KR20040082013A - supporter for form of concrete structure - Google Patents

supporter for form of concrete structure Download PDF

Info

Publication number
KR20040082013A
KR20040082013A KR1020030041202A KR20030041202A KR20040082013A KR 20040082013 A KR20040082013 A KR 20040082013A KR 1020030041202 A KR1020030041202 A KR 1020030041202A KR 20030041202 A KR20030041202 A KR 20030041202A KR 20040082013 A KR20040082013 A KR 20040082013A
Authority
KR
South Korea
Prior art keywords
support
bracket
concrete
coupling member
vertical bracket
Prior art date
Application number
KR1020030041202A
Other languages
Korean (ko)
Other versions
KR100583773B1 (en
Inventor
김영각
Original Assignee
서보가설산업 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 서보가설산업 주식회사 filed Critical 서보가설산업 주식회사
Priority to KR1020030041202A priority Critical patent/KR100583773B1/en
Publication of KR20040082013A publication Critical patent/KR20040082013A/en
Application granted granted Critical
Publication of KR100583773B1 publication Critical patent/KR100583773B1/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
    • E04G17/14Bracing or strutting arrangements for formwalls; Devices for aligning 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
    • 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
    • E04G17/0651One-piece elements
    • E04G17/0654One-piece elements remaining completely or partially embedded in the cast material
    • 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
    • E04G17/16Members, e.g. consoles, for attachment to the wall to support girders, beams, or the like carrying forms or moulds for floors, lintels, or transoms

Abstract

PURPOSE: A concrete form support is provided to bear the added load by a stable structure when placing concrete. CONSTITUTION: The concrete form support contains a coupling member to fix a tie rod(44). The coupling member contains: a body(62) formed to be fixed to the outside of a horizontal bracket(54); a contact plate(64) folded upward from the front of the body(62) to face with the outside of a vertical bracket(52); a fastening plate(66) folded rightward and leftward from the front of the body(62) and provided with a through hole to fix with the tie rod(44).

Description

콘크리트 거푸집 지지대{supporter for form of concrete structure}Support for form of concrete structure

본 발명은 콘크리트 거푸집 지지대에 관한 것으로, 보다 상세하게는 타이로드가 체결될 수 있도록 잡아주기 위한 구조물을 분리형으로 제작함으로써 보다 안정적인 구조를 통해 콘크리트 타설시 가해지는 하중을 충분히 견디면서 지지될 수 있는 콘크리트 거푸집 지지대에 관한 것이다.The present invention relates to a concrete formwork support, and more specifically, by making a structure to hold the tie rod to be fastened in a separate type concrete that can be supported while sufficiently enduring the load applied during concrete placement through a more stable structure It is about formwork support.

일반적으로 거푸집이라는 건축기구물은 콘크리트를 사용하여 벽체 혹은 내력기둥 등을 형성할 때 콘크리트의 외곽면을 지지하여 평면을 형성하여 주는 보강체이다.In general, a formwork called a formwork is a reinforcement that forms a plane by supporting the outer surface of the concrete when forming walls or bearing columns using concrete.

상기 거푸집은 초기에는 나무, 특히 합판을 사용하여 판재로 이용하고 목재빔 등을 사용하여 지지대로 사용하여서 거푸집으로서의 역할을 수행하다가 최근에는 금속판재를 사용하고 그 이외의 보강재를 덧대어서 거푸집으로 사용하는 추세에 있다.The formwork is initially used as a sheet using wood, in particular plywood, and used as a support using wood beams, etc. Recently, the formwork is used as a formwork by using a metal plate and adding a reinforcement other than that. There is a trend.

도 1은 일반적인 콘크리트 거푸집의 설치상태를 보인 사시도이고, 도 2는 종래 콘크리트 거푸집의 지지대를 도시한 사시도이다.1 is a perspective view showing the installation state of a typical concrete formwork, Figure 2 is a perspective view showing a support of a conventional concrete formwork.

도 1에 도시된 바와 같이, 일반적인 콘크리트 거푸집의 조립상태를 살펴보면 타설되는 콘크리트의 외측면과 저면에 직접적으로 접촉되는 내수합판(14)의 외측면에 수평보강재(16) 및 수직보강재(18)를 서로 직교하게 설치한다.As shown in Figure 1, when looking at the assembly state of the general concrete formwork horizontal reinforcing material (16) and vertical reinforcing material (18) on the outer surface of the water-resistant plywood 14 in direct contact with the outer surface and bottom surface of the concrete to be poured Install at right angles to each other.

또한, 상기 내수합판(14)의 저면에도 제1보강재(20) 및 제2보강재(22)를 서로 직교하게 설치하며, 상기 제2보강재(22)의 하부에는 전체적으로 거푸집을 지지하도록 하는 받침대(미도시)가 설치된다.In addition, the first reinforcing material 20 and the second reinforcing material 22 is installed at right angles to the bottom surface of the water-resistant plywood 14, and a pedestal (not shown) to support the formwork as a whole under the second reinforcing material 22 Is installed.

이와 같이 구성된 상태에서 상기 수직보강재(18) 및 제2보강재(22)가 교차하는 각 부분을 지지하도록 지지대(30)가 설치되는데, 도 2에 도시된 바와 같이 종래 콘크리트 거푸집 지지대(30)는 상기 수직보강재(18)의 외주면에 끼워지도록 단면이 "ㄷ" 형상으로 이루어진 수직브라켓(32)과, 역시 단면이 "ㄷ" 형상으로 이루어지면서 제2보강재(22)의 외주면에 끼워지는 수평브라켓(34)이 서로 직교를 이루며 연결되며, 상기 수직브라켓(32)과 수평브라켓(34)의 사이에는 대략 45°각도로 경사보강빔(36)이 이어진 구조를 가진다.In this configuration, the support 30 is installed so as to support the respective portions where the vertical reinforcing material 18 and the second reinforcing material 22 intersect, and as shown in FIG. 2, the conventional concrete formwork support 30 is The vertical bracket 32 having a cross-section having a "c" shape to fit on the outer circumferential surface of the vertical reinforcing material 18, and the horizontal bracket 34 fitted to the outer circumferential surface of the second reinforcing material 22 while also having a cross-section having a "c" shape. ) Is perpendicular to each other connected, and has a structure in which the inclined reinforcement beam 36 is continued at an angle of about 45 ° between the vertical bracket 32 and the horizontal bracket (34).

이러한 지지대(30)는 대응되는 위치에 2개씩 서로 마주보도록 설치되며, 길이가 긴 타이로드(44)를 상기 지지대(30)의 양측면에 고정된 고정판(40)의 통공(42)에 끼워서 조임너트(46)를 양측에서 체결하여 타이로드(44)로 2개의 대응되는 지지대(30)를 잡아 당겨 줌으로써 최종적으로 내수합판(14)이 콘크리트 구조물에 강력한 압력을 가하여서 지지하게 된다.The support 30 is installed so as to face each other at a corresponding position, the long tie rod 44 is inserted into the through-hole 42 of the fixing plate 40 fixed to both sides of the support 30 tightening nut By fastening the 46 on both sides and pulling the two corresponding supports 30 with the tie rods 44, the water-resistant plywood 14 is finally supported by applying a strong pressure to the concrete structure.

그러나, 상기한 바와 같이 종래 콘크리트 거푸집 지지대는 타이로드(44)를 잡아주기 위한 고정판(40)이 대략 "ㄱ" 형상의 평철로 이루어지면서 용접에 의해 지지대(30)의 양측면에 고정되기 때문에 내구성이 약하여 쉽게 파손되는 등 안전성에 많은 문제점이 있었다.However, as described above, the conventional concrete formwork support is durable because it is fixed to both sides of the support 30 by welding while the fixing plate 40 for holding the tie rod 44 is made of flat iron having a substantially "a" shape. There are many problems in safety, such as being fragile and easily broken.

이에 본 발명은 상기와 같은 문제점들을 해소하기 위해 안출된 것으로서, 본발명의 목적은 타이로드가 체결될 수 있도록 잡아주기 위한 구조물을 분리형으로 제작함으로써 보다 안정적인 구조를 통해 콘크리트 타설시 가해지는 하중을 충분히 견디면서 지지될 수 있는 콘크리트 거푸집 지지대를 제공하는데 있다.Accordingly, the present invention has been made to solve the above problems, the object of the present invention is to produce a structure for holding the tie rod to be fastened to the separable structure through a more stable structure to fully load the load applied It is to provide a concrete formwork support that can withstand and be supported.

도 1은 일반적인 콘크리트 거푸집의 설치상태를 보인 사시도,1 is a perspective view showing the installation state of a typical concrete formwork;

도 2는 종래 콘크리트 거푸집의 지지대를 도시한 사시도,Figure 2 is a perspective view showing the support of the conventional concrete formwork,

도 3은 본 발명에 따른 콘크리트 거푸집 지지대를 도시한 사시도,3 is a perspective view showing a concrete formwork support according to the present invention,

도 4는 본 발명에 따른 콘크리트 거푸집 지지대가 사용되는 상태를 개략적으로 도시한 사시도.Figure 4 is a perspective view schematically showing a state in which the concrete formwork support according to the invention is used.

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

14 : 내수합판 44 : 타이로드14: plywood 44: tie rod

46 : 조임너트 52 : 수직브라켓46: tightening nut 52: vertical bracket

54 : 수평브라켓 56 : 경사보강빔54: horizontal bracket 56: inclined reinforced beam

58 : 이탈방지턱 60 : 결합부재58: separation prevention jaw 60: coupling member

62 : 몸체부 64 : 접촉판62: body 64: contact plate

66 : 체결판 68 : 관통공66: fastening plate 68: through hole

상기와 같은 목적을 달성하기 위한 본 발명은, 콘크리트 타설을 위한 내수합판의 외측면과 저면에 설치된 각 보강재가 교차하는 부분을 지지하도록 수직브라켓과 수평브라켓이 서로 직교를 이루며 연결된 구조를 갖는 콘크리트 거푸집 지지대에 있어서, 상기 수평브라켓의 외주면에 끼워질 수 있도록 이루어진 몸체부와, 상기 몸체부의 선단에서 상부로 절곡되어 연장 형성됨으로써 상기 수직브라켓의 외주면에 맞대질 수 있도록 이루어진 접촉판과, 상기 몸체부의 선단에서 좌우 양측으로 각각 절곡되어 연장 형성되고 타이로드가 끼워지는 관통공이 각각 형성되는 체결판을 포함하여 구성되는 분리형 결합부재가 구비되는 것을 특징으로 한다.The present invention for achieving the above object, the concrete formwork having a structure in which the vertical bracket and the horizontal bracket is connected orthogonal to each other so as to support the intersection portion of each reinforcing material installed on the outer surface and the bottom surface of the water-resistant plywood for concrete placing In the support, the body portion to be fitted to the outer circumferential surface of the horizontal bracket, the contact plate is formed to be bent and extended from the front end of the body portion to the upper circumferential surface of the vertical bracket and the tip of the body portion In the left and right both sides are bent to extend and formed is characterized in that there is provided a separate coupling member configured to include a fastening plate is formed through holes through which the tie rod is fitted.

그리고, 상기 결합부재의 접촉판이 상기 수직브라켓의 외주면에 맞대진 상태에서 이탈되는 것을 방지하기 위해 수직브라켓의 외주면상에는 하향지게 경사를 이루는 이탈방지턱이 형성되는 것을 특징으로 한다.In addition, in order to prevent the contact plate of the coupling member from being separated from being in contact with the outer circumferential surface of the vertical bracket, a release prevention jaw which is inclined downward is formed on the outer circumferential surface of the vertical bracket.

이하, 첨부한 도면을 참조하여 본 발명의 바람직한 실시예에 대해 상세하게 설명하도록 한다.Hereinafter, exemplary embodiments of the present invention will be described in detail with reference to the accompanying drawings.

도 3은 본 발명에 따른 콘크리트 거푸집 지지대를 도시한 사시도이고, 도 4는 본 발명에 따른 콘크리트 거푸집 지지대가 사용되는 상태를 개략적으로 도시한사시도이다.Figure 3 is a perspective view showing a concrete formwork support according to the present invention, Figure 4 is a perspective view schematically showing a state in which the concrete formwork support according to the invention is used.

도 3에 도시된 바와 같이, 본 발명에 따른 콘크리트 거푸집 지지대는 서로 마주보는 지지대 사이를 타이로드(44)를 이용해 서로 체결해주는 과정에서 상기 타이로드(44)를 고정시켜주기 위한 결합부재(60)가 분리형으로 이루어지는 것을 특징으로 한다.As shown in Figure 3, the concrete formwork support according to the present invention is a coupling member 60 for fixing the tie rod 44 in the process of fastening each other using a tie rod 44 between the support facing each other Is characterized in that the separation is made.

상기 지지대는 내수합판의 외측면과 저면에 설치된 각 보강재가 교차하는 부분을 지지하도록 수직브라켓(52)과 수평브라켓(54)이 서로 직교를 이루며 연결된 구조를 가지며, 상기 수직브라켓(52)과 수평브라켓(54)의 사이에는 경사보강빔(56)이 구비되어 있다.The support has a structure in which the vertical brackets 52 and the horizontal brackets 54 are connected orthogonally to each other so as to support a portion where the respective reinforcement members installed on the outer surface and the bottom surface of the water-resistant plywood cross each other, and the vertical brackets 52 and the horizontal Between the brackets 54, the inclined reinforcement beam 56 is provided.

이러한 지지대에 탈부착 조립이 가능하도록 별도로 구비되는 상기 결합부재(60)는 지지대의 수평브라켓(54) 외주면에 끼워질 수 있도록 단면이 "ㄷ" 형상으로 이루어진 몸체부(62)의 선단에 상부로 접촉판(64)이 형성됨과 아울러 양 측면으로는 체결판(66)이 각각 형성된 구조로 이루어진다.The coupling member 60, which is separately provided to be detachably assembled to the support, contacts the top of the body portion 62 having a cross-section having a “c” shape so as to be fitted to the outer circumferential surface of the horizontal bracket 54 of the support. In addition to the plate 64 is formed on both sides of the fastening plate 66 is formed of a structure formed respectively.

즉, 상기 몸체부(62)의 선단에 접촉판(64)이 상부로 절곡되어 연장 형성되고, 몸체부(62)의 선단 좌우 양측으로는 체결판(66)이 각각 절곡되어 연장 형성되며, 상기 각 체결판(66) 상에는 타이로드(44)가 끼워질 수 있도록 관통공(68)이 형성된다.That is, the contact plate 64 is bent to the upper end of the body portion 62 is formed to extend, the left and right sides of the front end of the body portion 62, the fastening plate 66 is bent and formed to extend, respectively, Through-holes 68 are formed on each fastening plate 66 so that the tie rods 44 can be fitted.

상기와 같은 결합부재(60)는 지지대의 수직브라켓(52)과 수평브라켓(54)이 서로 교차하면서 직교를 이루는 지점에 끼워져 결합되게 되며, 결합부재(60)의 몸체부(62)가 상기 수평브라켓(54)의 상부쪽 외주면에 끼워짐과 아울러 결합부재(60)의 접촉판(64)이 상기 수직브라켓(52)의 외주면에 접촉되어 맞대지게 된다.The coupling member 60 as described above is fitted to be coupled at a point perpendicular to the vertical bracket 52 and the horizontal bracket 54 of the support cross each other, the body portion 62 of the coupling member 60 is horizontal In addition to the upper peripheral surface of the bracket 54, the contact plate 64 of the coupling member 60 is in contact with the outer circumferential surface of the vertical bracket 52 to be opposed.

이때, 상기 결합부재(60)의 이탈을 방지하여 보다 안정감 있는 끼움상태를 유지하기 위해 상기 수직브라켓(52)의 외주면상에는 이탈방지턱(58)이 하향지게 경사를 이루면서 형성된다.At this time, in order to prevent the separation of the coupling member 60 to maintain a more secure fit state is formed on the outer circumferential surface of the vertical bracket (52) while the separation prevention step 58 is inclined downward.

상기 이탈방지턱(58)은 결합부재(60)의 접촉판(64)을 잡아주는 역할을 하는 것으로, 상기 수직브라켓(52)의 외주면에 있어서 상기 접촉판(64)의 상하 길이에 대응되는 지점에 형성된다.The release preventing jaw 58 serves to hold the contact plate 64 of the coupling member 60, and at a point corresponding to the upper and lower lengths of the contact plate 64 on the outer circumferential surface of the vertical bracket 52. Is formed.

이하, 본 발명의 작용 및 효과를 상세하게 설명하도록 한다.Hereinafter, the operation and effects of the present invention will be described in detail.

상기한 바와 같이 본 발명에 따른 콘크리트 거푸집 지지대는 수직브라켓(52)과 수평브라켓(54)이 서로 교차하는 부분에 끼워지면서 타이로드(44)가 체결될 수 있도록 하는 결합부재(60)가 분리형으로 이루어지게 된다.As described above, the concrete formwork support according to the present invention has a coupling member 60 that allows the tie rod 44 to be fastened while being fitted in a portion where the vertical bracket 52 and the horizontal bracket 54 cross each other. Will be done.

그러므로, 수직브라켓(52)과 수평브라켓(54)으로 이루어진 지지대를 먼저 설치한 뒤 결합부재(60)를 그 교차부분에 끼워 결합시키게 된다.Therefore, the support bracket consisting of the vertical bracket 52 and the horizontal bracket 54 is first installed, and then the coupling member 60 is fitted to the intersection thereof.

그런 다음 도 4에 도시된 바와 같이, 서로 마주보는 지지대에 끼워진 각 결합부재(60)의 체결판(66)에 있는 관통공(68)을 통하여 타이로드(44)를 끼워준 뒤 조임너트(46)를 양측에서 체결하여 타이로드(44)로 서로 마주보는 지지대를 잡아 당겨줌으로써 내수합판이 콘크리트 구조물에 강력한 압력을 가하여서 지지할 수 있도록 한다.Then, as shown in FIG. 4, the tie rod 44 is fitted through the through hole 68 in the fastening plate 66 of each coupling member 60 fitted to the supporters facing each other, and then the tightening nut 46. By tightening the support on both sides by pulling the supports facing each other with the tie rods (44) so that the plywood can be supported by applying a strong pressure to the concrete structure.

이와 같이 본 발명은 타이로드(44)가 끼워져 고정될 수 있도록 체결판(66)을 갖는 결합부재(60)가 분리형으로 제작되어 지지대 상에 견고하게 결합될 수 있도록이루어짐으로써 보다 안정적인 구조로 하중을 견딜 수 있게 된다.As such, the present invention is made so that the coupling member 60 having the fastening plate 66 is made detachable so that the tie rod 44 can be fitted and fixed, so that the tie rod 44 can be firmly coupled to the support. I can endure it.

상기한 바와 같이 본 발명에 따른 콘크리트 거푸집 지지대는 타이로드가 체결될 수 있도록 체결판을 갖는 결합부재가 분리형으로 제작됨으로써 보다 안정적인 구조를 통해 콘크리트 타설시 가해지는 하중을 충분히 견디면서 지지대가 지지될 수 있도록 하는 효과가 있다.As described above, the concrete formwork support according to the present invention can support the support while sufficiently enduring the load applied when placing concrete through a more stable structure, because the coupling member having a fastening plate is manufactured to be detachable so that the tie rod can be fastened. It is effective.

Claims (2)

콘크리트 타설을 위한 내수합판의 외측면과 저면에 설치된 각 보강재가 교차하는 부분을 지지하도록 수직브라켓과 수평브라켓이 서로 직교를 이루며 연결된 구조를 갖는 콘크리트 거푸집 지지대에 있어서,In the concrete formwork support having a structure in which the vertical bracket and the horizontal bracket are connected orthogonally to each other so as to support the intersection portion of each reinforcement installed on the outer surface and the bottom surface of the water-resistant plywood for concrete placing, 상기 수평브라켓의 외주면에 끼워질 수 있도록 이루어진 몸체부와;A body part configured to be fitted to an outer circumferential surface of the horizontal bracket; 상기 몸체부의 선단에서 상부로 절곡되어 연장 형성됨으로써 상기 수직브라켓의 외주면에 맞대질 수 있도록 이루어진 접촉판과;A contact plate formed to be bent upward from the front end of the body to extend to the outer circumferential surface of the vertical bracket; 상기 몸체부의 선단에서 좌우 양측으로 각각 절곡되어 연장 형성되고 타이로드가 끼워지는 관통공이 각각 형성되는 체결판;Fastening plates extending from left and right sides of the front end of the body portion, respectively, and having through holes through which tie rods are fitted; 을 포함하여 구성되는 분리형의 결합부재가 구비되는 것을 특징으로 하는 콘크리트 거푸집 지지대.Concrete formwork support, characterized in that provided with a detachable coupling member configured to include. 제 1항에 있어서,The method of claim 1, 상기 결합부재의 접촉판이 상기 수직브라켓이 외주면에 맞대진 상태에서 이탈되는 것을 방지하기 위해 수직브라켓의 외주면상에는 하향지게 경사를 이루는 이탈방지턱이 형성되는 것을 특징으로 하는 콘크리트 거푸집 지지대.Concrete formwork support, characterized in that the contact plate of the engaging member is formed on the outer circumferential surface of the vertical bracket to prevent the separation from falling off in a state in which the vertical bracket is in contact with the outer peripheral surface.
KR1020030041202A 2003-06-24 2003-06-24 supporter for form of concrete structure KR100583773B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1020030041202A KR100583773B1 (en) 2003-06-24 2003-06-24 supporter for form of concrete structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1020030041202A KR100583773B1 (en) 2003-06-24 2003-06-24 supporter for form of concrete structure

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
KR20-2003-0007922U Division KR200317310Y1 (en) 2003-03-17 2003-03-17 supporter for form of concrete structure

Publications (2)

Publication Number Publication Date
KR20040082013A true KR20040082013A (en) 2004-09-23
KR100583773B1 KR100583773B1 (en) 2006-05-30

Family

ID=37365982

Family Applications (1)

Application Number Title Priority Date Filing Date
KR1020030041202A KR100583773B1 (en) 2003-06-24 2003-06-24 supporter for form of concrete structure

Country Status (1)

Country Link
KR (1) KR100583773B1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100685440B1 (en) * 2004-12-01 2007-02-23 다산건설(주) Support for concrete form

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101925318B1 (en) * 2018-06-08 2019-02-26 정우영 Mold module and mold module construction method
CN114319865B (en) * 2022-03-15 2022-06-14 烟台建联勘察设计审查服务中心 Building templates convenient to dismouting

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100685440B1 (en) * 2004-12-01 2007-02-23 다산건설(주) Support for concrete form

Also Published As

Publication number Publication date
KR100583773B1 (en) 2006-05-30

Similar Documents

Publication Publication Date Title
KR101713863B1 (en) the rigid connection structure between precast concrete column and precast concrete beam using the temporary bracket installing precast concrete column, the modular system using the same
KR100926750B1 (en) Construction method for crossbeam mold
KR101556232B1 (en) Hybird U-Head Jack with support
KR100583773B1 (en) supporter for form of concrete structure
KR100511595B1 (en) Steel fixing frame of sheeting frame of pier for building
KR200317310Y1 (en) supporter for form of concrete structure
KR100653229B1 (en) Device for supporting temporary beam of slab form
KR20080073930A (en) A slab panel structure of joint type mold
KR20060118832A (en) Structure of a fabricated mold and fabricating method thereof
KR101909178B1 (en) An anchor bolts for mounting bracket
KR200437057Y1 (en) A supporter for form of concrete structure
KR100685440B1 (en) Support for concrete form
KR200277906Y1 (en) A form for carrying out a corner of construction
KR200392012Y1 (en) Structure of a fabricated mold
KR200408544Y1 (en) Combination a mold
JPH0541157Y2 (en)
JP2005240286A (en) Implement and method for positioning precast concrete column
CN218405803U (en) Board-inserting type steel bracket
JP3600972B2 (en) Hanging hardware for reinforced concrete blocks
KR102150222B1 (en) Truss support and formwork using same
KR200376941Y1 (en) Support for concrete form
KR200348041Y1 (en) horizontal support bar for slab form
KR200317314Y1 (en) Bracket for supporting beam-forms
KR200342726Y1 (en) Supporter stabilizer for mold
JP2017036579A (en) Fixing bracket for retaining wall form

Legal Events

Date Code Title Description
A108 Dual application of patent
A201 Request for examination
E902 Notification of reason for refusal
E701 Decision to grant or registration of patent right
GRNT Written decision to grant
FPAY Annual fee payment

Payment date: 20130521

Year of fee payment: 8

FPAY Annual fee payment

Payment date: 20140520

Year of fee payment: 9

FPAY Annual fee payment

Payment date: 20150520

Year of fee payment: 10

FPAY Annual fee payment

Payment date: 20160520

Year of fee payment: 11

FPAY Annual fee payment

Payment date: 20170517

Year of fee payment: 12

FPAY Annual fee payment

Payment date: 20180521

Year of fee payment: 13

LAPS Lapse due to unpaid annual fee