KR0152383B1 - Device for connecting wall-forms - Google Patents

Device for connecting wall-forms

Info

Publication number
KR0152383B1
KR0152383B1 KR1019950027979A KR19950027979A KR0152383B1 KR 0152383 B1 KR0152383 B1 KR 0152383B1 KR 1019950027979 A KR1019950027979 A KR 1019950027979A KR 19950027979 A KR19950027979 A KR 19950027979A KR 0152383 B1 KR0152383 B1 KR 0152383B1
Authority
KR
South Korea
Prior art keywords
wall
bolt
clip
foam
upper side
Prior art date
Application number
KR1019950027979A
Other languages
Korean (ko)
Other versions
KR970011232A (en
Inventor
김재연
Original Assignee
김재연
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 김재연 filed Critical 김재연
Priority to KR1019950027979A priority Critical patent/KR0152383B1/en
Publication of KR970011232A publication Critical patent/KR970011232A/en
Application granted granted Critical
Publication of KR0152383B1 publication Critical patent/KR0152383B1/en

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/36Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
    • E04G11/48Supporting structures for shutterings or frames for floors or roofs
    • E04G11/50Girders, beams, or the like as supporting members for forms
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/36Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
    • E04G11/48Supporting structures for shutterings or frames for floors or roofs
    • E04G11/50Girders, beams, or the like as supporting members for forms
    • E04G2011/505Girders, beams, or the like as supporting members for forms with nailable or screwable inserts

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

본 발명은 클립의 보울트 삽입부를 월폼 상측의 보강대 밖으로 돌출된 보울트에 삽입한후 고정쇄기를 박이므로서 슬라이브폼과 월폼을 동시에 설치하므로서 벽 및 슬라브를 도이에 타설할 수 있는 월폼(Wall Form) 상측 연결장치에 관한 것이다. 월폼의 합판 상측의 보강대 밖으로 보울트를 돌출시키는 한편, 상기 보울트에는 상측이 개방된 보울트삽입부가 형성된 클립의 안착부을 삽입한 후, 클립의 보울트 삽입부 양쪽에 형성된 쇄기삽입부에 고정쇄기를 박아 클립을 고정하고, 상기 클립 상측의 각재안착부에는 슬라브폼과 연결되는 각재를 삽입 고정한 상태를 나타낸다.The present invention inserts the bolt insertion portion of the clip into the bolt protruding out of the reinforcement on the upper side of the wall foam, and then installs the slide foam and the wall foam at the same time while fixing the clamping machine, and the wall and the slab can be placed on the wall (Wall Form) It relates to an upper connection device. While protruding the bolt out of the reinforcement on the upper side of the plywood of the walfoam, while inserting the seating portion of the clip with the upper portion of the bolt insertion portion open to the bolt, the clip is inserted into the wedge insertion portions formed on both sides of the bolt insertion portion of the clip. It is fixed, and the angle member mounting portion on the upper side of the clip shows a state in which the angle material connected to the slab foam is inserted and fixed.

Description

월폼(Wall Form) 상측 연결장치Wall Form Upper Connector

제1도는 본 발명의 연결장치를 도시한 사시도.1 is a perspective view showing a connecting device of the present invention.

제2도는 제1도의 A-A선 단면도.2 is a cross-sectional view taken along the line A-A of FIG.

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

2 : 월폼(Wall Form) 3 : 슬라브폼2: Wall Form 3: Slab Form

4 : 합판 6: 보강대4: plywood 6: reinforcement

8 : 보울트 10 : 관통홈8: Bolt 10: Through Groove

12 : 너트 14 : 분할핀12 Nut 14 Split Pin

16 : 각재 20 : 클립16: lumberjack 20: clip

22 : 각재안착판 24 : 측판22: seating plate 24: side plate

26 : 경사판 27 : 세로대26: inclined plate 27: vertical stand

28 : 지지벽 29 : 연결판28: support wall 29: connecting plate

30 : 쇄기삽입부 32 : 고정쇄기30: wedge insertion unit 32: fixed wedge

34 : 보울트삽입부34: bolt insertion part

본 발명은 월폼(Wall Form) 상측 연결장치에 관한 것으로, 특히 클립의 보울트 삽입부를 월폼 상측의 보강대 밖으로 돌출된 보울트에 삽입한 후 고정쇄기를 박으므로서 슬라브품과 월품을 동시에 설치하므로서 측벽 및 슬라브를 동시에 타설할 수 있는 월폼(Wall Form) 상측 연결장치에 관한 것이다.The present invention relates to a wall form upper connection device, and in particular, the side wall and the slab are installed at the same time by installing the slab product and the moon product by inserting the bolt insertion portion of the clip into the bolt protruding out of the reinforcement on the upper side of the wall form and then fixing the fixing machine. It relates to a wall form (Wall Form) upper connection device that can be poured at the same time.

일반적으로 거푸집(폼)은 벽을 형성하기 위한 벽응 거푸집(Wall Form)을 설치한 후 슬라브용 거푸집(이하 슬라브 폼이라 한다)을 설치하여, 해체 또는 건축법에 규정되어 있는 거푸집의 존치기간 때문에 월폼을 해체한 후 슬라브 폼을 해체한다.In general, the form (form) is a wall form for the wall to form a wall form (wall slab form) (hereinafter referred to as slab form) after installing the wall form to form a wall form due to the endurance period of the form or dismantling After dismantling, dismantle the slab foam.

종래에 널리 사용되고 있는 유로 폼(Euro-Form)은 그 크기(통상적으로 600×1200)가 적어 벽면을 형성하기 위하여 여러장의 패널을 연결하여 사용하여야 하므로, 공사기간이 길어지고 인건비등이 많이 소요되는 문제점이 있다.Euro-Form, which is widely used in the past, has a small size (typically 600 × 1200), so that several panels must be connected to form a wall, and thus, a long construction period and labor costs are required. There is a problem.

따라서 최근에는 합판에 적당간격으로 형성되어 있는 철재 바(Steel-Bar)와 레치를 조립하여 사용되는 레치시스템 폼(Latch System Form)과 두꺼운 합판을 단판으로 구성하여 사용되는 스냅타이 콘크리트 폼 시스템(Snap Tie Concrete Forming System)등이 널리 이용되고 있다.Therefore, in recent years, the Latch System Form used by assembling steel bars and latches formed at appropriate intervals on plywood, and the snap tie concrete foam system used by constructing thick plywood into single plates Tie Concrete Forming System) is widely used.

그러나 이러한 단판으로 구성되는 벽용 거푸집들은 슬라브와 동시에 시공할 수 있는 월폼의 상부 연결장치가 없으므로 현재 까지 벽 따라 슬라브 따로 시공되고 있는 것이다. 이와같이 단판으로 구성되는 종래의 월폼을 이용한 벽 및 슬라브 공사과정을 보다 구체적으로 설명하면, 콘크리트 벽을 형성하기 위한 월폼을 다수의 지지대로 고정하여 설치한 후, 월폼 상호간에 형성되는 콘크리트 벽의 두께 만큼 거리를 두어 폼 타이로 고정시켜 콘크리트를 타설하여 충분히 양생 시킨다.However, since the wall formwork composed of such a single plate does not have an upper connection device of the wall foam which can be installed at the same time as the slab, so far, the slabs are constructed separately along the wall. As described in more detail the wall and slab construction process using a conventional walfoam consisting of a single plate in this way, after fixing the walfoam for forming a concrete wall with a plurality of supports, as much as the thickness of the concrete wall formed between the walfoam Leave it at a distance and fix it with foam ties to cure concrete sufficiently.

다음, 콘크리트 벽에 설치된 월폼을 모두 철거한 후 벽면의 상측에 슬라브를 타설하기 위하여 동바리로 지지되는 슬라브 폼을 설치하고 재차 콘크리트를 타설하여 충분히 양생 시켜 완성 하는 것이므로, 많은 인력이 투입될 뿐만 아니라 공사기간이 길어지는 등의 문제점이 있는 것이다.Next, after removing all the wall foam installed on the concrete wall, the slab foam supported by the copper bar is installed in order to pour the slab on the upper side of the wall, and the concrete is laid again to fully cure. There is a problem such as a longer period.

이에 본 발명은 상기와 같은 제반문제점을 해소하기 위하여 안출된 것으로, 월폼 상측과 슬라브폼 사이에 서로 연결시키는 클립을 끼워 월폼과 슬라브폼을 동시에 설치시켜 벽 및 슬라브를 함께 타설하여 거푸집이 설치 시간을 줄이고 작업 효율을 향상시킨 월폼(Wall Form) 상측 연결장치를 제공함에 목적이 있다.Therefore, the present invention was devised to solve the above-mentioned problems, by inserting the clips connecting the wall form between the upper side and the slab form the wall form and slab form at the same time to install the wall and slab together to form the installation time The purpose of the present invention is to provide a wall form upper connecting device which reduces and improves work efficiency.

상기와 같은 목적을 달성하기 위한 본 발명은 월폼이 합판 상측의 보강대 밖으로 보울트를 돌출시키는 한편, 상기 보울트에는 상측이 개방된 보울트삽입부가 형성된 클립의 안착부를 삽입한 후, 클립의 보울트 삽입부 양쪽에 형성된 쇄기삽입부에 고정쇄기를 박아 클립을 고정하고, 상기 클립 상측의 각재안착부에는 슬라브폼과 연결되는 각재를 삽입 고정한 상태를 나타낸다.According to the present invention for achieving the above object, the wall foam protrudes the bolt out of the reinforcement of the upper plywood, while the bolt is inserted into the seating portion of the clip formed with the bolt insertion portion is open on the upper side, both sides of the bolt insertion portion of the clip Fixing the clip by fixing a fixed wedge to the formed wedge insertion portion, and shows the state in which the angle material connected to the slab foam is inserted and fixed to the angle member seating portion of the upper portion of the clip.

이하 본 고안을 첨부된 도면에 의해 상세히 설명하면 다음과 같다.Hereinafter, the present invention will be described in detail with reference to the accompanying drawings.

제1도는 본 발명의 클립을 도시한 것으로, 클립(20)의 상측에는 각재 안착판(22)을 형성하여 그 전방에는 측판(24)과 경사판(26)과 지지벽(28)을 일체로 설치하고, 상기 경사판(26)의 중앙을 절개시킨 세로대(27)는 각재안착판(22) 저면에 용접고정하는 한편, 상기 각재안착판(22) 후방에는 연결판(29)을 설치하여 연결판(28) 전면 상측에는 고정쇄기(32)를 삽입할 수 있는 쇄기 삽입부(30)을 형성하고, 상기 쇄기 삽입부(30)의 중아에는 월폼(2)의 보강대(6) 외측으로 돌출된 보울트(8)가 삽입될 수 있는 상측이 개방된 보울트 삽입부(34)를 형성한 것이다.1 shows a clip of the present invention, in which a shell mounting plate 22 is formed on an upper side of the clip 20, and a front side plate 24, an inclined plate 26, and a support wall 28 are integrally installed in front of the clip 20. In addition, the longitudinal stand 27 in which the center of the inclined plate 26 is cut is fixed to the bottom of the angular seating plate 22, while the connecting plate 29 is installed at the rear of the angular seating plate 22 to connect the connecting plate ( 28 is formed on the front side of the wedge inserting portion 30 into which the fixed wedges 32 can be inserted, and the middle of the wedge inserting portion 30 protrudes out of the reinforcement 6 of the walfoam 2 ( It is to form a bolt insertion portion 34, the upper side of which 8) can be inserted.

제2도는 본 발명이 연결장치의 장착상태를 도시한 단면도로서, 월폼(Wall Form)의 합판(4) 전면에는 다수의 보강대(6)를 횡방향으로 설치하여 제일 상측 보강대(6)의 합판(4) 배면에는 자리파기가된 관통홀(10)을 천공하여 이 관통홀(10)에는 보울트(8)를 삽입하고, 보울트(8) 끝단에는 너트(12)를 체결한 후 풀리방지 분할 핀(14)을 보울트(8) 끝단에 삽입고정하며, 상기 보울트(8)에는 상기 클립(20)의 연결판(29) 중앙에 형성된 보울트 삽입부(34)를 아래서 위로 밀어 삽입한 후 연결판(29)의 보울트삽입부(34) 양측의 쇄기 삽입부(30)에 고정쇄기(32)를 박아 클립을 고정한 것이다. 한편, 상기 클립(20) 상측의 각재 안착판(22)에는 슬라브폼(2)과 연결된 각재(16)를 설치한 상태를 나타낸다.2 is a cross-sectional view showing a mounting state of the connecting device according to the present invention, in which a plurality of reinforcing bars 6 are installed in the transverse direction on the front face of the plywood 4 of the wall form (Wall Form). 4) Punch a through hole 10 formed on the back, and insert the bolt 8 into the through hole 10, and tighten the nut 12 to the end of the bolt 8, and then prevent a pulley prevention split pin ( 14) is fixed to the end of the bolt (8), the bolt (8) is inserted into the bolt insertion portion 34 formed in the center of the connecting plate 29 of the clip 20 from the bottom up and then inserted into the connecting plate (29) The bolt is inserted into the wedge inserting portion 30 on both sides of the bolt insertion portion 34 of the) to fix the clip. On the other hand, the angle member seating plate 22 on the upper side of the clip 20 shows a state in which the angle member 16 connected to the slab form (2) is installed.

이와 같이 구성된 본 발명의 작용효과를 설명하면 다음과 같다.Referring to the effects of the present invention configured as described above are as follows.

제1도 및 제2도에 도시된 바와 같이, 월폼(2)의 상측과 슬라브폼(3)을 동시에 연결하는 것으로서 연결순서는 먼저, 벽을 만들기 위한 월폼(2)을 압설하고, 이 월폼(2) 상측의 보강대(6)에 돌출된 보울트(8)에는 클립(20)의 연결판(29) 상측이 개방된 보울트 삽입부(34)를 아래에서 위로 밀어 삽입하며, 상기 삽입된 클립(20)의 연결판(29) 전면이 양측에 형성된 쇄기삽입부(30)로 고정쇄기(32)를 헤머로 박아 클립(20)이 아래로 떨어지지 않도록 고정하는 한편, 상기와 같이 고정된 클립(20)의 각재 안착부(22)에는 슬라브폼과 연결되는 각재(16)를 삽입 고정시키게 되는 것이다.As shown in FIG. 1 and FIG. 2, the connection sequence is the same as connecting the upper side of the wall form 2 and the slab form 3 at the same time. First, the wall form 2 for making a wall is squeezed, and this wall form ( 2) The bolt 8 protruding from the reinforcing bar 6 of the upper side is inserted into the bolt inserting part 34 of which the upper side of the connecting plate 29 of the clip 20 is opened from the bottom, and inserted into the inserted clip 20. The fixing plate 32 is hammered by the hammer inserting portion 30 formed at both sides of the connecting plate 29 of the front side with a hammer to fix the clip 20 so as not to fall down, and the clip 20 fixed as described above. The horn member seating portion 22 is to be fixed to insert the horn member 16 is connected to the slab form.

또한, 월폼(2)과 슬라브폼(3)의 고정위치는 월폼(2)이 상측으로 슬라브폼(3)이 설치되므로서 슬라브폼(3)을 받치고 있는 동바리를 해체하지 않고도 상기 월폼(2) 상측에 고정된 클립(20)의 쇄기(32)를 분리시킨 후, 바로 클립(20)을 아래로 당겨 월폼에서 클립을 이탈시킨다. 그후 슬라브폼(3)은 그대로 유지시키고 먼저 월폼(2)을 분리시켜 상층의 벽 작업시 상기 월폼(2)을 사용할 수 있도록 된 것이다.In addition, the fixed position of the wall foam (2) and the slab foam (3) is the wall foam (2) is installed above the slab foam (3) is installed, the wall foam (2) without dismantling the copper bar supporting the slab foam (3) After separating the wedge 32 of the clip 20 fixed to the upper side, the clip 20 is pulled down immediately to release the clip from the walfoam. After that, the slab foam 3 is kept intact, and the first wall foam 2 is separated so that the wall foam 2 can be used when the upper wall is worked.

상기와 같은 본 발명은 월폼 상측과 슬라브폼을 클립으로 서로 연결시켜 벽 및 슬라브를 동시에 타설시켜 벽 및 슬라브의 거푸집 공사시 작업시간을 줄이고, 작업 효율을 극대화 시키는 효과가 있다.The present invention as described above has the effect of maximizing the work efficiency, reducing the work time during the formwork of the wall and the slab by simultaneously connecting the wall form and the slab foam to the wall and slab at the same time.

Claims (1)

월폼(Wall Form)(2)의 합판(4) 전면에는 다수의 보강대(6)를 횡방향으로 설치하여 상측 보강대(6)의 합판(4) 배면에는 자리파기를 한 관통홀(10)을 천공하고, 이 관통홀(10)에는 보울트(8)를 삽입하여 보울트(8) 끝단에는 너트(12)를 체결한 후, 너트(12)가 이탈되지 않도록 분할핀(14)을 박는 한편, 상기 보강대(6)의 돌출 보울트(8)에는 클립(20)을 고정하는 것으로, 클립(20)의 상측에는 각재 안착판(22)을 형성하여 그 전방에는 측벽(24)과 경사판(26)과 지지벽(28)을 일체로 설치하고, 상기 경사판(26)의 중앙에 세로대(27)를 설치시켜 각재 안착판(22)의 저면에 연결하며, 상기 각재안착판(22) 후방에는 전면 상측에 고정쇄기(32)가 삽입되는 쇄기삽입부(30)를 양쪽에 형성하여 그 중앙에는 상기 보강대(6)의 외측으로 돌출된 보울트(8)를 삽입하는 상측이 개방된 보울트삽입부(34)를 형성한 것을 특징으로 하는 월폼(Wall Form) 상측 연결장치.A plurality of reinforcing rods 6 are installed in the transverse direction on the front of the plywood 4 of the wall form 2, and a perforation through-hole 10 is formed in the back of the plywood 4 of the upper reinforcing rod 6. The bolt (8) is inserted into the through hole (10), the nut (12) is fastened to the end of the bolt (8), and the split pin (14) is pushed so that the nut (12) is not separated, while the reinforcing bar ( 6, the clip 20 is fixed to the protruding bolt 8, and the seating plate 22 is formed on the upper side of the clip 20, and the side wall 24, the inclined plate 26, and the support wall (front) 28) are integrally installed, and a longitudinal stand 27 is installed at the center of the inclined plate 26 to be connected to the bottom surface of the lumber mounting plate 22, and the back of the lumber mounting plate 22 is fixed to the upper side of the front fixing plate ( 32 is inserted into the wedge inserting portion (30) is formed on both sides of the bolt insertion portion 34 of the upper side to insert the bolt 8 protruding outward of the reinforcement (6) in the center Wolpom, characterized in that the form (Form Wall) an upper connection device.
KR1019950027979A 1995-08-31 1995-08-31 Device for connecting wall-forms KR0152383B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1019950027979A KR0152383B1 (en) 1995-08-31 1995-08-31 Device for connecting wall-forms

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1019950027979A KR0152383B1 (en) 1995-08-31 1995-08-31 Device for connecting wall-forms

Publications (2)

Publication Number Publication Date
KR970011232A KR970011232A (en) 1997-03-27
KR0152383B1 true KR0152383B1 (en) 1998-10-15

Family

ID=19425435

Family Applications (1)

Application Number Title Priority Date Filing Date
KR1019950027979A KR0152383B1 (en) 1995-08-31 1995-08-31 Device for connecting wall-forms

Country Status (1)

Country Link
KR (1) KR0152383B1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102318099B1 (en) 2021-04-09 2021-10-27 미래테크(주) Slab foam support for slab installation

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102318099B1 (en) 2021-04-09 2021-10-27 미래테크(주) Slab foam support for slab installation

Also Published As

Publication number Publication date
KR970011232A (en) 1997-03-27

Similar Documents

Publication Publication Date Title
US3288427A (en) Assemblable formwork for reinforced concrete structures
KR100189216B1 (en) Sectional steel house and the executing method thereof
WO2009025421A1 (en) Structure constructed using precast members and method of constructing the same
KR0152383B1 (en) Device for connecting wall-forms
US5676874A (en) Floor form assembly and apparatus used therewith
JPH09324433A (en) Reinforcing work method for existing earth retaining slope regarding cut face slope or the like
US6113060A (en) Tie for concrete wall forms
JPH09165924A (en) Reinforcing method of existing beam
WO2001066880A1 (en) Form assembly for pouring concrete beams
JPH0754361A (en) Construction method of wall for slope face, building, or the like, and built-up reinforcement used therefor
JP3321670B2 (en) Mold setting equipment for ready-mixed concrete
JP2905164B2 (en) Indentation fixing method of compressed PC steel bar
JPH0247461A (en) Execution of tiled wall
JPH09268708A (en) Separator with retaining metal tool for reinforcements
JP3874576B2 (en) Construction method of gutter lining plate on farm road
JPH10184004A (en) Construction method for shuttering for structure
JP2001098684A (en) Structure for fixing form
JP2000129692A (en) Form support structure
JPH10140828A (en) Enrooting metal fitting for concrete form and method for enrooting concrete form by using the same
KR0152384B1 (en) Leveling device for wall forms
JPS6195127A (en) Concrete formwork process
IL137268A (en) Multipurpose modular concrete form
JP2942370B2 (en) Formwork method for vertical joints such as reinforced concrete beams and walls and guide metal fittings used in this method
JPH10219894A (en) Concrete formwork structure
JPH09296463A (en) Construction method of l-shaped retaining wall corner

Legal Events

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

Payment date: 20050621

Year of fee payment: 8

LAPS Lapse due to unpaid annual fee