KR20100008614U - tighten sphere pillar model frame concrete - Google Patents

tighten sphere pillar model frame concrete Download PDF

Info

Publication number
KR20100008614U
KR20100008614U KR2020090001949U KR20090001949U KR20100008614U KR 20100008614 U KR20100008614 U KR 20100008614U KR 2020090001949 U KR2020090001949 U KR 2020090001949U KR 20090001949 U KR20090001949 U KR 20090001949U KR 20100008614 U KR20100008614 U KR 20100008614U
Authority
KR
South Korea
Prior art keywords
hole
connector
wall
mold
tighten
Prior art date
Application number
KR2020090001949U
Other languages
Korean (ko)
Other versions
KR200464075Y1 (en
Inventor
장윤근
Original Assignee
주식회사 신영
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 주식회사 신영 filed Critical 주식회사 신영
Priority to KR2020090001949U priority Critical patent/KR200464075Y1/en
Publication of KR20100008614U publication Critical patent/KR20100008614U/en
Application granted granted Critical
Publication of KR200464075Y1 publication Critical patent/KR200464075Y1/en

Links

Images

Classifications

    • 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
    • E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
    • E04G13/02—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor
    • 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
    • E04G17/047—Connecting or fastening means for metallic forming or stiffening elements, e.g. for connecting metallic elements to non-metallic elements simultaneously tying two facing forms

Abstract

본 고안은 콘크리트 기둥을 건축할 때 사용하는 형틀 조임구에 관한 것으로서, 형틀 외면에 설치하여 세로 마주보는 조임부재 양단간에 턴버클 형태로 된 연결구를 접속시켜서 턴버클 본체를 회전시키는 수단으로 조임과 해제가 간편하게 이루어지고 조임부재인 구조가 간편하게 되어 관리와 사용이 편리하도록 만든 콘크리트 기둥 형틀 조임구이다.The present invention relates to a mold clamping tool used when building a concrete column, and is installed on the outer surface of the mold and connects a turnbuckle-shaped connector between both ends of the clamping member so that the fastener can be fastened and released easily. It is made of concrete column mold fastener made of simple and fastening member to make it easy to manage and use.

턴버클본체, 미끄럼방지돌조, 조임구 Turnbuckle body, non-slip protrusion, fastener

Description

콘크리트 기둥 형틀 조임구{tighten sphere pillar model frame concrete}Tighten sphere pillar model frame concrete

본 고안은 콘크리트 기둥을 건축할 때 사용하는 형틀 조임구에 관한 것인데 보다 구체적인 것은 형틀을 조여 주기 위해 형틀외면에 설치하는 조임부재에서 세로 대향하는 조임부재 양간에 턴버클 형태로된 연결구를 접속하여 조임과 해제가 간편하게 한 것이다.The present invention relates to a mold clamping tool used when building a concrete column, and more specifically, to a clamping member which is installed on the outer surface of the mold to tighten the mold, and connects a turnbuckle-shaped connector between the two opposing clamping members. It is easy to release.

콘크리트 기둥은 기둥형상에 따라 형틀을 조립하고 콘크리트 즙액을 형틀내에 주입하여 응고시키는 공법으로 건축하기 때문에 콘크리트 즙액이 응고될 동안 형틀이 이완되거나 변형되지 않도록 형틀을 안정시키는 형틀조임기구가 사용되고 있으며, 형틀조임구는 조임과 해체가 편리하도록 조립식으로 구성되고 있다.Concrete pillars are constructed by the method of assembling the mold according to the column shape and injecting the concrete juice into the mold to solidify the mold, so that the mold clamping mechanism is used to stabilize the mold so that the mold is not relaxed or deformed while the concrete juice is solidified. Fasteners are prefabricated to facilitate fastening and disassembly.

그러나 종래의 형틀 조임구는 조임부재의 일측에 가동부재를 결합하여 볼트 또는 쇄기편으로 가동부재를 신축시켜서 조임과 해체를 달성하기 때문에 조임부재의 구조가 복잡하고 조작도 번거로워 사용이 불편한 결점이 있었다.However, the conventional mold clamping device has a defect in that the structure of the tightening member is complicated and the operation is cumbersome because the tightening and dismantling is achieved by coupling the movable member to one side of the tightening member to expand and contract the movable member with bolts or chain pieces.

본 고안은 위와 같은 종래의 불편을 해소시키기 위해 개발된 것이다.The present invention has been developed to solve the above conventional inconvenience.

본 고안은 형틀 외면에 설치하여 세로 마주보는 조임부재 양단간에 턴버클 형태로 된 연결구를 접속시켜서 턴버클 본체를 회전시키는 수단으로 조임과 해제가 간편하게 이루어지고 조임부재인 구조가 간편하게 되어 관리와 사용이 편리하도록 만든 것이다.The present invention is installed on the outer surface of the mold to connect the turnbuckle-shaped connector between both ends of the fastening member facing each other, the means for rotating the turnbuckle main body is easy to tighten and release, and the fastening member structure is easy to manage and use for convenience It is made.

이와 같이 돈 본 고안은 콘크리트형틀(6)의 이완을 방지하기 위해 콘크리트 형틀(6)의 외면에 설치하는 조임부재(5)중에서 서로 대향하는 조임부재의 양단을 턴버클본체(1)의 양측에 형성된 왼나사구멍(2)과 오른나사구멍(2a)에 각각 나사조립된 왼나사봉(3)와 오른나사봉(4)에 연결구(3a)(4a)를 고정한 턴버클형태의 조임구를 사용하여 조임과 해제를 달성시키기 때문에 턴버클본체를 조임방향으로 회전시키면 양측의 연결구(3a)(4a)가 동시에 당겨져서 조임부재(5) 양단이 긴장되고 턴버클 본체를 반대 방향으로 회전시키면 연결구(3a)(4a)간격이 벌어져서 이완이 되므로 조임과 해제가 편리하게 달성되는 이점이 있고, 구조가 간단하여 제작과 사용관리가 간편하게 되는 이점이 있다.In this way, the present invention is formed on both sides of the turnbuckle body 1 at both ends of the fastening members facing each other among the fastening members 5 installed on the outer surface of the concrete mold 6 in order to prevent the relaxation of the concrete mold 6 Tightening and releasing using a turnbuckle-type fastener that secures the connectors 3a and 4a to the left screw rod 3 and the right screw rod 4, respectively, screwed into the left screw hole 2 and the right screw hole 2a. When the turnbuckle body is rotated in the tightening direction, both ends of the connector 3a, 4a are pulled at the same time so that both ends of the tightening member 5 are tensioned. There is an advantage that the tightening and releasing is easily achieved because it is loosened, and the structure is simple and the production and use management is simplified.

또한, 본 고안의 연결구(3a)(4a)에는 내면에 볼록돌기(3b)(4b)를 형성하고 이와 접촉하는 조임부재(5)에 외벽의 구멍(5a)을 형성하면 조임작업시 조임부재(5)가 휘어져서 연결구가 미끄러지는 것을 방지할 수 있으며, In addition, in the connector (3a) (4a) of the present invention to form convex protrusions (3b) (4b) on the inner surface and to form a hole (5a) of the outer wall in the fastening member 5 in contact with the fastening member ( 5) can be bent to prevent the connector from slipping,

또한, 연결구는 조임부재의 외면에 씌워지도록 관체 형상으로 만들거나 도 9에서와 같이 조임부재(5)에 구멍(5b)을 관통하여 외벽에 걸리도록 갈퀴형상으로 만들 수 있어서, 조임부재의 형상에 대응하도록 제작할 수 있는 이점이 있고, 턴버클본체(1)에 미끄럼방지돌조(1a)를 공사 현장에서 편리하게 사용할 수 있게 형성하거나 구멍(1b)을 뚫어 핸들바(1c)를 끼울 수 있으므로 활용하기 좋은 이점을 얻을 수 있는 것이다.In addition, the connector can be made into a tubular shape to be covered on the outer surface of the tightening member, or as a rake to penetrate the outer wall through the hole (5b) in the tightening member 5 as shown in Figure 9, so that the shape of the tightening member There is an advantage that can be manufactured to correspond, and the anti-slip protrusion (1a) to the turnbuckle body (1) can be conveniently used at the construction site, or the handle bar (1c) can be fitted through the hole (1b), which is good to use You can get this.

본 고안은 파이프 형상으로 되어 중앙부 표면에 미끄럼방지돌조(1a)와 구멍(1b)이 형성된 턴버클본체(1)의 양단에 나사방향이 서로 다른 왼나사구멍(2)과 오른나사구멍(2a)을 형성하여 왼나사봉(3)과 오른나사봉(4)을 나사조립하고 왼나사봉(3)과 오른나사봉의 돌출단부에 연결구(3a)(4a)를 용접하여 양측 연결구(3a)(4a)가 콘크리트 기둥형틀(6) 외면에 설치되어 서로 대향하는 조임부재(5)의 양단에 직각방향으로 결합되어 양측연결구가 동시에 조이거나 해제되도록 한 구성이다.The present invention has a pipe shape and forms a left screw hole (2) and a right screw hole (2a) having different screw directions at both ends of the turnbuckle body (1) having a non-slip protrusion (1a) and a hole (1b) formed on a central surface thereof. The left-handed threaded rod (3) and the right-handed threaded rod (4), and then screwed the connector (3a) (4a) to the protruding end of the left-handed rod (3) and the right-handed threaded rod. Installed on the outer surface of the mold (6) is coupled to the opposite ends of the fastening member (5) facing each other in a direction that is configured to tighten or release both connectors at the same time.

한편, 본 고안의 연결구(3a)(4a)는 조임부재(5)의 단면형상에 대응하도록 관체로 구성되어 조임부재 외면에 피복하거나 조임부재(5)의 내외측벽에 관통구멍(5b)을 형성하고 연결구를 T형으로 구성하여 관통구멍을 통해 조임부재(5)에 결 착되도록 갈퀴형상으로 구성하여 사용하는 것이 포함되고,On the other hand, the connector (3a) (4a) of the present invention is composed of a tubular body to correspond to the cross-sectional shape of the tightening member 5 to cover the outer surface of the tightening member or to form a through hole (5b) in the inner and outer walls of the tightening member (5) And the connector is configured in the form of a T and used in the form of a rake to be fastened to the fastening member 5 through the through hole.

또한, 연결구(3a)(4a)는 외측벽에 볼록돌기(3b)(4b)를 형성하여 조임부재(5)의 외벽에 형성된 구멍(5b)에 접촉하도록하여 미끄럼이 방지되도록 하는 것이 포함되는 구성이다.In addition, the connector (3a) (4a) is a configuration that includes a convex protrusion (3b) (4b) on the outer wall to contact the hole (5b) formed in the outer wall of the tightening member 5 to prevent slipping. .

도 1은 본 고안의 사용상태 사시도1 is a perspective view of the use state of the present invention

도 2는 본 고안의 사용상태 정면도2 is a front view of a state of use of the present invention

도 3은 본 고안의 사용상태 평면도3 is a plan view of the use state of the present invention

도 4는 본 고안의 사용상태 일부 사시도4 is a partial perspective view of the use state of the present invention

도 5는 본 고안의 사시도5 is a perspective view of the present invention

도 6은 본 고안의 단면도6 is a cross-sectional view of the present invention

도 7은 본 고안의 또 다른 예시도7 is another exemplary view of the present invention

도 8은 도 7의 단면도8 is a cross-sectional view of FIG.

도 9는 본 고안의 또 다른 실시상태 예시도9 is another exemplary embodiment of the present invention

도 10은 도 9의 단면도이다.10 is a cross-sectional view of FIG. 9.

* 도면의 주요부분에 대한 부호설명* Explanation of symbols on the main parts of the drawings

1 : 턴버클본체 1a : 미끄럼방지돌조 1: turnbuckle body 1a: anti-slip protrusion

1b : 구멍 2 : 왼나사구멍1b: Hole 2: Left hand screw hole

2a : 오른나사구멍 3 : 왼나사봉2a: Right hand screw hole 3: Left hand screw rod

4 : 오른나사봉 3a,4a : 연결구4: right-hand threaded rod 3a, 4a: connector

3b,4b : 볼록돌기 5 : 조임부재3b, 4b: convex protrusion 5: fastening member

5b : 구멍5b: hole

Claims (4)

파이프 형상으로 되어 중앙부 표면에 미끄럼방지돌조(1a)와 구멍(1b)이 형성된 턴버클본체(1)의 양단에 나사방향이 서로 다른 왼나사구멍(2)과 오른나사구멍(2a)을 형성하여 왼나사봉(3)과 오른나사봉(4)을 나사조립하고 왼나사봉(3)과 오른나사봉의 돌출단부에 연결구(3a)(4a)를 용접하여 양측 연결구(3a)(4a)가 콘크리트 기둥형틀(6) 외면에 설치되어 서로 대향하는 조임부재(5)의 양단에 직각방향으로 결합되어 양측연결구를 동시에 이동시켜 조임부재를 조이거나 해제하도록 구성한 콘크리트 기둥 형틀 조임구Left-handed threaded holes 2a and left-handed threaded holes 2a are formed at both ends of the turnbuckle body 1 having a non-slip protrusion 1a and a hole 1b on the surface of the central part, and having a left-handed screw hole 2a. (3) and the right hand threaded rod (4) and screwed together, and welds the connector (3a) (4a) to the protruding end of the left hand threaded rod (3) and the right handed threaded rod (2a) ) Concrete column mold fasteners installed on the outer surface and coupled to the two ends of the fastening members 5 facing each other at right angles to move both connectors at the same time to tighten or release the fastening members. 청구항 제1항에 있어서,The method of claim 1, 연결구(3a)(4a)는 조임부재(5)의 단면형상에 대응하도록 관체로 구성된 콘크리트 기둥 형틀 조임구The connector (3a) (4a) is a concrete column mold fastener composed of tubular body to correspond to the cross-sectional shape of the tightening member (5) 청구항 제1항에 있어서,The method of claim 1, 조임부재(5)는 내벽에서 외벽으로 관통구멍(5b)을 형성하고 연결구를 T형으로 하여 관통구멍을 통해 조임부재(5)에 결착되도록 갈퀴형상으로 하여 구성되는 콘크리트 기둥 형틀 조임구The fastening member 5 is a concrete pillar frame fastener configured to form a through hole 5b from the inner wall to the outer wall and to form a rake so that the connector is T-shaped and fastened to the fastening member 5 through the through hole. 청구항 제1항에 있어서,The method of claim 1, 연결구(3a)(4a)는 외측벽에 볼록돌기(3b)(4b)를 형성하여 조임부재(5)의 외벽에 형성된 구멍(5b)에 접촉하도록하는 구성의 콘크리트 기둥 형틀 조임구The connector 3a, 4a forms a convex protrusion 3b, 4b on the outer wall to contact the hole 5b formed in the outer wall of the fastening member 5, and the concrete column mold fastener.
KR2020090001949U 2009-02-21 2009-02-21 tighten sphere pillar model frame concrete KR200464075Y1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR2020090001949U KR200464075Y1 (en) 2009-02-21 2009-02-21 tighten sphere pillar model frame concrete

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR2020090001949U KR200464075Y1 (en) 2009-02-21 2009-02-21 tighten sphere pillar model frame concrete

Publications (2)

Publication Number Publication Date
KR20100008614U true KR20100008614U (en) 2010-08-31
KR200464075Y1 KR200464075Y1 (en) 2012-12-11

Family

ID=44449617

Family Applications (1)

Application Number Title Priority Date Filing Date
KR2020090001949U KR200464075Y1 (en) 2009-02-21 2009-02-21 tighten sphere pillar model frame concrete

Country Status (1)

Country Link
KR (1) KR200464075Y1 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103669839A (en) * 2013-12-31 2014-03-26 中国建筑第八工程局有限公司 Adjustable formwork keel frame
KR20220043808A (en) * 2020-09-29 2022-04-05 양승진 Apparatus for fastening concreate form

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103669839A (en) * 2013-12-31 2014-03-26 中国建筑第八工程局有限公司 Adjustable formwork keel frame
KR20220043808A (en) * 2020-09-29 2022-04-05 양승진 Apparatus for fastening concreate form

Also Published As

Publication number Publication date
KR200464075Y1 (en) 2012-12-11

Similar Documents

Publication Publication Date Title
TWI601871B (en) Combination reinforcing coupler and column alignment device
KR20120133972A (en) Steel connecting device
JP6501219B2 (en) Brace with tension adjustment
KR20100008614U (en) tighten sphere pillar model frame concrete
KR100775350B1 (en) Filler pannel frame
JP3186865U (en) Formwork fasteners for concrete molding
WO2016206352A1 (en) Rod provided with connector
KR101132685B1 (en) Reinforcing bar coupler
KR100941151B1 (en) That are installed on both sides of the concrete form gang form maintenance intervals gang form
KR200452023Y1 (en) Clamp assembly for scaffolding
JP5004918B2 (en) Formwork structure for decorative plate member
KR100996578B1 (en) Concrete form support waler
KR101347298B1 (en) Attachment of thermal insulation deck plate
KR100932529B1 (en) Formwork Supporting Horizontal Frame Assembly
KR101468037B1 (en) The filler injection coupler for an iron reinforcing rod
KR200381298Y1 (en) The joint for a mold
KR200415598Y1 (en) connection assembly structure of mold panel
KR200397601Y1 (en) conclusion structure of space maintainer for mold
KR100770958B1 (en) Complex panel
CN203795856U (en) Installation structure of shaping combination formwork
KR101571078B1 (en) the one touch apparatus for separating the detachable deck plate structure
WO2013085398A1 (en) Retaining apparatus and method of use
KR100482185B1 (en) An apparatus for forming the concrete-wall foam
JP3182288U (en) Panel form form and its connector
KR101159684B1 (en) Railing pillar establishment system of timber trestle bridge

Legal Events

Date Code Title Description
A201 Request for examination
E902 Notification of reason for refusal
AMND Amendment
E601 Decision to refuse application
J201 Request for trial against refusal decision

Free format text: TRIAL AGAINST DECISION OF REJECTION FOR APPEAL AGAINST DECISION TO DECLINE REFUSAL

AMND Amendment
B601 Maintenance of original decision after re-examination before a trial
J301 Trial decision

Free format text: TRIAL DECISION FOR APPEAL AGAINST DECISION TO DECLINE REFUSAL REQUESTED 20111229

Effective date: 20121101

S901 Examination by remand of revocation
GRNO Decision to grant (after opposition)
REGI Registration of establishment
FPAY Annual fee payment

Payment date: 20160104

Year of fee payment: 4

FPAY Annual fee payment

Payment date: 20161205

Year of fee payment: 5

FPAY Annual fee payment

Payment date: 20171204

Year of fee payment: 6

FPAY Annual fee payment

Payment date: 20181204

Year of fee payment: 7

EXPY Expiration of term