KR200187194Y1 - Fixture for form for pillar building - Google Patents

Fixture for form for pillar building Download PDF

Info

Publication number
KR200187194Y1
KR200187194Y1 KR2019970039699U KR19970039699U KR200187194Y1 KR 200187194 Y1 KR200187194 Y1 KR 200187194Y1 KR 2019970039699 U KR2019970039699 U KR 2019970039699U KR 19970039699 U KR19970039699 U KR 19970039699U KR 200187194 Y1 KR200187194 Y1 KR 200187194Y1
Authority
KR
South Korea
Prior art keywords
formwork
bolt
building
wedge
tightening member
Prior art date
Application number
KR2019970039699U
Other languages
Korean (ko)
Other versions
KR19990027116U (en
Inventor
유회경
Original Assignee
유회경
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 유회경 filed Critical 유회경
Priority to KR2019970039699U priority Critical patent/KR200187194Y1/en
Publication of KR19990027116U publication Critical patent/KR19990027116U/en
Application granted granted Critical
Publication of KR200187194Y1 publication Critical patent/KR200187194Y1/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
    • E04G17/00Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/06Tying means; Spacers ; Devices for extracting or inserting wall ties
    • E04G17/065Tying means, the tensional elements of which are threaded to enable their fastening or tensioning
    • E04G17/0655Tying means, the tensional elements of which are threaded to enable their fastening or tensioning the element consisting of several parts

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

본 고안은 건축물의 기둥축조용 거푸집 고정구에 관한 것으로서, 특히 거푸집 외부로 돌출된 횡간볼트에 조임부재를 비스듬히 끼운상태에서 조임부재를 수평으로 이동시키면 조임부재 중앙 양측단에 형성된 암나사가 횡간볼트의 수나사와 치합되어 조임부재가 고정되고 조임부재 일측에 쐐기볼트를 체결한 것으로, 건축물의 기둥을 축조할때 설치되는 거푸집을 강력하게 지탱할 수 있으며, 간편하게 조립 및 해체할 수 있는 특징이 있는 것이다.The present invention relates to a formwork for pillar construction of pillar construction of a building, and in particular, when the tightening member is moved horizontally while the tightening member is inclined to the transverse bolt protruding to the outside of the formwork, the female thread formed at both ends of the center of the tightening member may be a male screw. It is fastened to the fastening member by fastening and fastening the wedge bolt on one side of the fastening member, it can strongly support the formwork installed when constructing the pillar of the building, it is characterized by easy assembly and disassembly.

Description

건축물의 기둥축조용 거푸집 고정구Formwork for Column Construction of Buildings

제1도는 종래의 조임부재에 대한 전체 사시도.1 is an overall perspective view of a conventional tightening member.

제2도는 본 고안의 전체 분해사시도.2 is an exploded perspective view of the present invention.

제3(a)(b)도는 본 고안의 조임부재의 작용상태 단면도로서,3 (a) (b) is a cross-sectional view of the working state of the tightening member of the present invention,

제3(a)의 경우에는 거푸집에 고정된 횡간볼트에 조임부재가 비스듬히 끼워진 상태이고,In the case of the third (a), the fastening member is inserted at an angle to the transverse bolt fixed to the formwork,

제3(b)도의 경우에는 조임부재를 수평으로 이동시켜 횡간볼트의 수나사와 조임부재의 암나사와 치합된 상태에서 쐐기볼트가 체결된 상태이다.In the case of FIG. 3 (b), the wedge bolt is engaged with the male screw of the transverse bolt and the female screw of the tightening member by horizontally moving the tightening member.

제4도는 본 고안에 적용된 쐐기볼트의 다른 실시예에 의한 결합단면도.Figure 4 is a cross-sectional view of the coupling according to another embodiment of the wedge bolt applied to the present invention.

제5도는 본 고안의 사용상태 단면도.5 is a cross-sectional view of the use state of the present invention.

[고안의 목적][Purpose of designation]

본 고안은 건축물의 기둥을 축조할때 설치되는 거푸집을 원형 그대로 유지하기 위하여 거푸집을 고정하는 횡간볼트의 조임부재를 신속하게 고정시킬 수 있는 거푸집의 고정구를 제공하는데 있다.The present invention is to provide a fastener of the formwork that can quickly fasten the fastening member of the transverse bolt to fix the formwork to maintain the formwork installed when building the pillar of the building.

[고안이 속하는 기술분야 및 그 분야 속하는 종래의 기술][Technical field to which the design belongs and conventional technology belonging to the field]

일반적으로 건축물의 기둥을 시멘트 몰탈로 콘크리트하기 위하여 그에 상응하는 거푸집을 만들면서 그 기둥의 형태가 4각형이든, 원형이든 간에 굵은 철사로 결착해서 시멘트 몰탈을 그 거푸집내에 강제적으로 충진하도록 되어있고, 근래에는 제1도에 도시된 바와 같이 거푸집의 중앙부를 횡간볼트(101)에 의하여 관통하도록 하되 그 횡간볼트의 양측단에는 구형의 지지판(102)(102′)을 끼워서 나비너트(103)(103′)로 나사결합 하여 거푸집의 원형을 유지하면서 소정의 시멘트몰탈을 충전해서 건축물의 기둥을 축조하였다.In general, the pillars of the building are made of cement mortar to make the corresponding molds, and the pillars are bounded by coarse wires, whether rectangular or round, to force cement mortar into the molds. As shown in FIG. 1, the center portion of the formwork is penetrated by the transverse bolts 101, and the spherical support plates 102 and 102 'are fitted to both ends of the transverse bolts, thereby providing the butterfly nuts 103 and 103'. The pillars of the building were constructed by filling a predetermined cement mortar while retaining the formwork of the die by screwing them.

그러나 이와 같이 거푸집뒤에 지지판과 나비너트 한조로 횡간볼트에 체결함으로서, 거푸집을 원형 그대로 유지하기 위한 지탱이 취약하며, 나비너트를 횡간볼트에 조립하거나 해체할 때에 선단부터 시작하여 거푸집에 있는 위치까지 나사식으로 회전시켜 조립, 해체함으로서 매우 불편함과 아울러 공기가 연장되는 문제점이 있는 것이다.However, by fastening the transverse bolts to the transverse bolts with a support plate and a set of butterfly nuts behind the formwork, the support for maintaining the form intact is vulnerable. By rotating in the manner of assembly, disassembly is very inconvenient and there is a problem that the air is extended.

[고안이 해결하려는 기술적 과제][Technical Challenges to Solve]

본 고안은 상기와 같은 문제점을 해결하기 위하여 안출한 것으로서, 그 목적으로는 양측의 거푸집을 관통하는 횡간볼트 끝단에 중앙이 경사공으로 형성된 조임 부재를 비스듬히 끼운 상태에서 조임부재를 수평으로 이동시키면 횡간볼트의 수나사와 조임부재 중앙 양단부에 형성된 암나사와 치합하고 조임부재에 체결된 쐐기볼트로 횡간볼트를 고정시킨 상태에서 육각형의 조임부재를 별도의 공구(파이프랜치)로 조이게되면 조임부재가 거푸집 전방으로 전진하면서 거푸집 양단을 고정시키는 것을 제공함에 그 목적이 있는 것이다.The present invention has been devised to solve the above problems, for the purpose of moving the tightening member horizontally in the state in which the tightening member formed by the oblique hole in the center at the end of the transverse bolt penetrating the formwork on both sides at an angle. When the hexagonal fastening member is tightened with a separate tool (pipe trench) while the transverse bolt is fixed with the wedge bolt fastened to the fastening member, the female screw and the female screw formed at both ends of the central fastening member of the fastening member move forward to the formwork. Its purpose is to provide fixing of both ends of the formwork.

[고안의 구성 및 작용][Configuration and Action of Design]

상기 목적을 달성하기 위한 본 고안은 건축물 양측의 거푸집을 관통하는 횡간볼트 장방형의 지지판이 끼워진 것에 있어서, 상기 횡간볼트 끝단에는 경사공을 갖는 조임부재를 끼우고 상기 조임부재의 선단에는 수직의 쐐기공에 쐐기볼트와 너트를 체결하여 횡간볼트를 고정시킨 특징이 있는 것이다.The present invention for achieving the above object is that in the cross plate bolt rectangular support plate penetrating the formwork on both sides of the building, the tightening member having a slant hole is inserted into the end of the cross bolt and the vertical wedge hole at the tip of the tightening member It is characterized by fastening the wedge bolt and the nut to the transverse bolt.

이하, 본 고안을 첨부된 도면을 참고로하여 상세히 설명하면 다음과 같다. 제2도는 본 고안의 전체 분해사시도이고, 제3(a)도는 거푸집에 고정된 횡간볼트에 조임부재가 비스듬히 끼워진 상태이고의 단면도이며, 제3(b)도는 조임부재를 수평으로 이동시켜 횡간볼트의 나사선과 조임부재의 나사선과 치합된 상태에서 쐐기볼트가 체결된 상태이고, 제4도는 본 고안에 적용된 쐐기볼트의 다른 실시예에 의한 결합단면도이며, 제5도는 본 고안의 사용상태 단면도이다.Hereinafter, the present invention will be described in detail with reference to the accompanying drawings. 2 is an exploded perspective view of the present invention, Figure 3 (a) is a cross-sectional view of the tightening member is inserted obliquely to the transverse bolt fixed to the formwork, Figure 3 (b) is a transverse bolt to move the tightening member horizontally Wedge bolt is in a state of being engaged with the screw of the screw and the tightening member of the state, Figure 4 is a cross-sectional view of the coupling according to another embodiment of the wedge bolt applied to the present invention, Figure 5 is a cross-sectional view of the use state of the present invention.

상기 도시된 바와 같이 본 고안은 건축물의 기둥을 축조할 때 설치되는 거푸집(10)에 횡간볼트(11)가 돌출되고 거푸집을 지지하는 장방형의 지지판(15)이 끼워진 것에 있어서, 상기 횡간볼트에 경사공(12a)을 갖는 육각형의 조임부재(12)를 비스듬히 끼우되 상기 경사공의 양단부에는 반원형의 암나사(12c)(12c′)가 비대칭으로 형성하여 경사진 조임부재를 수평 상태로 이동하면 상기 횡간볼트의 수나사(11′)와 암나사가 치합되도록 하고 상기 조임부재 선단에 수직으로 천공된 쐐기볼트(12d)(12d′)체 체결된 쐐기볼트(13)과 너트(14)로 횡간볼트를 고정시키게 되도록 구성된 것이다.As shown in the present invention, the transverse bolt 11 protrudes to the formwork 10 installed when constructing the pillar of the building, and the rectangular support plate 15 supporting the formwork is fitted to the inclined to the transverse bolt. Hexagonal tightening member 12 having a ball 12a is inserted at an angle, but semicircular female screws 12c and 12c 'are asymmetrically formed at both ends of the inclined hole so that the inclined tightening member moves horizontally. The male thread 11 'and the female thread of the bolt are engaged with each other, and the transverse bolt is fixed with the wedge bolt 13 and the nut 14 fastened with a wedge bolt 12d (12d') that is drilled perpendicularly to the tip of the fastening member. It is configured to be.

상기와 같이 구성된 본 고안은 먼저 통상의 방법과 같이 건축물이 기둥을 축조할 때 설치되는 거푸집(10)에 횡간볼트(11)가 돌출된 상태에서 일차 지지판(15)을 끼우고 조임부재(12)의 선단에 수직으로 천공된 일측의 쐐기공(12d)에 쐐기볼트(13)를 끼워 타측의 쐐기공(12d′)으로 이동시키되 상기 쐐기볼트의 끝단이 경사공(12a)에 돌출되지 않도록 체결하고 상기 횡간볼트에 조임부재(12)를 비스듬히 끼운상태에서 조임부재를 수평상태로 이동시키면 조임부재 양단부에 형성된 암나사(12c)(12c′)와 횡간볼트(11)의 수나사(11′)가 치합되고 상기 쐐기볼트와 체결된 너트(14)를 회전시키면 쐐기볼트의 끝단이 횡간볼트의 임의의 수나사 부분을 고정시킨다. 이어서 육각형상의 조임부재를 타공구(예를들면 파이프랜치나, 몽키스패너 등)로 거푸집(10)측으로 회전시켜 조임부재 선단이 완전히 닿게 되면 상기 느슨하게 체결된 쐐기볼트(13)를 너트(14)가 다시한번 조이게 되는 것이다.The present invention configured as described above is fitted with the primary support plate 15 in the state in which the transverse bolt 11 protrudes into the formwork 10 installed when the building is constructed in the same manner as in the conventional method, and the fastening member 12. Insert the wedge bolt 13 into the wedge hole 12d of one side vertically perforated to the end of the wedge hole (12d ') of the other side and fasten so that the end of the wedge bolt does not protrude into the inclined hole (12a) When the tightening member is moved horizontally in the state where the tightening member 12 is obliquely inserted into the transverse bolt, the female screws 12c (12c ') formed at both ends of the tightening member and the male thread 11' of the transverse bolt 11 are engaged. Rotating the nut 14 engaged with the wedge bolt secures the end portion of the wedge bolt to any male screw of the transverse bolt. Subsequently, the hexagonal tightening member is rotated to the formwork 10 with another tool (for example, a pipe wrench, a monkey spanner, etc.). When the tip of the tightening member is completely in contact with the nut 14, the loosely fastened wedge bolt 13 is closed. Tighten once again.

[고안의 효과][Effect of design]

이상에서 설명한 바와 같이 본 고안은 조임부재를 횡간볼트에 신속하게 끼운 다음 거푸집 측으로 조임부재 자체를 나사식으로 이동시켜 쐐기볼트로 고정시킴으로서, 거푸집의 지탱력이 강력하고, 거푸집에 있는 횡간볼트의 위치까지 조임부재를 결착할 수 있도록 하여 조립 및 해체 작업이 용이함과 아울러 공기를 단축할 수 있는 효과가 있다.As described above, the present invention is to fasten the fastening member to the transverse bolt, and then fasten the fastening member itself to the formwork side and fix it with wedge bolts, the bearing force of the formwork is strong, the position of the transverse bolt in the formwork By allowing the fastening member to be attached, the assembly and dismantling work is easy and the air can be shortened.

Claims (2)

건축물 양측의 거푸집을 관통하는 횡간볼트에 지지판이 끼워진 것에 있어서, 상기 횡간볼트 끝단에는 경사공을 갖는 조임부재를 끼우고 상기 조임부재의 선단에는 수직의 쐐기공에 쐐기볼트와 너트를 체결하여 횡간볼트를 고정시킨 것을 특징으로 하는 건축물의 기둥축조용 거푸집 고정구.In the support plate is fitted to the transverse bolts penetrating the formwork on both sides of the building, the fastening member having the inclined hole is fitted to the end of the transverse bolt, and the wedge bolt and nut are fastened to the vertical wedge hole at the end of the fastening member. Formwork for pillar construction of the building, characterized in that the fixing. 상기 쐐기공에 체결되는 쐐기볼트의 상부에는 너트가 형성하고 하부에는 볼트로 형성된 것을 특징으로 하는 건축물의 기둥축조용 거푸집 고정구.Formwork fixture for pillar construction of the building, characterized in that the nut is formed on the upper portion of the wedge bolt fastened to the wedge hole and formed by a bolt at the bottom.
KR2019970039699U 1997-12-23 1997-12-23 Fixture for form for pillar building KR200187194Y1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR2019970039699U KR200187194Y1 (en) 1997-12-23 1997-12-23 Fixture for form for pillar building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR2019970039699U KR200187194Y1 (en) 1997-12-23 1997-12-23 Fixture for form for pillar building

Publications (2)

Publication Number Publication Date
KR19990027116U KR19990027116U (en) 1999-07-15
KR200187194Y1 true KR200187194Y1 (en) 2000-07-01

Family

ID=19517950

Family Applications (1)

Application Number Title Priority Date Filing Date
KR2019970039699U KR200187194Y1 (en) 1997-12-23 1997-12-23 Fixture for form for pillar building

Country Status (1)

Country Link
KR (1) KR200187194Y1 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100360296B1 (en) * 1999-11-22 2002-11-08 송승희 Method and derice for securing sliding form
CN109184203A (en) * 2018-10-15 2019-01-11 中建四局第三建筑工程有限公司 A kind of Fast Installation Screw arbor with nut at both-ends across framework of steel reinforcement

Also Published As

Publication number Publication date
KR19990027116U (en) 1999-07-15

Similar Documents

Publication Publication Date Title
CN102076919B (en) System consisting of sections and junction elements for forming load-bearing structures
KR200187194Y1 (en) Fixture for form for pillar building
JP2559813Y2 (en) Sprinkler mounting fixture
KR100663730B1 (en) Fixing device for pillar Euroform
KR200159182Y1 (en) Device for tying a concrete form
JPH0735924Y2 (en) Pillar mounting material
JPS59410Y2 (en) construction brace
JPS6339014Y2 (en)
KR200354094Y1 (en) Separator for prefabricated panel
JPH11311022A (en) Form locking tool and form building-up method
KR200410226Y1 (en) A tool fastening and unfastening nut to volt
KR200406105Y1 (en) A Set Anchor
KR102196115B1 (en) Erection fixture for Connector fo Easy to adjust the angle
KR200326558Y1 (en) Forms connector for retaining wall
KR960008848Y1 (en) Bracket for fastening scaffolds
KR200319693Y1 (en) Joint of pillar and beam
KR200277911Y1 (en) Concrete form connect tool for underground breast wall
KR100511101B1 (en) Joint of pillar and beam
KR200182841Y1 (en) Apparatus for fixing mold
JPS6341450Y2 (en)
JPH11107385A (en) Fixing tool for construction
KR200241334Y1 (en) Jointer for dome-structure
JPH0430049A (en) Bonding tool for precast concrete member
KR200196711Y1 (en) Fixture for form
JP2002047736A (en) Tenon bar member

Legal Events

Date Code Title Description
A201 Request for examination
E701 Decision to grant or registration of patent right
REGI Registration of establishment
FPAY Annual fee payment

Payment date: 20030418

Year of fee payment: 4

LAPS Lapse due to unpaid annual fee