록하고, 절점요부(110)가 원형파이프가 절단된 부분이 삽입되어지는 형태를 갖도록 하는 절점요부(110)가 형성되어지도록 할 수 있다.In the present invention, the welded steel member 20 has a shape of a rectangular steel pipe and is fitted to the three joint recessed portions 110 to be joined by welding. However, as shown in FIG. 6, It is possible to form the joint recess portion 110 such that the member 20 has the shape of a circular pipe and that the joint recess portion 110 has a shape in which the cut portion of the circular pipe is inserted.

본 발명에서는 원형강관, 각형강관 및 H형강 등의 용접강부재(20)가 용접절점구(10)에 형성된 절점요부(110)에 전체가 동일한 형태로 맞대어지도록 하여 결합되어지도록하여 평평한 형태를 갖도록 하였으나, 이러한 형태 이외에 절점요부(110)에 맞대어지는 절점돌부(210)가 상부는 길게 맞대어지도록 하고, 하부는 짧게 맞대어지도록 할 경우, 용접절점구(10)가 상부로 돌출된 아치형태를 갖도록 할 수 있다.In the present invention, the welded steel member 20 such as the round steel pipe, the square steel pipe, and the H-shaped steel is joined to the joint recess 110 formed in the weld seam 10 in the same manner so as to have a flat shape However, in the case where the nodal pointed portion 210 abutting the nodular recessed portion 110 is made to protrude for a long time and the lower portion is abutted for a short time, the welded nodal point 10 may have an arch shape protruding upward .

10:용접절점구 20:용접강부재
110:절점요부 210:절점돌부
L:맞대기라인
10: welding nodule 20: welded steel member
110: Nodal valley 210: Nodal valley
L: butt line

Claims (4)

용접절점구(10)의 외측에 다수개의 용접강부재(20)가 용접이음으로 결합되어지는 용접 절점구조(A)에 있어서,
상기 용접절점구(10)의 외측면에는 수직방향으로 3 내지 6개의 오목한 형태를 갖는 절점요부(110)가 형성되어지고, 상기 용접강부재(20)는 사각강관, I형강 및 원형강관 중 어느 하나로 구성되어지되, 상기 용접절점구(10)의 절점요부(110)에 맞대어지게 삽입되는 절점돌부(210)가 형성되어, 3 내지 6개의 용접강부재(20)가 상기 용접절점구(10)의 절점요부(110)에 맞대어져 삽입되어지며, 상기 용접강부재(20)의 절점돌부(210)와 상기 용접절점구(10)의 절점요부(110)가 맞대어진 맞대기라인(L)이 용접이음부(30)에 의하여 용접이음으로 결합되어짐으로써, 상기 용접강부재(20)가 삼각형, 격자 및 하니컴 형태로 결합되어짐을 특징으로 하는 용접 절점구조.
A welded joint structure (A) in which a plurality of welded steel members (20) are welded and joined to the outside of a welded joint (10)
The welded joint member 10 is formed on the outer surface thereof with a joint recess 110 having three to six concave shapes in a vertical direction. The welded steel member 20 is formed of a rectangular steel pipe, an I- And a jointing protrusion 210 inserted into the joint recess 110 of the weld joint 10 so that three to six welded steel members 20 are connected to the joint joint 10, The butt line L in which the joint point 210 of the welded steel member 20 and the joint point recess 110 of the weld joint point 10 are butt against each other is welded to the joint recess 110 of the weld joint 20, Wherein the welded steel member (20) is joined in a triangular shape, a lattice shape and a honeycomb shape by being welded by the joint part (30).
삭제delete 제1항에 있어서,
상기 용접절점구(10)는 외측면 둘레에 3 내지 6개의 절점요부(110)가 상기 용접절점구(10)의 절점요부(110)에 3 내지 6개의 용접강부재(20)의 절점돌부(210)가 용접이음되어지되, 상기 절점요부(110) 또는 절점돌부(210)가 경사진 형태를 갖도록 형성되어 다수개의 용접강부재(20)가 아치형태 또는 돔형태를 갖도록 형성되어짐을 특징으로 하는 용접 절점구조.
The method according to claim 1,
3 to 6 joint recesses 110 around the outer circumferential surface of the weld joint point 10 are formed in the joint recess 110 of the weld joint 10 so that three to six joint members 20 210 are welded to each other and the joint point portion 110 or the joint point portion 210 is formed to have an inclined shape so that a plurality of welded steel members 20 are formed to have an arch shape or a dome shape Welded joint structure.
삭제delete
KR1020130022928A 2013-03-04 2013-03-04 Welding nodal structure KR101440284B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1020130022928A KR101440284B1 (en) 2013-03-04 2013-03-04 Welding nodal structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1020130022928A KR101440284B1 (en) 2013-03-04 2013-03-04 Welding nodal structure

Publications (2)

Publication Number Publication Date
KR20130038322A KR20130038322A (en) 2013-04-17
KR101440284B1 true KR101440284B1 (en) 2014-09-17

Family

ID=48438938

Family Applications (1)

Application Number Title Priority Date Filing Date
KR1020130022928A KR101440284B1 (en) 2013-03-04 2013-03-04 Welding nodal structure

Country Status (1)

Country Link
KR (1) KR101440284B1 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109623062A (en) * 2019-01-15 2019-04-16 佛山市三水白云山电热器具有限公司 A kind of welding structure and welding method of water heating heat-generating pipe
KR102167960B1 (en) * 2020-03-31 2020-10-21 (주) 대현이엔씨 Steel Pipe Girder for Bridge with Improved Reinforcement Structure

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0254038A (en) * 1988-08-16 1990-02-23 Takenaka Komuten Co Ltd Plate-like space truss using square steel pipe
JPH0335205U (en) * 1989-08-11 1991-04-05
JPH0814136B2 (en) * 1990-03-31 1996-02-14 川鉄建材工業株式会社 Connection structure of space truss and connection method thereof

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0254038A (en) * 1988-08-16 1990-02-23 Takenaka Komuten Co Ltd Plate-like space truss using square steel pipe
JPH0335205U (en) * 1989-08-11 1991-04-05
JPH0814136B2 (en) * 1990-03-31 1996-02-14 川鉄建材工業株式会社 Connection structure of space truss and connection method thereof

Also Published As

Publication number Publication date
KR20130038322A (en) 2013-04-17

Similar Documents

Publication Publication Date Title
US6367849B1 (en) Joint for corrugated pipe
JP6823950B2 (en) Joining structure and method of joining columns and beams
JP2016176216A (en) Joint device, joint structure, and joint method for joint section
KR101440284B1 (en) Welding nodal structure
JP4335006B2 (en) Structure including structure sandwich plate member and connecting member, and method for manufacturing parts of the structure
KR20140003834A (en) Offshore pile-type support structure and construction method thereof
KR20090049250A (en) Fixture for connecting concrete piles
JP6298271B2 (en) Column-beam connection structure and reinforcing member
JP2013204306A (en) Column-beam joining structure
KR20160141892A (en) Reinforced h-beam
JP6893799B2 (en) Beam flint connection structure and beam flint connection piece
JP6697240B2 (en) Pile head reinforcement structure
KR101420662B1 (en) Joint structure of steel pipe
JP5246443B2 (en) Cylindrical steel end joint fitting and its joint structure
JP5875554B2 (en) Lining method, lining structure
JP6124702B2 (en) Buckling restraint brace
KR101895230B1 (en) Steel structure connection joint structure
KR101256983B1 (en) Structure of Truss joint
JP4547431B2 (en) Concrete structure
KR20150047160A (en) T-butt welded joint
JP6688069B2 (en) Joint structure of pillars and method of constructing a building using the same
KR20170092357A (en) The assembly joint for connecting a pile
JP6535515B2 (en) Pile head connection structure
KR101155642B1 (en) Joint of truss
JP4935990B2 (en) Steel structure and construction method thereof

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
FPAY Annual fee payment

Payment date: 20170904

Year of fee payment: 4

FPAY Annual fee payment

Payment date: 20180904

Year of fee payment: 5

FPAY Annual fee payment

Payment date: 20191002

Year of fee payment: 6