KR100518931B1 - An iron frame - Google Patents

An iron frame Download PDF

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Publication number
KR100518931B1
KR100518931B1 KR10-2003-0026859A KR20030026859A KR100518931B1 KR 100518931 B1 KR100518931 B1 KR 100518931B1 KR 20030026859 A KR20030026859 A KR 20030026859A KR 100518931 B1 KR100518931 B1 KR 100518931B1
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South Korea
Prior art keywords
plate
outer plate
reinforcing bar
binding
bent
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KR10-2003-0026859A
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Korean (ko)
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KR20040092330A (en
Inventor
동 섭 신
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동 섭 신
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Priority to KR10-2003-0026859A priority Critical patent/KR100518931B1/en
Publication of KR20040092330A publication Critical patent/KR20040092330A/en
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Publication of KR100518931B1 publication Critical patent/KR100518931B1/en

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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2/8611—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers being embedded in at least one form leaf
    • E04B2/8617—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers being embedded in at least one form leaf with spacers being embedded in both form leaves
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/02—Retaining or protecting walls
    • E02D29/0258—Retaining or protecting walls characterised by constructional features
    • E02D29/0275—Retaining or protecting walls characterised by constructional features cast in situ

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  • Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Architecture (AREA)
  • Structural Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • Electromagnetism (AREA)
  • Physics & Mathematics (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Retaining Walls (AREA)

Abstract

본 발명은 옹벽시공용 철골에 관한 것으로, 파형절곡되어서 절곡요입부(31)를 등간격으로 형성한 외측판재(30)와, 지그재그로 절곡 되어서 일측 판재고정부(11)가 외측판재(30)에 형성한 절곡요입부(31)에 하나 건너 결속되고 타측은 삼각상으로 이루진 판재결속부(12)를 형성하여 상하 등간격으로 연속 구비되는 중앙철근(10)과, 외측판재(30)의 절곡요입부(31) 중 중앙철근(10)의 판재고정부(11)가 요입결속되지 않은 절곡요입부(31)에 마주 접하여 결속되는 다른 외측판재(30)에 결속된 중앙철근(10)의 판재결속부(12)를 결속할 수 있게 상하 관통되는 결합공을 형성하는 철근결속부(32)와, 두개의 외측판재(30)에 의하여 거푸집을 형성할 수 있게 지지철근(20)에 의하여 형성된 철근결속부(32)에 결합된 중앙철근(10)의 판재결속부(12)에 끼워 결합되어 결속시키는 결속바(40)로 구성한 것이다.The present invention relates to a steel frame for retaining wall construction, the outer plate 30 and the zigzag is bent in a zigzag form the outer plate 30 and the bent indentation portion 31 is formed at equal intervals, the outer plate 30 The central reinforcing bar 10 and the outer plate member 30 which are bound to one bent indentation portion 31 formed in the cross section and formed on the other side are formed in a triangular plate binding portion 12 and are continuously provided at equal intervals up and down. Among the bending recesses 31, the plate fixing part 11 of the central reinforcing bar 10 of the central reinforcing bar 10 bound to the other outer plate 30 bound to face the bending recessing part 31 which is not urged-bound. Reinforcing bar binding portion 32 to form a coupling hole penetrating up and down to bind the plate binding portion 12, and formed by the support bar 20 to form a formwork by the two outer plate material (30) Bonding to bind and bind to the plate binding portion 12 of the central reinforcing bar 10 coupled to the reinforcing bar 32 It is constituted by 40.

따라서, 본 발명은 철골과 외측판재가 일체로 형성되어 있어 별도의 숙련된 작업공이 없어서도 신속하게 옹벽의 타설을 실시할 수 있는 것이다.Therefore, in the present invention, the steel frame and the outer plate is integrally formed so that the retaining wall can be quickly placed without any skilled worker.

Description

옹벽시공용 철골{An iron frame}Retaining wall construction {An iron frame}

본 발명은 옹벽시공용 철골에 관한 것으로, 더욱 상세하게는 옹벽타설을 위하여 결속바에 의하여 결속되어서 거푸집을 형성할 수 있게 한 타설철골을 구비하여서 거푸집 설치를 신속하게 실시하여 옹벽의 타설을 신속하게 완료할 수 있도록 함을 목적으로 한 것이다.The present invention relates to a steel frame for retaining wall construction, and more particularly, to provide a pour steel frame that is bound by the binding bar for forming the retaining wall to form the form quickly to quickly form the installation of the retaining wall The purpose is to make it possible.

일반적으로, 건축물의 시공과정에 있어 벽체 등의 시공을 위하여는 철근을 이용하여 철골을 형성하고 판재를 이용하여 콘크리트의 수용을 위한 거푸집을 형성한 후 콘크리트 몰탈을 타설하여서 형성하였다.In general, in the construction process of the building for the construction of the wall, such as the steel frame was formed using the reinforcement, and the formwork for the concrete receiving using the plate was formed by pouring concrete mortar.

그러나, 상기한 바와 같이 철근을 이용하여 철골을 형성하고 거푸집을 형성하기 위하여는 숙련된 작업공이 요구되며 콘크리트 몰탈의 타설까지는 일정시간이 요구되어 작업성이 저하되는 등의 문제점이 있었다.However, as described above, in order to form steel frame and formwork using reinforcing bars, skilled workers are required, and there is a problem in that workability is deteriorated due to a certain time required for pouring concrete mortar.

이에, 본 발명은 상술한 문제점을 해결하기 위하여 안출한 것으로, 지그재그로 절곡되어서 일측은 외측판재에 결속되고 타측은 삼각상으로 이루진 판재결속부를 형성한 중앙철근과, 상기 중앙철근과 외측판재와의 결속을 위한 지지철근과, 상기 중앙철근이 형성된 두개의 외측판재를 결속하여 거푸집을 형성할 수 있게 한 결속바로 구성한 것이다.Accordingly, the present invention has been made in order to solve the above-described problems, the center reinforcement is bent in a zigzag and one side is bound to the outer plate and the other side is formed of a plate binding consisting of a triangular shape, the center reinforcement and the outer plate and It is composed of a support bar for binding and the binding bar to form a formwork by binding the two outer plate formed with the central reinforcing bar.

이하, 첨부된 도면에 의하여 상세히 설명하면 다음과 같다.Hereinafter, described in detail by the accompanying drawings as follows.

본 발명은 콘크리트 타설에 의한 옹벽 등의 시공을 신속하게 완료할 수 있도록 한 것으로, 파형절곡되어서 절곡요입부(31)를 등간격으로 형성한 외측판재(30)와, 지그재그로 절곡 되어서 일측 판재고정부(11)가 외측판재(30)에 형성한 절곡요입부(31)에 하나 건너 결속되고 타측은 삼각상으로 이루진 판재결속부(12)를 형성하여 상하 등간격으로 연속 구비되는 중앙철근(10)과, 외측판재(30)의 절곡요입부(31) 중 중앙철근(10)의 판재고정부(11)가 요입결속되지 않은 절곡요입부(31)에 마주 접하여 결속되는 다른 외측판재(30)에 결속된 중앙철근(10)의 판재결속부(12)를 결속할 수 있게 상하 관통되는 결합공을 형성하는 철근결속부(32)와, 두개의 외측판재(30)에 의하여 거푸집을 형성할 수 있게 지지철근(20)에 의하여 형성된 철근결속부(32)에 결합된 중앙철근(10)의 판재결속부(12)에 끼워 결합되어 결속시키는 결속바(40)로 구성한 것이다.The present invention is to be able to quickly complete the construction of the retaining wall, such as by placing concrete, the outer plate 30 and the one side plate stock is bent in a zigzag form to form a bent concave portion 31 at equal intervals The central reinforcing bar is continuously provided at upper and lower equal intervals by forming a plate binding part 12 formed of a triangular shape while the other end is bound to one bending indentation part 31 formed on the outer plate 30. 10) and the other outer plate 30 which is bounded by the plate fixing portion 11 of the central reinforcing portion (11) of the bending plated portion 31 of the outer plate (30) facing the bending recessed portion (31) not concave. To form a formwork by the reinforcing bar portion 32 and the two outer plate 30 to form a coupling hole penetrating up and down to bind the plate binding portion 12 of the central reinforcing bar (10) bound to the). Plate of central reinforcing bar 10 coupled to reinforcing bar binding portion 32 formed by support reinforcing bar 20 Is coupled into the coupling portion 12 is configured as a coupling bar 40 for coupling.

여기서, 상기 중앙철근(10)이 외측판재(30)에 견고하게 결속되게 함과 더불어 절곡상태의 형이 유지되게하고 판재결속부(12)를 형성할 수 있게한 지지철근(20)으로 구비하여 실시할 수 있는 것이다.In this case, the central reinforcing bar 10 is firmly bound to the outer plate 30 and is provided with support bars 20 to maintain the bent state and to form the plate binding unit 12. It can be done.

한편, 판재결속부(12)의 형성을 위한 다른 실시예로는 철근결속부(32)에 선재를 절곡하여 형성한 "C"형 부재를 융착형성하여 실시할 수 있는 것이다.On the other hand, another embodiment for the formation of the plate binding portion 12 can be carried out by fusion-forming the "C" -shaped member formed by bending the wire rod in the reinforcing bar (32).

이하, 본 발명에 의한 시공과정을 설명하면 다음과 같다.Hereinafter, the construction process according to the present invention will be described.

상기한 바와 같이 파형절곡되어서 절곡요입부(31)를 등간격으로 형성한 외측판재(30)와, 지그재그로 절곡 되어서 일측 판재고정부(11)가 외측판재(30)에 형성한 절곡요입부(31)에 하나 건너 결속되고 타측은 삼각상으로 이루진 판재결속부(12)를 형성하여 상하 등간격으로 연속 구비되는 중앙철근(10)과, 외측판재(30)의 절곡요입부(31) 중 중앙철근(10)의 판재고정부(11)가 요입결속되지 않은 절곡요입부(31)에 마주 접하여 결속되는 다른 외측판재(30)에 결속된 중앙철근(10)의 판재결속부(12)를 결속할 수 있게 상하 관통되는 결합공을 형성하는 철근결속부(32)와, 두개의 외측판재(30)에 의하여 거푸집을 형성할 수 있게 지지철근(20)에 의하여 형성된 철근결속부(32)에 결합된 중앙철근(10)의 판재결속부(12)에 끼워 결합되어 결속시키는 결속바(40)로 구성한 본 발명을 이용하여 옹벽을 타설 시공하고자 할 경우에는 시공하고자 하는 위치에서 두 개의 외측판재(30)가 내측에 구비된 중앙철근(10)의 판재결속부(12)가 지지철근(20)에 의하여 형성된 외측판재(30)의 철근결속부(32)에 요입되게하고, 상기 철근결속부(32)의 상측에서 결속바(40)를 끼워 결합하므로서 두 개의 외측판재(30)가 결속되어서 거푸집을 형성하게 되는 것이다.As described above, the outer plate member 30 having the bent recesses 31 formed at equal intervals, and the bending recesses formed by the one side plate fixing part 11 formed on the outer plate member 30 by bending in a zigzag form ( 31) and the other end is formed of a triangular plate binding unit 12 is formed in the other end of the central reinforcement (10) and the bent indentation portion 31 of the outer plate 30 which is continuously provided at equal intervals The plate binding part 12 of the central reinforcing bar 10 of the central reinforcing bar 10, which is bound to the other outer plate 30 that is bound to face the bending indentation portion 31 that is not concave in the concave concave binding part (11) In the reinforcing bar 32 formed by the support bar 20 to form a formwork by the reinforcing bar 32 and the two outer plate 30 to form a coupling hole penetrating up and down so as to bind The present invention constituted by the binding bar 40 to be coupled to the plate binding portion 12 of the combined central reinforcing bar (10) If you want to install the retaining wall using the outer plate (12) of the plate reinforcing portion 12 of the central reinforcing bar (10) provided with two outer plate 30 on the inside at the position to be constructed To be inserted into the reinforcing bar (32) of the 30, and by engaging the binding bar 40 on the upper side of the reinforcing bar (32) is coupled to the two outer plate 30 to form a formwork.

상기한 바와 같이 형성된 거푸집의 하부에 기소콘크리트를 타설하고 일정시간이 경과되어 양생이 완료되면 본 발명의 채움 공간에 콘크리트 몰탈을 타설하므로서 옹벽의 시공이 완료되는 것이다.When the casting concrete is placed in the lower part of the form formed as described above and curing is completed after a predetermined time, the construction of the retaining wall is completed by pouring concrete mortar into the filling space of the present invention.

따라서, 본 발명은 철골과 외측판재가 일체로 형성되어 있어 별도의 숙련된 작업공이 없어서도 신속하게 옹벽의 타설을 실시할 수 있는 것이다.Therefore, in the present invention, the steel frame and the outer plate is integrally formed so that the retaining wall can be quickly placed without any skilled worker.

또한, 우물과 같은 옹벽의 시공도 신속하고 용이하게 완료할 수 있는 매우 유용한 것이다.In addition, the construction of the retaining wall, such as a well is also very useful that can be completed quickly and easily.

도 1 은 본 발명에 따른 일 실시예를 보인 분해 사시도.1 is an exploded perspective view showing an embodiment according to the present invention.

도 2 는 본 발명에 따른 일 실시예를 보인 사시도.Figure 2 is a perspective view showing an embodiment according to the present invention.

도 3 는 본 발명에 따른 일 실시예를 사용상태 평면도.Figure 3 is a plan view using one embodiment according to the present invention.

도 4 는 본 발명에 따른 다른 실시예를 상세 평면도.4 is a detailed plan view of another embodiment according to the present invention.

＜도면의 주요부분에 대한 부호의 설명＞<Description of the code | symbol about the principal part of drawing>

10 : 중앙철근10: center rebar

11 : 판재고정부 12 : 판재결속부11: Plate Stock Government 12: Plate Binding Department

20 : 지지철근20: support rebar

30 : 외측판재30: outer plate

31 : 절곡요입부 32 : 철근결속부31: bending indentation part 32: reinforcing bar

40 : 결속바40: binding bar

Claims (3)

파형절곡되어서 절곡요입부(31)를 등간격으로 형성한 외측판재(30)와, 지그재그로 절곡 되어서 일측 판재고정부(11)가 외측판재(30)에 형성한 절곡요입부(31)에 하나 건너 결속되고 타측은 삼각상으로 이루진 판재결속부(12)를 형성하여 상하 등간격으로 연속 구비되는 중앙철근(10)과, 외측판재(30)의 절곡요입부(31) 중 중앙철근(10)의 판재고정부(11)가 요입결속되지 않은 절곡요입부(31)에 마주 접하여 결속되는 다른 외측판재(30)에 결속된 중앙철근(10)의 판재결속부(12)를 결속할 수 있게 상하 관통되는 결합공을 형성하는 철근결속부(32)와, 두개의 외측판재(30)에 의하여 거푸집을 형성할 수 있게 지지철근(20)에 의하여 형성된 철근결속부(32)에 결합된 중앙철근(10)의 판재결속부(12)에 끼워 결합되어 결속시키는 결속바(40)로 구성한 것을 특징으로 하는 옹벽시공용 철골.One of the outer plate member 30, which is bent by the corrugation and is formed at equal intervals, and the bent indentation portion 31 which is bent in a zigzag and formed by the one side plate fixing part 11 on the outer plate member 30. The central reinforcing bar 10 and the central reinforcing part 31 of the bent indentation part 31 of the outer plate 30 are provided to form a plate binding part 12 formed in a triangular shape and connected to each other at regular intervals. The plate fixing part 11 of) can bind the plate binding part 12 of the central reinforcing bar 10 bound to the other outer plate 30 which is bound to face the bending indentation part 31 which is not urged binding. The center reinforcing bar 32 coupled to the reinforcing bar 32 formed by the support bar 20 so as to form a formwork by the two outer plate 30 and the two outer plate 30 to form a coupling hole to penetrate up and down Retaining wall construction, characterized in that consisting of the binding bar 40 to be coupled to the plate binding portion (12) of the binding (10) Dragon steel frame. 제 1 항에 있어서;The method of claim 1; 상기 중앙철근(10)이 외측판재(30)에 견고하게 결속되게 함과 더불어 절곡상태의 형이 유지되게하고 판재결속부(12)를 형성할 수 있게한 지지철근(20)으로 구비한 것을 특징으로 하는 옹벽시공용 철골.The central reinforcing bar 10 is firmly bound to the outer plate 30, and the shape of the bent state is maintained and the support bar 20 is provided to enable the plate binding portion 12 to be formed Retaining wall construction steel 제 1 항에 있어서;The method of claim 1; 상기 판재결속부(12)의 형성을 위하여 철근결속부(32)에 선재를 절곡형성한 "C"형 부재를 융착형성한 것을 특징으로 하는 옹벽시공용 철골.Retaining wall construction steel, characterized in that the fusion formed "C" type member bent wire rod to the reinforcing bar (32) to form the plate binding part (12).
KR10-2003-0026859A 2003-04-28 2003-04-28 An iron frame KR100518931B1 (en)

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