KR100459011B1 - Structure of connecting support portion of multi-concrete building and its setting process - Google Patents

Structure of connecting support portion of multi-concrete building and its setting process Download PDF

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Publication number
KR100459011B1
KR100459011B1 KR10-2002-0024603A KR20020024603A KR100459011B1 KR 100459011 B1 KR100459011 B1 KR 100459011B1 KR 20020024603 A KR20020024603 A KR 20020024603A KR 100459011 B1 KR100459011 B1 KR 100459011B1
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South Korea
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support
plate
formwork
wall formwork
concrete building
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KR10-2002-0024603A
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Korean (ko)
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KR20030086377A (en
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서순옥
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서순옥
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/14—Bracing or strutting arrangements for formwalls; Devices for aligning forms
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/04—Connecting or fastening means for metallic forming or stiffening elements, e.g. for connecting metallic elements to non-metallic elements
    • E04G17/045—Connecting or fastening means for metallic forming or stiffening elements, e.g. for connecting metallic elements to non-metallic elements being tensioned by wedge-shaped elements

Abstract

본 발명은 다층콘크리트건축물의 연결부재 구조및 그 설치방법에 관한 것으로, 더욱 구체적으로는 슬래브거푸집 부분에 연결부재를 간편하고 견고하게 설치할수 있고 거푸집벽체의 수직도 및 층고높이 설정이 용이하도록 한 수단으로 작업능률의 향상과 정밀시공을 할수 있도록 한 것이다.The present invention relates to a connecting member structure of a multi-layer concrete building and a method for installing the same, and more particularly, means for easily and firmly installing the connecting member in the slab formwork and for easily setting the verticality and height of the formwork wall. It is to improve work efficiency and precise construction.

즉, 다층의 콘크리트건축물에서 벽체거푸집(10)과 슬래브거푸집(12)을 조립설치하고 슬래브거푸집(12)부분에 연결부재(A)를 설치하여 상측에 벽체거푸집(10)을 설치할수 있게 한 것에 있어서, 상기 연결부재(A)는 지지받침구(20)와 수직도간격조정판(30)과 벽체거푸집지지구(40)로 구성하되 하단중앙에 협지홈(22)이 형성된 "" 형 지지대(21)와 그 상측에 받침대(23)를 일체로 부착하고 받침대(23)의 중앙상측에 핀구멍(25)을 가진 고정부(24)를 형성하고 양단에 높이조절부(26)가 형성된 지지받침구(20)와; 다수의 핀구멍(31)을 등간격으로 형성하여 설정된 그 핀구멍(31)을 상기 고정부(24)의 핀구멍(25)에 대향시키고 걸쇠(32)로 고정하여 간격조정이 되게한 수직도간격조정판(30)과; 내향지지판(41)과 외향지지판(43)을 구성하되 내향지지판(41)은 수직도간격조정판(30)에 결합되게한 결합부(42)가 형성되고 외향지지판(43)은 중간부분이 수평으로 절곡된 받침부(44)와, 받침부(44)일측에 하향절곡된 차단부(45)를 형성하여 쐐기형고정쇠(49)로 고정할수 있게한 벽체거푸집지지구(40)로 된 것을 특징으로 하는 다층콘크리트 건축물의 연결부재구조 및 그 설치방법에 관한 것이다.That is, the wall formwork 10 and the slab formwork 12 are assembled and installed in the multi-layer concrete building, and the connecting member A is installed at the slab formwork 12 to install the wall formwork 10 on the upper side. In the connection member (A) is composed of a support base 20, the vertical spacing adjusting plate 30 and the wall formwork support 40, but the pinching groove 22 is formed at the bottom center. &Quot; The support 23 is integrally attached to the mold support 21 and the upper side thereof, and a fixing part 24 having a pin hole 25 is formed on the center of the pedestal 23, and the height adjusting part 26 is formed at both ends. Support pins 20 formed with a plurality of pin holes 31 formed at equal intervals, the pin holes 31 of which are opposed to the pin holes 25 of the fixing part 24, and the latch 32; A vertical spacing adjusting plate 30 fixed to a gap to adjust the spacing, and an inward supporting plate 41 and an outward supporting plate 43, wherein the inboard supporting plate 41 is coupled to the vertical spacing adjusting plate 30; (42) is formed and the outboard support plate (43) is formed in the middle portion is bent horizontally bent portion 44, and the blocking portion 45 is bent downward on one side of the support portion 44 to form a wedge-shaped fastener (49) It relates to a structure of the connection member and the installation method of a multi-layer concrete building, characterized in that the wall formwork support 40 to be fixed to.

Description

다층콘크리트 건축물의 연결부재 및 그 설치방법{STRUCTURE OF CONNECTING SUPPORT PORTION OF MULTI-CONCRETE BUILDING AND ITS SETTING PROCESS}STRUCTURE OF CONNECTING SUPPORT PORTION OF MULTI-CONCRETE BUILDING AND ITS SETTING PROCESS}

본 발명은 다층콘크리트건축물의 연결부재 구조및 그 설치방법에 관한 것으로, 더욱 구체적으로는 슬래브거푸집 부분에 연결부재를 간편하고 견고하게 설치할수 있고 거푸집벽체의 수직도 및 층고높이 설정이 용이하도록 한 수단으로 작업능률의 향상과 정밀시공을 할수 있도록 한 것이다.The present invention relates to a connecting member structure of a multi-layer concrete building and a method for installing the same, and more particularly, means for easily and firmly installing the connecting member in the slab formwork and for easily setting the verticality and height of the formwork wall. It is to improve work efficiency and precise construction.

일반적으로 다층 콘크리트건축물에서는 건물벽체거푸집과 그 상측에 슬래브거푸집을 조립한 다음 상기 거푸집내에 철근 작업과 함께 콘크리트몰탈을 투입하여 콘크리트건축물을 시공하게 된다.In general, in a multi-layer concrete building, the building wall formwork and the slab formwork are assembled on the upper side, and then the concrete mortar is added to the formwork along with the reinforcing work in the formwork to construct the concrete building.

그런데 종래에는 상기 시공된 슬래브 콘크리트 상면에 각목으로 벽체 거푸집이 세워지는 위치에 각목기초를 만들어 못으로 슬래브거푸집바닥면에 고정시키되동시에 수평을 맞추기 위해 각목기초를 하부에 고임구를 고여서 수평상태를 맞추어 고정한 다음 각목기초를 상부에 벽체거푸집을 설치할수 있게 되었는바 이는 슬래브 콘크리트 상면에서 각목기초틀을 고임구로 고이면서 수평및 층고높이를 조절하므로 정밀시공이 어려워 작업숙련도에 따라 시공편차가 발생할 뿐만 아니라 각목기초틀을 슬래브거푸집에 다량의 못으로 고정시키므로 각목기초틀의 해체작업이 번거롭고 작업능률이 크게 떨어지는 문제점이 있었다.By the way, in the conventional slab concrete on the upper surface of the slab concrete to form a wooden base at the position where the wall formwork is erected on the bottom surface of the slab formwork to fix the level at the same time by placing the wooden base in the bottom of the solid wood in the horizontal It is now possible to install wall formwork at the top of the lumber foundation after fixing it accordingly. It is difficult to precise construction because it is difficult to precise construction because it adjusts the horizontal and stratum height at the top of the slab concrete. Since the wooden frame is fixed to the slab formwork with a large amount of nails, there was a problem that the dismantling work of the wooden frame was cumbersome and the work efficiency greatly decreased.

상기와 같은 문제점을 감안하여 거푸집수평받침구를 이용한 시멘트콘크리트건축물의 거푸집설치및 구축시공방법(특허공개제1999-78490호)이 발명되어 기초틀을 높이조정이 가능한 거푸집 수평받침구에 의해 수평및 높이조절을 할수 있게 되었다.In view of the above problems, the method of installation and construction of the formwork of cement concrete building using formwork horizontal supporters (Patent Publication No. 1999-78490) was invented, so that the horizontal frame can be horizontally supported by the formwork horizontal support which can adjust the height of the foundation frame. You can adjust the height.

그러나 상기의 수평받침구의 받침판에서 벽체거품집브라켓이 고정되어 있고 슬래브거푸집 상면에 거푸집 수평받침구를 못으로 고정설치하게 되어 있는바 이는 콘크리트몰탈이 타설충진되는 과정에서 수평받침구가 한쪽으로 약간씩 위치변경이된 상태에서 슬래브콘크리트가 하루정도 양생된 후에 벽체거푸집을 설치할때 벽체거푸집의 수직도를 맞추어 작업이나 건물특성상 다층의 벽체 거푸집 위치를 가변하고자 하는 작업을 할수 없어서 정밀시공에 어려움이 있었다.However, the wall foam bracket is fixed on the support plate of the horizontal support hole, and the horizontal support hole is fixed to the upper surface of the slab formwork by nails. When the wall formwork is installed after the slab concrete has been cured for about a day in the changed position, there is a difficulty in precision construction because it cannot work to adjust the vertical position of the wall formwork or to change the position of the multilayer wall formwork due to the characteristics of the building.

또한, 슬래브거푸집해체시에도 수평받침구를 고정하고 있는 못이 노출되어 있고 그 못을 절단사용하더라도 그 매입된 못이 녹슬면서 녹물이 하부로 흘러내려 천정부위가 더럽혀지는 등의 문제점이 있었다.In addition, when dismantling slab formwork, the nail fixing the horizontal support hole is exposed, and even when cutting and using the nail, there is a problem such that the embedded nail is rusted and rust water flows to the bottom, thereby causing the ceiling to become dirty.

본 발명은 이러한 문제점을 해결하기 위하여 건물벽체거푸집에 설치된 상측의 간격유지구에 지지받침구를 별도의 수평레벨조정없이 간편하고 견고하게 설치할수 있고 지지받침구의 상측받침대에서 좌우로 이동되게한 수직도 간격조정판을 설치하여 슬래브콘크리트가 양생된 후에도 벽체거푸집의 수직도를 조절할수 있도록 한 구성으로 다층슬래브상측에 각각 시공되는 건물벽체의 수직도 설정이 용이하도록 하며 받침대양단의 높이조절부에 의해 층고높이 설정이 용이하도록한 콘크리트건축물의 연결부재 구조및 그 설치방법에 관한 것으로 이를 첨부된 도면에 따라 상세히 설명하면 다음과 같다.The present invention can be easily and firmly installed in the upper gap holding area installed in the building wall formwork without additional horizontal level adjustment to solve this problem, and the vertical degree to move left and right from the upper support of the support base It is designed to adjust the verticality of the wall formwork even after the slab concrete is cured by installing the space adjusting plate. It is easy to set the verticality of the building walls respectively constructed on the upper side of the multi-layer slab. It relates to the connection member structure of the concrete building to facilitate the setting and the installation method thereof will be described in detail according to the accompanying drawings as follows.

도 1은 본 발명의 연결부재를 나타낸 분해사시도1 is an exploded perspective view showing a connecting member of the present invention

도 2는 본 발명에 따른 지지받침구의 설치상태도2 is an installation state of the support base according to the present invention

도 3은 본 발명에 따른 연결부재의 설치상태도Figure 3 is an installation state of the connection member according to the invention

도 4는 본 발명의 벽체거푸집지지구의 고정상태 단면도4 is a fixed state cross-sectional view of the wall formwork of the present invention

도 5는 본 발명의 보조차단판의 작용예시도5 is a working example of the secondary blocking plate of the present invention

도 6는 본 발명의 보조차단판의 하향상태 예시도Figure 6 is an illustration of a down state of the secondary blocking plate of the present invention

* 도면의 주요부분에 대한 부호의 설명* Explanation of symbols for main parts of the drawings

A : 연결부재 10 : 벽체거푸집A: connecting member 10: wall formwork

11 : 간격유지구 20 : 지지받침구11: spacing area 20: support base

21 : 지지대 22 : 협지홈21: Support 22: Hedge Home

22a : 경사단면 22b : 걸림단턱22a: inclined cross section 22b: locking step

23 : 받침대 24 : 고정부23: pedestal 24: fixed part

25 : 핀구멍 26 : 높이조절부25: pin hole 26: height adjustment unit

30 : 간격조정판 31 : 핀구멍30: space adjusting plate 31: pin hole

32 : 걸쇠 40 : 거푸집지지구32: clasp 40: formwork support

41 : 내향지지판 42 : 결합부41: inward support plate 42: coupling portion

43 : 외향지지판 44 : 받침부43: outward support plate 44: support

45 : 차단부 46 : 고정핀45: blocking portion 46: fixed pin

47 : 보조차단판 48 : 상하안내홈47: secondary blocking plate 48: up and down guide home

49 : 고정쇠49: clamp

본 발명은 다층콘크리트 건축물에서 벽체거푸집(10)을 간격유지구(11)로 지지되게하여 조립설치하고 벽체거품집(10)상단부에 구성되는 슬래브거푸집(12)부분에 연결부재(A)를 설치하여 상측에 벽체거푸집(10)을 설치할수 있게 하되 연결부재(A)는; 간격유지구(11)에 고정되는 지지받침구(20)와, 지지받침구(20)상측의 받침대(23)에서 좌우로 이동하여 고정하는 수직도 간격고정판(30)과, 벽체거푸집지지구(40)로 구성된다.In the present invention, the wall formwork (10) in the multi-layer concrete building is assembled and supported by the gap retaining zone (11), and the connecting member (A) is installed on the slab formwork (12) part formed at the upper end of the wall formwork (10). By allowing the wall formwork 10 to be installed on the upper side, but the connection member (A); A support base 20 fixed to the gap holding member 11, a vertically spaced fixing plate 30 to move left and right from the support 23 above the support base 20, and the wall formwork support ( 40).

상기 지지받침구(20)는; ""형 지지대(21)와 지지대(21)상측에 받침대(23)를 용접부착하여 일체로 만들되 상기 지지대(21)의 하단중앙은 협지홈(22)을 형성하여 상측의 간격유지구(11)에 끼워지도록하되 협지홈(22)입구에경사단면(22a)과 걸림단턱(22b)을 형성하여 간격유지구(11)에 고정된 상태를 유지하도록 한다.The support base 20 is; " "Weld-shaped support 21 and the support (23) on the upper side of the support 21 is made integrally, but the lower end of the support (21) forms a pinching groove (22) in the upper gap holding 11 It is to be fitted, but the inclined groove (22) inlet to form a slope end (22a) and the engaging step (22b) to maintain a fixed state in the spacing holding (11).

받침대(23)는 중앙부분에서 상측으로 핀구멍(25)을 가진 고정부(24)을 형성하여 수직도간격조정판(30)을 고정할수 있게 하고 받침대(23)양단상측에는 높이조절부(26)를 형성하여 벽체거푸집지지구(40)의 외향지지판받침부(44)를 재치시키되 높이조절부(26)는 층고높이에 따라 그 높이(h1,h2)가 각기 다른 것을 구비하여 사용한다.Pedestal 23 is to form a fixing portion 24 having a pin hole 25 from the center to the upper side to be able to fix the vertical interval adjusting plate 30, the height adjustment portion 26 on both sides of the pedestal 23 Formed to mount the outboard support plate supporting portion 44 of the wall formwork support 40, but the height adjusting portion 26 is used to provide a different height (h 1 , h 2 ) according to the height of the floor.

수직도간격조정판(30)은; 좌우폭이 벽체거푸집의 폭에 맞추어 설정되고 수직도 간격조정판(30)에 등간격으로 다수의 핀구멍(31)을 형성하여 그 설정된 핀구멍(31)을 받침대 고정부(24)의 핀구멍(25)과 선택적으로 대향시킨 상태에서 걸쇠(32)를 끼워 수직도간격조정판(30)을 고정한다.Vertical gap adjusting plate 30 is; The left and right widths are set in accordance with the width of the wall formwork, and a plurality of pin holes 31 are formed at equal intervals in the vertical gap adjusting plate 30, and the set pin holes 31 are formed in the pin holes 25 of the pedestal fixing part 24. ) And the latch 32 is fixed to the vertical distance adjusting plate 30 in a state in which it is selectively opposed.

벽체거푸집지지구(40)는; 벽체거푸집(10)하단을 지지하는 내향지지판(41)과 외향지지판(43)으로 구성하되 내향지지판(41)은 결합부(42)가 형성되어 수직도간격조정판(30)양단에 결합되게 하며, 외향지지판(43)은 중간부분이 수평으로 절곡된 받침부(44)와 받침부(44)일측에 수직으로 하향절곡된 차단부(45)를 형성하고 그 차단부(45)에 고정핀(46)으로 연결된 보조차단판(47)은 상하안내홈(48)을 승강안내되게하고 차단부(45)하단은 걸림단턱(45a)을 형성하여 쐐기형고정쇠(49)를 차단부(45)와 높이조절부(26)사이에 압지되게 끼워 고정할수 있도록 한다.Wall formwork support 40 is; It consists of an inward support plate 41 and an outward support plate 43 for supporting the lower end of the wall formwork 10, the inward support plate 41 is coupled to both ends of the vertical spacing adjusting plate 30 is formed, The outward support plate 43 forms a supporting portion 44 whose middle portion is bent horizontally and a blocking portion 45 vertically bent downward on one side of the supporting portion 44 and the fixing pin 46 on the blocking portion 45. Auxiliary blocking plate 47 is connected to the upper and lower guide grooves 48 to guide the lifting and lowering of the blocking portion 45 to form a locking step jaw (45a) to form a wedge-shaped anchor (49) with the blocking portion 45 height Pressed between the adjusting portion 26 to be fixed.

이러한 구성의 본 발명은 도 2에서와 같이 벽체거푸집(10)을 간격유지구(11)로 지지시킨 상태로 세워 고정하고 벽체거푸집(10)상단부에 슬래브거푸집(12)을 설치한 다음 본 발명에서는 상측의 간격유지구(11)에 지지대(21)의 협지홈(22)을 끼워 지지하는 수단으로 지지받침구(20)를 견고하게 설치할수 있게 되며 이렇게 설치되는 지지받침구(20)의 상측받침대(23)는 별도의 수평레벨조정이 필요치않고 작업을 진행시킬수 있게 되므로 이러한 상태에서 거푸집에 콘크리트몰탈을 타설충진하여 벽체및 슬래브를 시공하게 된다.In the present invention of this configuration, as shown in Figure 2, the wall formwork 10 is supported by the gap holding means 11 standing up and fixed, and the slab formwork 12 is installed on the upper wall formwork 10, in the present invention The support base 20 can be firmly installed as a means for fitting the clamping grooves 22 of the support 21 into the gap holding hole 11 on the upper side, and the upper base of the support base 20 is thus installed. (23) can proceed without the need for a separate horizontal level adjustment in this state is to add concrete mortar to the formwork to build walls and slabs.

이어서, 도3에서와 같이 상기 콘크리트 건축물이 양생된후에 슬래브 상측에서 상부벽체거푸집(10)의 수직도를 맞추기 위해 수평선상으로 먹줄선을 틔운다음 그 먹줄선에 맞추어 수직도 간격조정판(30)을 좌우로 움직여서 간격을 조정하되 간격조정판(30)양단에 내향지지판(41)을 결합시킨 상태에서 조정하고 지지받침구(20)상측의 받침대(23)중앙에 형성된 고정부(24)의 핀구멍(25)과 간격조정판(30)의 설정된 핀구멍(31)이 대향된 위치에서 걸쇠(32)를 끼워 간격조정판(30)을 고정한다.Subsequently, after the concrete building is cured as shown in FIG. 3, a vertical line is formed on the horizontal line to adjust the verticality of the upper wall formwork 10 at the upper side of the slab, and then the vertically spaced adjustment plate 30 is aligned with the horizontal line. Adjust the gap by moving left and right, but in the state in which the inward support plate 41 is coupled to both ends of the gap adjusting plate 30, the pin hole of the fixing part 24 formed in the center of the base 23 above the support base 20 ( At the position where the pin hole 31 of the gap adjusting plate 30 and 25 are opposed, the latch 32 is fitted to fix the gap adjusting plate 30.

이어서 받침대(23)양단의 높이조절부(26)상면에 벽체거푸집지지구(40)의 외향지지판받침부(44)를 재치시켜 외향지지판(43)의 차단부(45)에 고정핀(46)으로 연결된 보조차단판(47)하단이 받침대(23)에 접촉되어 콘크리트 타설시에 콘크리트가 외부로 흘러내리지 않도록 차단한 다음 쐐기형고정쇠(49)을 차단부(45)와 높이조절부(26)사이에서 밀착되게 끼움으로서 내ㆍ외향지지판(41)(43)으로된 벽체거푸집지지구(40)를 고정상태로 설치할수 있게 되며 그 벽체거푸집지지지구(40)의 내ㆍ외향지지판(41)(43)내에 벽체거푸집(10)하단을 끼워 벽체를 설치할수 있게 된다.Subsequently, the outboard support plate supporting portion 44 of the wall formwork support 40 is placed on the upper surface of the height adjusting portion 26 at both ends of the pedestal 23, and the fixing pin 46 is connected to the blocking portion 45 of the outboard support plate 43. The lower end of the auxiliary blocking plate 47 connected to the base 23 contacts the pedestal 23 so that the concrete does not flow out when the concrete is placed, and then the wedge-shaped stopper 49 blocks the block 45 and the height adjusting part 26. By being in close contact with each other, it is possible to install the wall formwork support 40 made of the inner and outward support plates 41 and 43 in a fixed state, and the inner and outward support plates 41 of the wall formwork support 40. 43, it is possible to install the wall by inserting the bottom of the wall formwork (10).

한편, 아파트등에서는 저층과 고층의 층고높이가 다르게 시동되는바 이에 맞추어 지지받침구(20)의 받침대(23)양단에 형성되는 높이조절부(26)의 높이(h1,h2)에 따라 각기 다른것을 사용하여 층고높이를 조정하게 되며, 높이조절부(26)상면에 벽체거푸집지지구(40)를 재치시킬때 높이조절부(26)의 높이가 달라지게 되면 차단부(45)에 승강되게 고정된 보조차단판(47)이 상하로 가변되어 차단부(45)하부에 자연적으로 차단시키게 된다.On the other hand, in the apartment, etc., the floor heights of the lower floor and the higher floor are started differently according to the height (h 1 , h 2 ) of the height adjusting part 26 formed at both ends of the support 23 of the support base 20. By using different things to adjust the height of the floor, when the height of the height adjusting section 26, the height of the height adjusting section 26 when the mounting support 40 is placed on the block 45 The secondary blocking plate 47 fixed so as to be variable up and down is naturally blocked below the blocking unit 45.

그리고 거푸집해체시에는 간격유지구(11)양단의 절개홈(11a)과 받침대(23)양단의 절개홈(23a)부분에서 절곡하는 수단으로 거푸집에 매입되지 않은 부분을 제거하게 되며, 상기 받침대절개홈(23a)부분절곡시에는 외향지지판(43)이 자중에 의해 보조차단판(47)의 상하안내홈(48)을 따라 낙하되어 외향지지판(43)이 쉽게 분리된다.And when dismantling the form by means of bending at the cutting groove (11a) and the cutting groove (23a) of both ends of the spacing support (11) ends, the portion not embedded in the formwork is removed, the pedestal incision When the groove 23a is partially bent, the outward support plate 43 falls along the top and bottom guide grooves 48 of the auxiliary blocking plate 47 by its own weight, so that the outward support plate 43 is easily separated.

이와같이 된 본 발명은 슬래브거푸집부분에 지지받침구(20)를 설치할때 각목및 못을 사용하거나 수평레벨을 조정하는 종래의 작업공정이 필요치않으면서 간편하고 견고하게 설치할수 있고 지지받침구(20)가 설치된 상태에서 벽체및 슬래브를 구축하여 양생시킨다음 수평선상으로 틔운 먹줄선에 맞추어 수직도간격정판(30)을 좌우로 이동하여 벽체거푸집의 수직도를 간편하게 조정하는 수단으로 받침대(23)에 고정하고받침대(23)양단의 설정된 길이로된 높이조절부(26)에 벽체거푸집지지구 (40)를 재치시켜 고정하는 수단으로 벽체거푸집(10)을 층고높이에 맞추어 간편하게설치할수 있어서 작업능률을 크게 향상시킬수 있고 정밀시공이 가능한 이점이 있다.The present invention as described above can be installed easily and firmly without the need for a conventional work process using the wood and nails or adjusting the horizontal level when installing the support base 20 in the slab formwork and support base 20 Is installed and cured by building walls and slabs, and fixed to pedestal 23 as a means for easily adjusting the verticality of the wall formwork by moving the vertically spaced top plate 30 to the left or right in accordance with the horizontal lines of the ink. The wall formwork 10 can be easily installed according to the height and height of the wall formwork support 40 by mounting and fixing the wall formwork support 40 to the height adjustment part 26 having a set length at both ends. There is an advantage that can be improved and precision construction.

Claims (3)

다층의 콘크리트건축물에서 벽체거푸집(10)과 슬래브거푸집(12)을 조립설치하고 슬래브거푸집(12)부분에 연결부재(A)를 설치하여 상측에 벽체거푸집(10)을 설치할수 있게 한 것에 있어서, 상기 연결부재(A)는 지지받침구(20)와 수직도간격조정판(30)과 벽체거푸집지지구(40)로 구성하되 하단중앙에 협지홈(22)이 형성된 "" 형 지지대(21)와 그 상측에 받침대(23)를 일체로 부착하고 받침대(23)의 중앙상측에 핀구멍(25)을 가진 고정부(24)를 형성하고 양단에 높이조절부(26)가 형성된 지지받침구(20)와; 다수의 핀구멍(31)을 등간격으로 형성하여 설정된 그 핀구멍(31)을 상기 고정부(24)의 핀구멍(25)에 대향시키고 걸쇠(32)로 고정하여 간격조정이 되게한 수직도간격조정판(30)과; 내향지지판(41)과 외향지지판(43)을 구성하되 내향지지판(41)은 수직도간격조정판(30)에 결합되게한 결합부(42)가 형성되고 외향지지판(43)은 중간부분이 수평으로 절곡된 받침부(44)와, 받침부(44)일측에 하향절곡된 차단부(45)를 형성하여 쐐기형고정쇠(49)로 고정할수 있게한 벽체거푸집지지구(40)로 된 것을 특징으로 하는 다층콘크리트 건축물의 연결부재구조In assembling and installing the wall formwork (10) and the slab formwork (12) in the multi-storey concrete building, and installing the connecting member (A) on the slab formwork (12), so that the wall formwork (10) can be installed on the upper side, The connecting member (A) is composed of a support base 20, the vertical spacing adjusting plate 30 and the wall formwork support 40, but the gripping groove 22 is formed at the bottom center. &Quot; The support 23 is integrally attached to the mold support 21 and the upper side thereof, and a fixing part 24 having a pin hole 25 is formed on the center of the pedestal 23, and the height adjusting part 26 is formed at both ends. Support pins 20 formed with a plurality of pin holes 31 formed at equal intervals, the pin holes 31 of which are opposed to the pin holes 25 of the fixing part 24, and the latch 32; A vertical spacing adjusting plate 30 fixed to a gap to adjust the spacing, and an inward supporting plate 41 and an outward supporting plate 43, wherein the inboard supporting plate 41 is coupled to the vertical spacing adjusting plate 30; (42) is formed and the outboard support plate (43) is formed in the middle portion is bent horizontally bent portion 44, and the blocking portion 45 is bent downward on one side of the support portion 44 to form a wedge-shaped fastener (49) Connection member structure of a multi-layered concrete building, characterized in that the wall formwork support 40 to be fixed by 제1항에 있어서, 벽체거푸집지지구(40)의 외향지지판(43)하단에 형성된 차단부(45)에 보조차단판(47)을 고정핀(46)으로 연결하되 보조차단판(47)에 형성된 상하 안내홈(48)에 고정핀(46)이 끼워져서 보조차단판(47)이 승강안내되게 하여서된 다층콘크리트 건축물의 연결부재구조The method of claim 1, wherein the auxiliary blocking plate 47 is connected to the blocking portion 45 formed at the bottom of the outboard support plate 43 of the wall formwork support 40 by a fixing pin 46, but to the auxiliary blocking plate 47. The connecting member structure of the multi-layered concrete building where the fixing pin 46 is inserted into the formed upper and lower guide grooves 48 so that the auxiliary blocking plate 47 is lifted and guided. 다층콘크리트건축물에서 벽체거푸집(10)상측의 간격유지구(11)에 지지대(21)의 협지홈(22)을 끼워 고정하는 지지받침구 설치수단과; 간격조정판(30)을 좌우로 조정하여 지지받침구(20)상측의 받침대(23)에 형성된 고정부(24)의 핀구멍(25)과 수직도간격조정판(30)의 핀구멍(31)을 대향되게 위치시켜 걸쇠(32)로 고정하는 수직도간격조정수단과; 수직도간격조정판(30)양단에 내향지지판(41)을 결합하고 받침대(23)양단의 높이조절부(26)상면에 벽체거푸집지지구(40)의 외향지지판 받침부(44)를 재치시켜 받침부(44)하측은 차단부(45)와 보조차단판(47)에 차단되게 한 다음 차단부(45)와 높이조절부(26)측면사이에 쐐기형고정쇠(49)로 끼워 벽체거푸집지지구를 고정하는 수단으로 됨을 특징으로 하는 다층콘크리트 건축물의 연결부재 설치방법A support base mounting means for fitting the clamping grooves 22 of the support 21 into the gap retaining holes 11 above the wall formwork 10 in the multi-layer concrete building; Adjust the gap adjusting plate 30 to the left and right to adjust the pin hole 25 of the fixing part 24 formed in the base 23 above the support base 20 and the pin hole 31 of the vertical gap adjusting plate 30. Vertical gap adjustment means positioned oppositely and fixed with the clasp 32; The inward support plate 41 is coupled to both ends of the vertical spacing adjusting plate 30, and the outward support plate support part 44 of the wall formwork support 40 is mounted on the top of the height adjusting part 26 at both ends of the pedestal 23. The lower part of the part 44 is blocked by the blocking part 45 and the auxiliary blocking plate 47, and then inserted into the wedge-shaped fixing member 49 between the blocking part 45 and the side of the height adjusting part 26 to form a wall die support. Method for installing the connecting member of the multi-layered concrete building, characterized in that the means for fixing the
KR10-2002-0024603A 2002-05-04 2002-05-04 Structure of connecting support portion of multi-concrete building and its setting process KR100459011B1 (en)

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KR960002477U (en) * 1994-06-27 1996-01-22 Barbecue Cooker for Microwave
KR19990036908U (en) * 1999-01-15 1999-10-05 김광식 A horizontal utensil for a wall mould of the cement concrete building
KR200200923Y1 (en) * 2000-05-18 2000-10-16 박철희 A spacer for concrete slab

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR960002477U (en) * 1994-06-27 1996-01-22 Barbecue Cooker for Microwave
KR19990036908U (en) * 1999-01-15 1999-10-05 김광식 A horizontal utensil for a wall mould of the cement concrete building
KR200200923Y1 (en) * 2000-05-18 2000-10-16 박철희 A spacer for concrete slab

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