KR101272601B1 - A joint structure for sculpture of rooftop - Google Patents

A joint structure for sculpture of rooftop Download PDF

Info

Publication number
KR101272601B1
KR101272601B1 KR1020120111303A KR20120111303A KR101272601B1 KR 101272601 B1 KR101272601 B1 KR 101272601B1 KR 1020120111303 A KR1020120111303 A KR 1020120111303A KR 20120111303 A KR20120111303 A KR 20120111303A KR 101272601 B1 KR101272601 B1 KR 101272601B1
Authority
KR
South Korea
Prior art keywords
joint
sculpture
rooftop
support
groove
Prior art date
Application number
KR1020120111303A
Other languages
Korean (ko)
Inventor
홍종규
Original Assignee
신우콘크리트산업 주식회사
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 신우콘크리트산업 주식회사 filed Critical 신우콘크리트산업 주식회사
Priority to KR1020120111303A priority Critical patent/KR101272601B1/en
Application granted granted Critical
Publication of KR101272601B1 publication Critical patent/KR101272601B1/en

Links

Images

Classifications

    • 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
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/20Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
    • E04B1/21Connections specially adapted therefor
    • 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
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/19Three-dimensional framework structures
    • E04B1/1903Connecting nodes specially adapted therefor
    • 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
    • E04B1/383Connection of concrete parts using adhesive materials, e.g. mortar or glue
    • 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
    • E04B1/40Separate connecting elements
    • 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
    • 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
    • E04B1/40Separate connecting elements
    • E04B2001/405Brackets

Abstract

PURPOSE: A PC joint structure of a rooftop sculpture is provided to improve constructionability, durability, and structural stability by simply and integrally constructing the joint of a PC member and a PC support. CONSTITUTION: A PC joint structure of a rooftop sculpture comprises the following steps: forming a composite groove(110) in one end of a PC member(100) which is made of precast concrete; forming a joint in the composite groove; forming a steel plate(220) in the joint for integrally joining to the surface of the composite groove and curing; and inserting the stud bolt(210) of the joint into the assembling hole of a joint plate(400) and fastening through a fastening nut(500) when settling the PC member with the joint to a PC support(300) by corresponding to a neighboring PC member(100-1) in the other side.

Description

옥상 조형물의 피씨 접합 구조{A joint structure for sculpture of rooftop}A joint structure for sculpture of rooftop

본 발명은 옥상 조형물을 시공함에 있어서, 피씨벽 또는 피씨기둥과 같은 PC지지체와 겔버-보 또는 피씨 슬래브와 같은 PC부재가 걸침된 후 일체화로 결합되도록 하는 것으로, 상기 PC부재는 단부에 내측으로 식각된 합성홈이 형성되되, 상기 합성홈에는 기 매립되어 양생된 볼트 분기형 조인트가 형성되어 별도의 스틸판으로 하여금 PC지지체와 간단히 체결 결합되도록 함으로써, 종전 대비 인서트형 앵커볼트 설치가 생략(삭제)되어 제작비(재료비)의 절감을 도모하는 한편, 볼트의 정확한 돌출길이 확보로 인해 정밀 시공이 가능하고, 가조립 운반 이송이 확보되어 기존 체결구(볼트, 너트)의 분실 문제를 해결함은 물론 시공 조립시 작업자로 하여금 현장 작업성이 용이하고 간편하도록 형성되며, 특히 PC부재에 형성된 조인트와 PC지지체는 조립용 주근에 의해 일체형 구조 결속을 이루되 간단히 시공되도록 함으로서, 종전 대비 시공성, 내구성 및 구조 안정성이 향상되는 것을 특징으로 하는 옥상 조형물의 피씨 접합 구조에 관한 것이다.
In the present invention, when constructing a rooftop sculpture, a PC support such as a PC wall or a PC pillar and a PC member such as a gelber-beam or a PC slab are integrally coupled to each other, and the PC member is etched inwardly at an end thereof. Synthetic grooves are formed, but the bolts are formed in the composite grooves are pre-filled and formed in the form of joints, so that a separate steel plate is simply fastened and coupled to the PC support, eliminating the insert-type anchor bolt installation compared to the previous (Deleted) It is possible to reduce the production cost (material cost), while precise construction is possible by securing the precise protrusion length of the bolt, and assembling and conveying transportation is secured to solve the problem of loss of the existing fasteners (bolts, nuts) as well as construction assembly. It is designed to make the worker easy and simple in the field work, especially the joint and PC support formed on the PC member By forming a unitary structure binding by a simple construction, it relates to a PC bonded structure of the rooftop sculpture, characterized in that the construction, durability and structural stability compared to the past improved.

일반적으로 공동주택이나 상업건축물 등의 옥상에는 건축물의 미관을 향상시키기 위한 조형물 내지 장식물이나 엘리베이터 샤프트의 옥탑지붕층(이하 '옥상 조형물'이라 한다) 등이 시공된다.In general, sculptures or decorations for improving aesthetics of buildings or rooftop roof layers (hereinafter referred to as 'roof sculptures') for improving aesthetics of buildings are constructed on rooftops of apartment houses or commercial buildings.

이에 종래의 옥상 조형물은 보통 그 아래층의 본 구조물과 마찬가지로 거푸집을 대고 동바리로 지지한 후 콘크리트를 현장 타설하여 시공된다. Therefore, conventional rooftop sculptures are usually constructed by placing concrete on the site after supporting the formwork with the formwork as in the lower structure.

이 경우 옥상까지 콘크리트를 운반해야 하는 어려움이 있고, 아래층의 본 구조물 공사의 공정과 간섭을 일으킬 우려가 있어 공정관리가 곤란한 문제점이 있다.In this case, there is a difficulty in transporting the concrete to the rooftop, and there is a problem that it may cause interference with the process of the construction of the main structure below, there is a problem that the process management is difficult.

또한, 미관을 위해 건축물의 외벽으로부터 돌출되게 되는 옥상 조형물의 지붕층을 시공하는 경우 거푸집 설치 공정이 매우 어렵고 위험한 문제가 있다.In addition, in the case of constructing the roof layer of the roof sculpture that protrudes from the outer wall of the building for aesthetics, the formwork installation process is very difficult and dangerous problem.

이러한 점을 감안하여 최근에는 옥상 조형물을 피씨(PC, Precast Concrete)로 시공하는 경우가 있으며, 특히 옥상 조형물의 지붕의 경우 피씨로 하는 경우가 많이 있다. In view of this, roof sculptures have recently been constructed with PC (precast concrete), and in particular, roofs of roof sculptures have many cases.

그러나 피씨(PC)로 지붕을 구성할 경우 두께 및 크기가 상당히 커서 타워크레인으로 양중이 가능하도록 여러 부재로 분할해야 할 필요성이 있고 그에 따라 피씨 지붕판 간의 연결부에서 하자가 발생되는 경우가 많다. However, when the roof is made of PC, the thickness and size are so large that it is necessary to divide it into several parts so that it can be lifted by the tower crane. Therefore, defects are often generated at the connection between the PC roof plates.

따라서, 벽체와 지붕판 간의 일체성을 확보하기 위한 접합부의 상세를 고려해야 할 필요가 있다.Therefore, it is necessary to consider the details of the joint to secure the integrity between the wall and the roof board.

이에, 종래의 접합부를 보다 자세히 살펴보면, 도 5에 도시된 바와 같이 PC부재의 단부에 결합되어 이웃한 타측 PC부재와 결속을 도모하기 위한 조인트(10)가 개시되어 있는 바, 이러한 조인트(10)는 철판(11)의 저면에 인서트형 앵커볼트(12)와 앵커 바(13)가 형성되어 PC부재의 내부에 매립되도록 하되, 상기 철판의 면상에는 인서트형 앵커볼트와 대응되도록 통공(14)이 형성되어 별도의 볼트(15)와 너트(16)가 차례로 끼워져 조립되도록 형성된다.Thus, when looking at the conventional joint in more detail, as shown in Figure 5 is coupled to the end of the PC member is disclosed for the joint 10 to bond with the neighboring other PC member bar, such a joint 10 Insert type anchor bolt 12 and the anchor bar 13 is formed on the bottom surface of the iron plate 11 to be embedded in the PC member, the through hole 14 to correspond to the insert type anchor bolt on the surface of the iron plate Is formed is formed so that the separate bolt 15 and the nut 16 is fitted in order to be assembled.

이때, 상기 너트(16)와 철판(11)의 상면 사이에는 이웃한 조인트와 연결 조립되도록 이음판(미도시)이 형성되어 복수의 PC부재를 서로 결속하도록 형성된다.At this time, a joint plate (not shown) is formed between the nut 16 and the upper surface of the iron plate 11 so as to be assembled and coupled with a neighboring joint, and is formed to bind the plurality of PC members to each other.

그러나, 이와 같은 종래의 조인트는 인서트형 앵커볼트가 PC부재에 매립된 상태에서 운반 또는 설치됨으로써, 나사산이 형성된 내부 공간으로 콘크리트 페이스트 또는 이물질이 유입되어 현장에서 이를 제거하기 번거로움은 물론 겨울철 또는 장마철과 같은 계절에는 눈 또는 성애로 인한 얼음이 형성되어 이를 제거하면서 작업하기 곤란한 문제가 계속되었는 바, 이는 시공성과 작업성이 크게 저하되는 문제가 발생되고 있는 실정이다.However, such a conventional joint is carried or installed in a state where the insert-type anchor bolt is embedded in the PC member, so that concrete paste or foreign material is introduced into the threaded internal space, and it is troublesome to remove it in the field as well as in winter or in the rainy season. In the season, such as the ice formed by snow or sex formed a problem that is difficult to work while removing it, which is a problem that the construction and workability is greatly reduced.

또한, 종래의 조인트는 철판의 저면에 하나 이상의 앵커 바를 용접하도록 함으로써, 용접비용 추가로 인한 원가상승과 공기지연이 계속해서 발생되는 문제가 있어 왔다.
In addition, the conventional joint has a problem that the cost increase and air delay caused by the additional welding cost by continuously welding at least one anchor bar on the bottom of the iron plate has been a problem.

본 발명은 상술한 문제점을 해결하기 위한 것으로, 옥상 조형물을 시공함에 있어서, 피씨벽 또는 피씨기둥과 같은 PC지지체와 겔버-보 또는 피씨 슬래브와 같은 PC부재가 걸침된 후 일체화로 결합되도록 하는 것으로, 상기 PC부재는 단부에 내측으로 식각된 합성홈이 형성되되, 상기 합성홈에는 기 매립되어 양생된 볼트 분기형 조인트가 형성되어 별도의 스틸판으로 하여금 PC지지체와 간단히 체결 결합되도록 함으로써, 종전 대비 인서트형 앵커볼트 설치가 생략(삭제)되어 제작비(재료비)의 절감을 도모하는 한편, 볼트의 정확한 돌출길이 확보로 인해 정밀 시공이 가능하고, 가조립 운반 이송이 확보되어 기존 체결구(볼트, 너트)의 분실 문제를 해결함은 물론 시공 조립시 작업자로 하여금 현장 작업성이 용이하고 간편하도록 형성되며, 특히 PC부재에 형성된 조인트와 PC지지체는 조립용 주근에 의해 일체형 구조 결속을 이루되 간단히 시공되도록 함으로서, 종전 대비 시공성, 내구성 및 구조 안정성이 향상되는 것을 특징으로 하는 옥상 조형물의 피씨 접합 구조를 제공함에 그 목적이 있다.
The present invention is to solve the above-mentioned problems, in the construction of the roof sculptures, PC support such as PC wall or PC pillar and PC member such as gelber-beam or PC slab is to be integrally coupled after being applied, The PC member is formed with a compound groove etched inwardly at the end, the compound groove is formed in the bolt branch-type joint is already embedded and cured to allow a separate steel plate to be simply coupled to the PC support, insert compared to the past Type anchor bolt installation is omitted (deleted) to reduce manufacturing cost (material cost), while precise construction is possible by securing the precise protrusion length of the bolt, and prefabricated conveying transportation is secured so that the existing fasteners (bolts, nuts) Not only to solve the problem of loss, but also to facilitate the on-site workability and convenience for the workers during assembly, especially in the PC member The formed joint and the PC support form an integral structure by the main rod for assembly, and are simply constructed to provide a PC-joint structure of the rooftop sculpture, which is characterized by improved construction, durability, and structural stability. .

이러한 목적을 달성하기 위해 본 발명은 프리캐스트 콘크리트(Precast Concrete)로 형성된 PC부재(100)의 일단에는 내측으로 식각된 합성홈(110)이 형성되고, 상기 합성홈에는 조인트(200)가 형성되되, 상기 조인트(200)는 스터드 볼트(210)의 머리가 하향으로 위치한 상태에서 볼트 선단 상에 직교방향으로 결속된 스틸판(220)이 상기 합성홈(110)의 면상에 일체로 접합 및 양생되도록 형성되며, 상기 조인트를 갖는 PC부재(100)는 이웃한 타측 PC부재(100-1)와 대응되어 PC지지체(300)에 안착시 별도의 조인트 플레이트(400)의 조립공(410)이 조인트의 스터드 볼트(210)에 끼워진 후 체결너트(500)로 하여금 조립 및 결합되도록 구성되어 이루어진다.In order to achieve the above object, the present invention has a synthetic groove 110 etched inward at one end of the PC member 100 formed of precast concrete, and a joint 200 is formed at the synthetic groove. The joint 200 is integrally bonded and cured on the surface of the composite groove 110 with the steel plate 220 bound in the orthogonal direction on the bolt tip in a state where the head of the stud bolt 210 is downwardly positioned. The PC member 100 having the joint corresponds to the neighboring other PC member 100-1 so that the assembling hole 410 of the separate joint plate 400 is seated on the PC support 300. After fitting to the bolt 210 is made of a fastening nut 500 is assembled and coupled.

이에, 상기 조인트의 스틸판(220)은 저면에 하향 외측으로 분기 및 절곡된 매립용 앵커 바(221)가 결합되어 PC부재의 내측으로 매립 후 양생되어 결속 보강력을 크게 확보하도록 형성되는 것이 바람직하다.Accordingly, the steel plate 220 of the joint is preferably formed to secure a binding reinforcement force is cured by being embedded after the buried anchor bar 221 branched and bent downward downward on the bottom surface is embedded in the PC member. Do.

또한, 상기 조인트의 스틸판(220)은 면상 일측 및 타측에 몰드 고정용 통공(222)이 형성되어 합성홈의 면상에 접합시 합성 고정력을 크게 증대시키도록 하는 것이 바람직하다.In addition, the steel plate 220 of the joint is preferably formed on one side and the other side of the mold fixing through-holes 222 to greatly increase the compound holding force when bonding on the surface of the compound groove.

이때, 상기 PC지지체(300)는 상단에 PC부재(100)와의 결속을 위해 조립용 주근(310)이 분기되도록 형성되되, 상기 조립용 주근(310)은 조인트 플레이트(400)이 PC부재의 조인트(200)와 조립된 상태에서 상기 조인트 플레이트의 중앙부에 형성된 결합공(420)을 관통한 후 조립너트(230)에 의해 체결되어 PC부재(100)와 PC지지체(300) 간의 구조 일체성을 확보하도록 하는 것이 바람직하다.At this time, the PC support 300 is formed so that the assembly main root 310 is branched for binding with the PC member 100 on the top, the assembly main root 310 is a joint plate 400 is a joint of the PC member Passed through the coupling hole 420 formed in the center portion of the joint plate in the assembled state (200) and then fastened by the assembly nut 230 to ensure structural integrity between the PC member 100 and the PC support 300 It is desirable to.

아울러, 상기 PC부재의 합성홈(110)은 이웃한 합성홈과 서로 마주보도록 하면서 PC지지체(300)의 상단부에 안착시 T자형 존을 형성하되, 상기 T자형 존에는 무수축 몰탈 또는 그라우트(600)가 타설되어 양생되도록 하는 것이 바람직하다.
In addition, the synthetic groove 110 of the PC member forms a T-shaped zone when seated on the upper end of the PC support 300 while facing the adjacent composite grooves, the non-shrink mortar or grout 600 in the T-shaped zone ) Is preferably poured to cure.

이와 같이, 본 발명은 옥상 조형물을 시공함에 있어서, 종전 대비 인서트형 앵커볼트 설치가 생략(삭제)되어 제작비(재료비)의 절감을 도모하는 한편, 볼트의 정확한 돌출길이 확보로 인해 정밀 시공이 가능하고, 가조립 운반 이송이 확보되어 기존 체결구(볼트, 너트)의 분실 문제를 해결함은 물론 시공 조립시 작업자로 하여금 현장 작업성이 용이하고 간편하도록 형성되며, 특히 PC부재에 형성된 조인트와 PC지지체는 조립용 주근에 의해 일체형 구조 결속을 이루되 간단히 시공되도록 함으로서, 종전 대비 시공성, 내구성 및 구조 안정성이 향상되는 효과가 있다.
Thus, in the present invention, when installing a roof sculpture, the installation of insert-type anchor bolts is omitted (deleted) compared to the past, and the manufacturing cost (material cost) can be reduced, and precise construction is possible due to securing the exact protrusion length of the bolt. In addition, it is possible to solve the problem of loss of the existing fasteners (bolts and nuts) by securing the provisional assembly transportation, as well as to make it easy and simple for the operator to work on site during the construction and assembly. By forming a unitary structure binding by the main erection for assembly, but simply to be constructed, there is an effect that the construction properties, durability and structural stability compared to the previous.

도 1은 본 발명에 따른 옥상 조형물의 피씨 접합 구조를 나타낸 일 예시 사시도,
도 2는 도 1의 조립 상태를 나타낸 종단면도,
도 3은 본 발명에 따른 조인트의 일측면도,
도 4는 도 3의 일측 사시도,
도 5는 종래의 조인트를 나타낸 일 예시 사시도이다.
1 is an exemplary perspective view showing a PC bonded structure of a rooftop sculpture according to the present invention;
2 is a longitudinal sectional view showing the assembled state of FIG.
3 is a side view of a joint according to the present invention;
4 is a perspective view of one side of FIG.
5 is an exemplary perspective view showing a conventional joint.

다음은 첨부된 도면을 참조하며 본 발명을 보다 상세히 설명하겠다.DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described in detail below with reference to the accompanying drawings.

먼저 도 1 내지 도 4에 도시된 바와 같이, 본 발명은 프리캐스트 콘크리트(Precast Concrete)로 형성된 PC부재(100)의 일단에는 내측으로 식각된 합성홈(110)이 형성되고, 상기 합성홈에는 조인트(200)가 형성되되, 상기 조인트(200)는 스터드 볼트(210)의 머리가 하향으로 위치한 상태에서 볼트 선단 상에 직교방향으로 결속된 스틸판(220)이 상기 합성홈(110)의 면상에 일체로 접합 및 양생되도록 형성되며, 상기 조인트를 갖는 PC부재(100)는 이웃한 타측 PC부재(100-1)와 대응되어 PC지지체(300)에 안착시 별도의 조인트 플레이트(400)의 조립공(410)이 조인트의 스터드 볼트(210)에 끼워진 후 체결너트(500)로 하여금 조립 및 결합되도록 구성되어 이루어진다.First, as shown in FIGS. 1 to 4, the present invention is formed with a compound groove 110 etched inward at one end of the PC member 100 formed of precast concrete, and a joint in the compound groove. (200) is formed, the joint 200 is a steel plate 220 bound in the orthogonal direction on the bolt tip in a state where the head of the stud bolt 210 is located downward on the surface of the composite groove (110) It is formed to be integrally bonded and cured, the PC member 100 having the joint corresponds to the neighboring other PC member (100-1) when the mounting hole of the separate joint plate 400 when seated on the PC support 300 ( After the 410 is inserted into the stud bolt 210 of the joint, the fastening nut 500 is configured to be assembled and coupled.

즉, 본 발명의 조인트(200)는 종전의 앵커볼트가 PC부재에 매립된 상태에서 운반 또는 설치됨으로써, 나사산이 형성된 내부 공간으로 콘크리트 페이스트 또는 이물질이 유입되어 현장에서 이를 제거하기 번거로움은 물론 겨울철 또는 장마철과 같은 계절에는 눈 또는 성애로 인한 얼음이 형성되어 이를 제거하면서 작업하기 곤란한 문제를 해결한 것으로, 이는 시공성과 작업성이 크게 개선되는 특징이 있다.That is, the joint 200 of the present invention is transported or installed in a state where the conventional anchor bolt is embedded in the PC member, concrete paste or foreign matter is introduced into the internal space where the thread is formed, the hassle of removing it in the field as well as winter Or in seasons such as the rainy season to solve the problem of difficult to work while removing the ice due to snow or sex is formed, which is characterized by greatly improved workability and workability.

또한, 상기 조인트의 스틸판(220)은 면상 일측 및 타측에 몰드 고정용 통공(222)이 형성되어 합성홈의 면상에 접합시 합성 고정력을 크게 증대시키도록 하는 것이 바람직하다.In addition, the steel plate 220 of the joint is preferably formed on one side and the other side of the mold fixing through-holes 222 to greatly increase the compound holding force when bonding on the surface of the compound groove.

즉, 상기 몰드 고정용 통공은 스틸판이 합성홈의 면상에 접합 양생시 합성 면적을 확대하여 견고한 고정을 이루도록 하기 위함으로, 해당 형상은 원형 또는 다각형 중 어느 하나로 형성되는 것이 바람직하다.That is, the through hole for fixing the mold is to ensure that the steel plate is secured by enlarging the compounding area during bonding curing on the surface of the compound groove, the shape is preferably formed of any one of a circle or a polygon.

이때, 상기 PC지지체(300)는 상단에 PC부재(100)와의 결속을 위해 조립용 주근(310)이 분기되도록 형성되되, 상기 조립용 주근(310)은 조인트 플레이트(400)이 PC부재의 조인트(200)와 조립된 상태에서 상기 조인트 플레이트의 중앙부에 형성된 결합공(420)을 관통한 후 조립너트(230)에 의해 체결되어 PC부재(100)와 PC지지체(300) 간의 구조 일체성을 확보하도록 하는 것이 바람직하다.At this time, the PC support 300 is formed so that the assembly main root 310 is branched for binding with the PC member 100 on the top, the assembly main root 310 is a joint plate 400 is a joint of the PC member Passed through the coupling hole 420 formed in the center portion of the joint plate in the assembled state (200) and then fastened by the assembly nut 230 to ensure structural integrity between the PC member 100 and the PC support 300 It is desirable to.

즉, 상기 조립용 주근은 스틸판과 결합된 PC부재를 PC지지체와 함께 T자 형으로 결속하면서 구조 일체성 및 구조 보강을 확보하기 위함이다.In other words, the main assembly for assembly is to ensure structural integrity and structural reinforcement while binding the PC member coupled to the steel plate in a T-shape together with the PC support.

아울러, 상기 PC부재의 합성홈(110)은 이웃한 합성홈과 서로 마주보도록 하면서 PC지지체(300)의 상단부에 안착시 T자형 존을 형성하되, 상기 T자형 존에는 무수축 몰탈 또는 그라우트(600)가 타설되어 양생되도록 하는 것이 바람직하다.In addition, the synthetic groove 110 of the PC member forms a T-shaped zone when seated on the upper end of the PC support 300 while facing the adjacent composite grooves, the non-shrink mortar or grout 600 in the T-shaped zone ) Is preferably poured to cure.

이에, 상기 조인트의 스틸판(220)은 저면에 하향 외측으로 분기 및 절곡된 매립용 앵커 바(221)가 결합되어 PC부재의 내측으로 매립 후 양생되어 결속 보강력을 크게 확보하도록 형성되는 것이 바람직하다.Accordingly, the steel plate 220 of the joint is preferably formed to secure a binding reinforcement force is cured by being embedded after the buried anchor bar 221 branched and bent downward downward on the bottom surface is embedded in the PC member. Do.

이때, 상기 앵커 바는 외주면에 다수개의 요철 또는 돌기리브(미도시)이 형성되어 합성 단면적을 확보하도록 하는 것이 바람직하다.
At this time, the anchor bar is preferably a plurality of irregularities or protrusion ribs (not shown) formed on the outer circumferential surface to ensure a synthetic cross-sectional area.

본 발명은 상술한 특정의 바람직한 실시예에 한정되지 아니하며, 청구범위에서 청구하는 본 발명의 요지를 벗어남이 없이 당해 고안이 속하는 기술분야에서 통상의 지식을 가진 자라면 누구든지 다양한 변형실시가 가능한 것은 물론이고, 그와 같은 변경은 청구범위 기재의 범위 내에 있게 된다.
It will be understood by those skilled in the art that various changes in form and details may be made therein without departing from the spirit and scope of the present invention as defined by the appended claims and their equivalents. Of course, such modifications are within the scope of the claims.

100 ... PC부재 110 ... 합성홈
200 ... 조인트 210 ... 스터드 볼트
220 ... 스틸판 221 ... 앵커 바
222 ... 통공 230 ... 조립너트
300 ... PC지지체 310 ... 조립용 주근
400 ... 조인트 플레이트 410 ... 조립공
410 ... 결합공 500 ... 체결너트
600 ... 무수축 몰탈 또는 그라우트
100 ... PC member 110 ... Synthetic groove
200 ... joint 210 ... stud bolt
220 ... steel plate 221 ... anchor bar
222 ... through hole 230 ... assembling nut
300 ... PC support 310 ... Assembly root
400 ... joint plate 410 ... assembly
410 ... mounting hole 500 ... tightening nut
600 ... non-shrink mortar or grout

Claims (5)

프리캐스트 콘크리트(Precast Concrete)로 형성된 PC부재(100)의 일단에는 내측으로 식각된 합성홈(110)이 형성되고, 상기 합성홈에는 조인트(200)가 형성되되, 상기 조인트(200)는 스터드 볼트(210)의 머리가 하향으로 위치한 상태에서 볼트 선단 상에 직교방향으로 결속된 스틸판(220)이 상기 합성홈(110)의 면상에 일체로 접합 및 양생되도록 형성되며, 조인트를 갖는 PC부재(100)는 이웃한 타측 PC부재(100-1)와 대응되어 PC지지체(300)에 안착시 별도의 조인트 플레이트(400)의 조립공(410)이 조인트의 스터드 볼트(210)에 끼워진 후 체결너트(500)로 하여금 조립 및 결합되도록 하는 것을 특징으로 하는 옥상 조형물의 피씨 접합 구조.One end of the PC member 100 formed of precast concrete is formed with a synthetic groove 110 etched inward, the composite groove is formed with a joint 200, the joint 200 is a stud bolt PC member having a joint is formed to be integrally bonded and cured on the surface of the composite groove 110, the steel plate 220 bound in the orthogonal direction on the bolt tip in a state where the head of the 210 is located downward ( 100 corresponds to the neighboring other PC member 100-1, and when the mounting hole 410 of the separate joint plate 400 is fitted to the stud bolt 210 of the joint when seated on the PC support 300, the fastening nut ( 500) A cemented joint structure of the rooftop sculpture, characterized in that the assembly to be assembled and combined. 제 1항에 있어서, 상기 조인트의 스틸판(220)은 저면에 하향 외측으로 분기 및 절곡된 매립용 앵커 바(221)가 결합되어 PC부재의 내측으로 매립 후 양생되어 결속 보강력을 크게 확보하도록 형성되는 것을 특징으로 하는 옥상 조형물의 피씨 접합 구조.According to claim 1, The steel plate 220 of the joint is coupled to the buried anchor bar 221 branched and bent downward on the bottom surface is embedded after curing to the inside of the PC member to secure a large bond reinforcement PC junction structure of a rooftop sculpture, characterized in that formed. 제 2항에 있어서, 상기 조인트의 스틸판(220)은 면상 일측 및 타측에 몰드 고정용 통공(222)이 형성되어 합성홈의 면상에 접합시 합성 고정력을 크게 증대시키도록 하는 것을 특징으로 하는 옥상 조형물의 피씨 접합 구조.3. The rooftop of claim 2, wherein the steel plate 220 of the joint has a mold fixing hole 222 formed on one side and the other side of the joint to greatly increase the synthetic fixing force when bonded to the surface of the synthetic groove. PC joint structure of the sculpture. 제 3항에 있어서, 상기 PC지지체(300)는 상단에 PC부재(100)와의 결속을 위해 조립용 주근(310)이 분기되도록 형성되되, 상기 조립용 주근(310)은 조인트 플레이트(400)이 PC부재의 조인트(200)와 조립된 상태에서 상기 조인트 플레이트의 중앙부에 형성된 결합공(420)을 관통한 후 조립너트(230)에 의해 체결되어 PC부재(100)와 PC지지체(300) 간의 구조 일체성을 확보하도록 하는 것을 특징으로 하는 옥상 조형물의 피씨 접합 구조.According to claim 3, wherein the PC support 300 is formed so that the assembly main root 310 is branched for binding with the PC member 100 on the top, the assembly main root 310 is a joint plate 400 Penetration through the coupling hole 420 formed in the center portion of the joint plate in the state assembled with the joint 200 of the PC member and then fastened by the assembly nut 230 is a structure between the PC member 100 and the PC support 300 PC bonded structure of the rooftop sculpture characterized by ensuring the integrity. 제 4항에 있어서, 상기 PC부재의 합성홈(110)은 이웃한 합성홈과 서로 마주보도록 하면서 PC지지체(300)의 상단부에 안착시 T자형 존을 형성하되, 상기 T자형 존에는 무수축 몰탈 또는 그라우트(600)가 타설되어 양생되도록 하는 것을 특징으로 하는 옥상 조형물의 피씨 접합 구조.
The method of claim 4, wherein the synthesis groove 110 of the PC member forms a T-shaped zone when seated on the upper end of the PC support 300 while facing the adjacent composite grooves, the non-shrink mortar in the T-shaped zone Or PC-bonded structure of the roof sculpture, characterized in that the grout 600 is poured and cured.
KR1020120111303A 2012-10-08 2012-10-08 A joint structure for sculpture of rooftop KR101272601B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1020120111303A KR101272601B1 (en) 2012-10-08 2012-10-08 A joint structure for sculpture of rooftop

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1020120111303A KR101272601B1 (en) 2012-10-08 2012-10-08 A joint structure for sculpture of rooftop

Publications (1)

Publication Number Publication Date
KR101272601B1 true KR101272601B1 (en) 2013-06-10

Family

ID=48866549

Family Applications (1)

Application Number Title Priority Date Filing Date
KR1020120111303A KR101272601B1 (en) 2012-10-08 2012-10-08 A joint structure for sculpture of rooftop

Country Status (1)

Country Link
KR (1) KR101272601B1 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20210078808A (en) * 2019-12-19 2021-06-29 한국건설기술연구원 Hollow precast concrete slab
KR20210079000A (en) * 2019-12-19 2021-06-29 한국건설기술연구원 π-TYPED HOLLOW PRECAST CONCRETE SLAB CONSTRUCTION METHOD USING SIDE CONNECTION MEMBER
KR20210078817A (en) * 2019-12-19 2021-06-29 한국건설기술연구원 Hollow precast concrete slab construction method using side connection member

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06322820A (en) * 1993-05-11 1994-11-22 Fujita Corp Connection part structure of precast concrete column and beam
KR20050008197A (en) * 2003-07-14 2005-01-21 두산중공업 주식회사 The Connector Apparatus of Precast Concreate Slab
KR200414349Y1 (en) 2006-02-09 2006-04-20 이원호 Connection structure of precast concrete structure

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06322820A (en) * 1993-05-11 1994-11-22 Fujita Corp Connection part structure of precast concrete column and beam
KR20050008197A (en) * 2003-07-14 2005-01-21 두산중공업 주식회사 The Connector Apparatus of Precast Concreate Slab
KR200414349Y1 (en) 2006-02-09 2006-04-20 이원호 Connection structure of precast concrete structure

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20210078808A (en) * 2019-12-19 2021-06-29 한국건설기술연구원 Hollow precast concrete slab
KR20210079000A (en) * 2019-12-19 2021-06-29 한국건설기술연구원 π-TYPED HOLLOW PRECAST CONCRETE SLAB CONSTRUCTION METHOD USING SIDE CONNECTION MEMBER
KR20210078817A (en) * 2019-12-19 2021-06-29 한국건설기술연구원 Hollow precast concrete slab construction method using side connection member
KR102304565B1 (en) * 2019-12-19 2021-09-27 한국건설기술연구원 Hollow precast concrete slab construction method using side connection member
KR102304567B1 (en) * 2019-12-19 2021-09-27 한국건설기술연구원 π-TYPED HOLLOW PRECAST CONCRETE SLAB CONSTRUCTION METHOD USING SIDE CONNECTION MEMBER
KR102304564B1 (en) * 2019-12-19 2021-09-27 한국건설기술연구원 Hollow precast concrete slab

Similar Documents

Publication Publication Date Title
KR101001208B1 (en) A constructing method of structure using sandwich pc-wall
KR101125549B1 (en) Slab constructing method using truss deck plate with heat insulator
KR100993538B1 (en) Construction structure of internal and external stone panels in buildings
CN104563288A (en) Reinforced concrete frame gridding slab prefabricated energy-saving house
KR101441515B1 (en) Precast concrete slab of Inver-Teed Rib
CN101839061A (en) Unilateral formwork erecting system of cast-in-site concrete arc outer wall body and construction method thereof
KR101182536B1 (en) Prefabricated double wall precast concrete pannel having surface material, reinforcing rod according to the purpose
KR101135881B1 (en) Joint structure of pc column and pc flat plate and construction method thereof
CN204112525U (en) Band perps precast shear wall structure in strong concrete precast frame
KR101272601B1 (en) A joint structure for sculpture of rooftop
JP2009035998A (en) External heat insulation-adjacent space-less rc construction method
KR101225661B1 (en) Concrete shear key strengthened with steel cover plate and tension member and the construction method therewith
KR101429430B1 (en) Double PC girder and construction method thereof
JP5051598B2 (en) Construction method of steel / concrete composite deck using precast concrete board
WO2017031627A1 (en) Assembled building structure, wallboard installation hanger, and assembled building construction method
KR101036177B1 (en) Method for constructing building using PRC integrating method
CN203475609U (en) Connecting structure of composite floor slab and steel tube shear wall of building
US10415236B2 (en) Outer insulation integrated insulating block system easy to dry-finish and a construction method thereby
KR20070027431A (en) A fastener for fixing a reinforcing bar assembly, a mold panel, and a ceiling panel by spot welding
KR100430694B1 (en) Assembly type tile block and Construction method Thereof
US10988910B2 (en) Pre-cast concrete wall structures, and methods for manufacturing and installing the same
CN111364520A (en) Prefabricated multi-way cable well and construction method thereof
KR101103680B1 (en) Pc slab with arch type rib for underground parking lot
KR200380424Y1 (en) Drain board structure for under ground basement
KR101324884B1 (en) Hybrid building construction method combining dry type and wet type

Legal Events

Date Code Title Description
A201 Request for examination
A302 Request for accelerated examination
E701 Decision to grant or registration of patent right
GRNT Written decision to grant
FPAY Annual fee payment

Payment date: 20170529

Year of fee payment: 5

FPAY Annual fee payment

Payment date: 20180529

Year of fee payment: 6

FPAY Annual fee payment

Payment date: 20190528

Year of fee payment: 7