WO2018084390A1 - Prefabricated construction mold panel - Google Patents

Prefabricated construction mold panel Download PDF

Info

Publication number
WO2018084390A1
WO2018084390A1 PCT/KR2017/003682 KR2017003682W WO2018084390A1 WO 2018084390 A1 WO2018084390 A1 WO 2018084390A1 KR 2017003682 W KR2017003682 W KR 2017003682W WO 2018084390 A1 WO2018084390 A1 WO 2018084390A1
Authority
WO
WIPO (PCT)
Prior art keywords
panel
building
flange portion
coupling portion
reinforcing rib
Prior art date
Application number
PCT/KR2017/003682
Other languages
French (fr)
Korean (ko)
Inventor
임미옥
Original Assignee
금강공업 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 금강공업 주식회사 filed Critical 금강공업 주식회사
Priority to CN201780068293.9A priority Critical patent/CN109963993B/en
Priority to MYPI2019002567A priority patent/MY193440A/en
Publication of WO2018084390A1 publication Critical patent/WO2018084390A1/en

Links

Images

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
    • E04G9/00Forming or shuttering elements for general use
    • E04G9/02Forming boards or similar elements
    • E04G9/06Forming boards or similar elements the form surface being of metal
    • 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
    • E04G17/04Connecting or fastening means for metallic forming or stiffening elements, e.g. for connecting metallic elements to non-metallic elements

Definitions

  • the present invention relates to a prefabricated formwork panel for building, and more particularly to a prefabricated formwork panel for building that can be easily assembled.
  • Building walls such as apartments, buildings, and general houses are formed by forming a basic shape using formwork and then placing concrete and curing.
  • Formwork is a temporary that is used until the concrete is cured to maintain the concrete in a constant shape and dimensions, to prevent the leakage of moisture required for its hardening, and to prevent external impacts, etc. fall on the concrete.
  • the work of this formwork has a very important influence on the construction process and the result of the concrete, and also has a great influence on the finishing work, so much attention is paid to the formwork.
  • Such formwork is usually divided into euro-form formed by combining the plywood on the front of the steel frame and high-grade aluminum foam formed of aluminum.
  • Korean Laid-open Patent Publication No. 10-1998-0009704 "Aluminum Euroform (concrete formwork) and its manufacturing method" is made of aluminum (Al) material in a conventional extruder, the outer frame is formed on both left and right sides, and the inside Forming a connection hole by processing the first step of the extrusion process for extruding the main plate so that a plurality of reinforcing protrusions are integrally formed in the longitudinal direction, and the side surface of the main plate extruded in the first process, the extrusion process
  • a second process which is a machining process for installing reinforcement frames at both ends, and a separate aluminum (Al) material at the reinforcement frame installation parts formed by machining at both ends of the main plate in the second process, which is a machining process
  • an aluminum foam formed by a third process which is a reinforcing frame bonding process for welding a reinforcing frame to be integrated.
  • the joining portion of the main plate and the reinforcing frame has a complicated shape in the process of welding the reinforcing frame to both ends of the main plate formed with the side and the reinforcement projection, the main plate of the main plate in contact with the reinforcing frame Difficult to weld along the outer line, there is a problem that a lot of failure rate occurs in the welding process.
  • the thickness should be thicker than necessary, which is an increase in the load and production cost of the formwork, it is desirable to minimize the welding area.
  • an object of the present invention is to solve such a conventional problem, to provide a prefabricated formwork panel for building that can be easily assembled by minimizing the welding area.
  • the fixing bar to be assembled to the main frame without a separate fixing means to securely, as well as to provide a building prefabricated formwork panel that can be prevented from being separated arbitrarily.
  • the object is, according to the present invention, the finishing panel to form a finishing surface of the concrete curing space, the first flange portion protruding in the vertical direction on both sides of the rear surface of the finishing panel to form a side, and the rear of the finishing panel
  • a main frame including a reinforcing rib protruding in a vertical direction from the center and arranged in parallel with the first flange portion; and a second flange portion fixed to upper and lower ends of the main frame; And a plurality of reinforcing bars disposed in a direction crossing the first flange portion and fastened through the first flange portion and the reinforcing ribs, wherein the reinforcing ribs are detachably assembled to the rear surface of the main frame. It is achieved by a prefabricated formwork panel for building, characterized in that.
  • the first coupling part is detachably assembled on the rear surface of the finishing panel, and the second coupling part engaging with the coupling part is formed on the reinforcing rib.
  • first coupling portion and the second coupling portion is preferably made of a ring shape that is engaged with each other.
  • the main frame may be divided into a first body and a second body in which a center of the finishing panel is separated and a first flange part is formed at one side and a reinforcing rib is formed at the other side.
  • a plurality of second coupling portions of the reinforcing ribs are provided to engage with the first coupling portion of the first body and the first coupling portion of the second body, respectively.
  • first coupling portion and the second coupling portion each comprise an arc-shaped ring that is engaged with each other.
  • first body and the second body is preferably formed in each of the stopper for limiting the further rotation in close contact with each other in the state in which the first coupling portion and the second coupling portion are engaged.
  • first flange portion and the reinforcing ribs are formed with insertion holes rotatably supported in the state where the reinforcing bar is inserted through, respectively, an insertion groove is formed at one side of the insertion hole, and the insertion at one side of the reinforcing bar. It is preferable that an insertion protrusion fixed to the space between the first flange portion and the reinforcing rib is formed by the rotation of the reinforcing bar in the state inserted through the groove.
  • the axial length of the insertion protrusion the length that both ends of the insertion protrusion can be in close contact with the side of the first flange portion and the reinforcing rib in a state that the insertion protrusion is inserted into the space between the first flange portion and the reinforcing rib. Is preferably set to.
  • first coupling portion and the second coupling portion are inserted into the space between the insertion protrusions of the reinforcing bar in a state of being engaged with each other.
  • the length of the protruding direction of the insertion protrusion is preferably set to a length such that the distal end of the insertion protrusion can be in close contact with the rear portion of the closing panel while the insertion protrusion is rotated toward the closing panel.
  • a prefabricated formwork panel for building that can be easily assembled with a minimum of welding.
  • a building prefabricated formwork panel that can be firmly fixed to the fixing bar to be assembled to the main frame without a separate fixing means, as well as to prevent the fixing bar from being separated arbitrarily.
  • FIG. 1 is a perspective view of a prefabricated formwork panel for building according to a first embodiment of the present invention
  • FIG. 1 is an exploded perspective view of FIG. 1;
  • FIG. 3 is a cross-sectional view taken along line AA ′ of FIG. 1;
  • FIG. 4 is a cross-sectional view taken along the line B-B 'of FIG.
  • FIG. 5 is a cross-sectional view taken along line C-C 'of FIG.
  • Figure 6 is a functional diagram showing a reinforcing bar assembly process of the prefabricated formwork panel for building according to the first embodiment of the present invention
  • FIG. 7 is a perspective view of a prefabricated formwork panel for building according to a second embodiment of the present invention.
  • FIG. 8 is an exploded perspective view of FIG. 7;
  • FIG. 9 is an enlarged cross-sectional view of portion “A” of FIG. 7;
  • FIG. 10 is a functional diagram showing the assembly process of the first coupling portion and the second coupling portion according to the second embodiment of the present invention.
  • FIG. 1 is a perspective view of a prefabricated formwork panel for building according to a first embodiment of the present invention
  • Figure 2 is an exploded perspective view of FIG.
  • Prefabricated formwork panel for building the present invention as shown in the drawings is largely configured to include a main frame 110, a second flange portion 120, reinforcing rib 130 and reinforcing bar 140.
  • the first axis X is parallel to the short side of the main frame 110
  • the second axis Y is parallel to the long side of the main frame 110
  • the third axis Z is disposed. ) Is set in a direction penetrating the plate surface of the main frame 110, for example.
  • the main frame 110 has a front panel forming a finishing panel 111 forming a finishing surface of the concrete curing space, and protruding in the vertical direction on both sides of the rear surface of the finishing panel 111 to form both sides of the formwork panel, respectively. It comprises a first flange portion 112 and the first coupling portion 115 formed in a direction parallel to the first flange portion 112 in the center of the back of the closing panel 111.
  • the first coupling portion 115 may be composed of a neck extending in the third axis direction from the plate surface of the closing panel 111, and a locking step extending in the first axis direction from the distal end of the neck.
  • the locking jaw portion is a predetermined spaced apart state from the closing panel 111 by the neck, the spaced interval is the second coupling portion 131 so that the second coupling portion 131 to be described later can be easily inserted It is preferable to form somewhat larger than the thickness of.
  • the second flange portion 120 is fixed to a short side of the main frame 110 to form an upper surface and a lower surface of the formwork panel. Meanwhile, in the state where the second flange portion 120 is disposed at the upper and lower ends of the main frame 110, the contact portion between the first flange portion 112 and the finishing panel 111 may be fixed by welding. have. In particular, the contact portion of the first flange portion 112 and the finishing panel 111 that the second flange portion 120 is in contact is made of a straight line, minimizing the welding process because it does not form a complex welding line as in the prior art can do.
  • the reinforcing ribs 130 are disposed at the rear center of the finishing panel 111, are provided in plurality, and are spaced apart from each other in parallel with the first flange 112, and at one side of an end facing the finishing panel 111.
  • the second coupling portion 131 is inserted into the first coupling portion 115 in the first axial direction and is engaged with the locking jaw portion of the first coupling portion 115 in the third axial direction to protrude.
  • the first flange 112 and the reinforcing rib 130 are formed with insertion holes 113 and 132 rotatably supported in a state where the reinforcing bar 140 is inserted therethrough, and one side of the insertion holes 113 and 132, respectively. Insertion grooves 114 and 133 are formed in the grooves.
  • the main frame 110, the reinforcing rib 130 and the second flange portion 120 is made of aluminum, after extrusion molding using a conventional extruder, the first flange 112 and the reinforcing rib ( 130 and the insertion holes 113 and 132, and a plurality of connection holes (not shown) for connecting the formwork panel to the first flange portion 112 and the second flange portion 120 can be manufactured by perforating.
  • the reinforcing bar 140 is disposed in a second axial direction crossing the first flange portion 112, and is fastened through the first flange portion 112 and the reinforcing rib 130, and the main frame. It is set to be equal to the short side length of 110, and one side of the reinforcing bar 140 is formed with an insertion protrusion 141 that can be inserted through the insertion grooves (114, 133).
  • the insertion protrusion 141 is configured to rotate in a state where the reinforcement bar 140 is completely inserted into the insertion hole (113,132).
  • the insertion protrusions 141 are provided in plural and are disposed in both spaces partitioned by the reinforcing ribs 130, and the insertion protrusions 141 on one side of the first flange portion 112 and the first coupling part ( 115 is configured in a shape corresponding to the interspace, and the insertion protrusion 141 of the other side is configured in a shape corresponding to the space between the other side of the first flange portion 112 and the second coupling portion 131.
  • the length of the insertion protrusion 141 in the second axial direction is the length between one side of the first flange portion 112 and the first coupling portion 115, and the other side of the first flange portion 112 and the second coupling portion ( 131 is set to correspond to the length between, the protruding length of the insertion protrusion 141 is the distal end of the insertion protrusion 141 on the rear of the closing panel 111 in the state that the reinforcing bar 140 is rotated to a fixed position It is formed to a length that can be in close contact.
  • a rectangular through hole 142 may be formed in a second axis direction in the center of the cross section of the reinforcing bar 140, and a plurality of grooves 143 may be formed in the second axial direction on an outer circumferential surface thereof.
  • the reinforcing bar 140 may be manufactured by extrusion molding using a conventional extruder, and then forming a cutout at a position corresponding to the first flange 112 and the reinforcing rib 130 on the insertion protrusion 141. have.
  • FIG. 3 is a cross-sectional view taken along the line A-A 'of FIG. 1
  • FIG. 4 is a cross-sectional view taken along the line B-B' of FIG. 3
  • FIG. 5 is a cross-sectional view taken along the line C-C 'of FIG. It is a functional diagram showing the assembly process of the reinforcing bar of the prefabricated formwork panel for building according to the first embodiment of the present invention.
  • the finishing panel 111 of the main frame 110 has a front surface forming a finishing surface of the concrete curing space, the first flange portion 112 disposed on both rear sides of the finishing panel 111 is the left and right sides of the formwork panel. To form.
  • the second flange portion 120 is disposed on the upper and lower ends of the main frame 110, respectively, by welding the contact portion with the first flange portion 112 and the contact portion with the finishing panel 111. It is fixed to the main frame 110, and constitutes the upper and lower surfaces of the formwork panel.
  • a reinforcement rib 130 may be disposed at the center of the rear side of the closing panel 111 of the main frame 110 to fix the center of the closing panel 111 to the reinforcing bar 140.
  • the reinforcing rib 130 has a second coupling part 131 protruding to one side of the plate surface is inserted in the first axial direction to the first coupling part 115 formed on the rear surface of the finishing panel 111, the second coupling part Since 131 is interposed between the finishing panel 111 and the locking jaw portion, the third axial position of the reinforcing rib 130 is fixed.
  • the reinforcing bar 140 is inserted through the insertion holes 113 and 132 formed in the first flange 112 and the reinforcing rib 130 of the main frame 110, respectively, to increase rigidity against bending or torsion of the formwork panel. You can.
  • a plurality of such reinforcement ribs 130 are provided and positioned at positions where the reinforcement bars 140 are disposed, respectively, thereby forming the formwork panel 130 unnecessarily by forming the reinforcement ribs 130 at a portion where the reinforcement bars 140 are not disposed.
  • the weight of can be prevented from increasing.
  • the reinforcement bar 140 is in a state in which the insertion protrusions 141 of the reinforcement bar 140 and the insertion grooves 114 and 133 of the insertion holes 113 and 132 are aligned to each other (see FIG. 6A). It is inserted through the insertion hole 113 of the flange portion 112, and is inserted into the insertion hole 113 of the other first flange portion 112 via the insertion hole 132 formed in the reinforcing rib 130.
  • the reinforcing bar 140 is completely inserted to insert the insertion protrusion 141 into the first flange portion ( In the state located in the space between the 112 and the reinforcing rib 130, the reinforcing bar 140 is in a state capable of axial rotation.
  • the insertion protrusion 141 of the reinforcement bar 140 is displaced from the insertion grooves 114 and 133, and the insertion protrusion 141 of the reinforcement bar 140 is The first flange portion 112 and the reinforcing rib 130 is in a state sandwiched between.
  • the second coupling portion 131 is the first coupling portion Since the pressing force of the main frame 110 and the reinforcing rib 130 is increased in the third axial direction in close contact with the engaging jaw portion 115b of the 115, the main frame 110 and the reinforcing rib 130 may be increased. The coupling force of the reinforcing bar 140 penetrating in the first axis direction is increased.
  • the insertion protrusions 141 respectively positioned in both spaces of the reinforcing rib 130 are in close contact with the side surfaces of the first coupling part 115 and the second coupling part 131, respectively, The second coupling part 131 may be prevented from being arbitrarily separated by an external force.
  • the reinforcing bar 140 can be easily axially rotated using a tool having a protrusion corresponding to the square through hole 142.
  • the groove 143 formed on the outer circumferential surface of the reinforcement bar 140 may form a plurality of corners on the outer circumferential surface of the reinforcement bar 140, so that the reinforcement bar 140 may be arbitrarily rotated in the insertion holes 113 and 132. You can prevent it.
  • the weight of the reinforcing bar 140 can be reduced by the through-hole 142 and the recess 143 formed in the center of the reinforcing bar 140, thereby minimizing the material cost and the load of the formwork.
  • the reinforcement bar 140 is inserted into the insertion hole 113 of the first flange portion 112 of the main frame 110 and the insertion hole 132 of the reinforcing rib 130, the assembly is completed, the reinforcement By plastically deforming both ends of the bar 140, it is also possible to prevent the reinforcing bar 140 from being separated from the main frame 110.
  • the automated assembly process can be expanded, thereby minimizing the manufacturing cost.
  • the reinforcing ribs 130 may be disposed only at the coupling position of the reinforcing bar 140, the reinforcing ribs 130 are unnecessary at the portion where the reinforcing bar 140 is not disposed. Can be prevented from being positioned to achieve weight reduction.
  • This first embodiment is suitable for a case in which the reinforcement of the central part is not required because the second axial length of the finishing panel 111 is short.
  • FIG. 7 is a perspective view of a prefabricated formwork panel for building according to a second embodiment of the present invention
  • FIG. 8 is an exploded perspective view of FIG. 7
  • FIG. 9 is an enlarged sectional view of a portion “A” of FIG. 7,
  • FIG. This is a functional diagram showing the assembly process of the first coupling portion and the second coupling portion according to the second embodiment.
  • the main frame 110 is divided, and the fixed main frame 110 by using the reinforcing ribs 130 Is different from the first embodiment.
  • the main frame 110 is separated from the center of the finishing panel 111, the first flange portion 112 is formed on one side of the finishing panel 111 and the first coupling portion 115 'on the other side
  • the first body 110a and the second body 110b formed are divided.
  • the reinforcing rib 130 includes a second coupling part 131 ′ which simultaneously fixes the first coupling part 115 ′ formed on the first body 110 a and the second body 110 b, respectively.
  • the first coupling part 115 ′ is disposed in a direction opposite to each other on the first body 110 a and the second body 110 b, and the second coupling part 131 ′ is formed on the first body 110 a of the first body 110 a.
  • the coupling part 115 'and the second coupling part 131' of the second body 110b are provided in plural and spaced apart from each other to be fixed at the same time.
  • first coupling portion 115 ′ and the second coupling portion 131 ′ have an arc-shaped ring shape engaged with each other.
  • first body 110 a and the second body are engaged with each other by arranging the 110b in the inclined direction, as shown in FIG.
  • Each of the two bodies 110b is rotated to have a coupling structure for coupling the first coupling portion 115 'and the second coupling portion 131'.
  • stoppers 116 are provided in close contact with each other to prevent further rotation.
  • the reinforcing bar 140 is inserted into the insertion holes 113 and 132 formed in the first flange 112 and the reinforcing rib 130, and rotates by a predetermined angle for fixing.
  • the insertion protrusion 141 of the reinforcing bar 140 is fixed.
  • Is in close contact with the finishing panel 111 not only increases the coupling force between the main frame 110 and the reinforcing rib 130, but also the direction in which the first coupling portion 115 'is separated from the second coupling portion 131'. Since the rotation is limited, the first coupling part 115 ′ and the second coupling part 131 ′ may be prevented from being arbitrarily separated by an external force. Since the coupling structure and the fixing process of the reinforcing bar 140 is the same as the first embodiment, a detailed description thereof will be omitted.

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)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)

Abstract

The present invention relates to a prefabricated construction mold panel. According to the present invention, the prefabricated construction mold panel comprises: a main frame including a finishing panel for forming a finishing surface of a concrete curing space, first flange parts respectively protruding in the vertical direction from both sides of the rear surface of the finishing panel so as to form side surfaces, and a reinforcing rib protruding in the vertical direction from the center of the rear surface of the finishing panel so as to be arranged in parallel to the first flange part; second flange parts fixed to the upper and lower ends of the main frame; and a plurality of reinforcing bars arranged in the direction in which the reinforcing bars intersect with the first flange parts, and coupled by passing through the first flange parts and the reinforcing rib, wherein the reinforcing rib is detachably assembled to the rear surface of the main frame.

Description

건축용 조립식 거푸집 패널Prefab Formwork Panels For Building
본 발명은 건축용 조립식 거푸집 패널에 관한 것으로서, 보다 상세하게는 간편하게 조립할 수 있는 건축용 조립식 거푸집 패널에 관한 것이다.The present invention relates to a prefabricated formwork panel for building, and more particularly to a prefabricated formwork panel for building that can be easily assembled.
아파트, 빌딩, 일반 주택 등의 건물 벽체는 거푸집을 사용하여 기본 형상을 형성한 후 콘크리트를 타설하고 양생하여 형성된다. 통상 거푸집은 콘크리트를 일정한 형상과 치수로 유지시켜 주고, 그 경화에 필요한 수분의 누출을 방지하며, 외부 충격 등이 콘크리트에 미치지 않도록 하여 콘크리트가 양생될 때까지 사용되는 가설물이다. 이 거푸집의 공사는 콘크리트의 시공과정과 결과에 매우 중요한 영향을 미치며 마무리공사에도 많은 영향을 주므로 거푸집시공에 많은 심혈을 기울이게 된다. Building walls such as apartments, buildings, and general houses are formed by forming a basic shape using formwork and then placing concrete and curing. Formwork is a temporary that is used until the concrete is cured to maintain the concrete in a constant shape and dimensions, to prevent the leakage of moisture required for its hardening, and to prevent external impacts, etc. fall on the concrete. The work of this formwork has a very important influence on the construction process and the result of the concrete, and also has a great influence on the finishing work, so much attention is paid to the formwork.
이와 같은 거푸집에는 통상 철재 프레임의 전면에 합판을 결합시켜 구성되는 유로폼과 알루미늄 재질로 형성하는 고급형의 알루미늄 폼으로 구분되고 있다.Such formwork is usually divided into euro-form formed by combining the plywood on the front of the steel frame and high-grade aluminum foam formed of aluminum.
종래의 유로폼은 타설 공사 후, 철거하여 재사용할 수는 있으나, 두꺼운 합판과 철재로 이루어진 프레임에 의해 무게가 무거워 작업자가 혼자서 핸들링하기 어려우므로, 작은 규격으로 제조할 수밖에 없으므로, 시공시 연결하는데 어려움이 따르는 문제가 있다.Conventional Eurofoam can be dismantled and reused after pouring, but it is difficult to be handled by the worker because it is heavy due to the heavy frame made of thick plywood and steel. There is a problem that follows.
한편, 대한민국 공개특허공보 공개번호 10-1998-0009704호 "알루미늄 유로폼(콘크리트 거푸집) 및 그 제조방법"은 통상의 압출기에서 알루미늄(Al)재질로 좌,우 양측면에는 외곽테가 형성되고, 내부에는 다수의 보강돌기가 각각 길이방향으로 일체로 형성되도록 메인판을 압출성형하는 압출성형공정인 제1공정과, 압출성형공정인 제1공정에서 압출성형된 메인판의 측면을 가공하여 연결공을 형성함과 동시에 양단에 보강테를 설치할 수 있도록 가공하는 가공공정인 제2공정과, 가공공정인 제2공정에서 메인판의 양단에 가공하여서 형성된 보강테설치부위에 별도의 알루미늄(Al)재질로 된 보강테를 일체가 되도록 용접구성하는 보강테접합공정인 제3공정으로 이루어져 형성되는 알루미늄 폼을 제안하고 있다.On the other hand, Korean Laid-open Patent Publication No. 10-1998-0009704 "Aluminum Euroform (concrete formwork) and its manufacturing method" is made of aluminum (Al) material in a conventional extruder, the outer frame is formed on both left and right sides, and the inside Forming a connection hole by processing the first step of the extrusion process for extruding the main plate so that a plurality of reinforcing protrusions are integrally formed in the longitudinal direction, and the side surface of the main plate extruded in the first process, the extrusion process At the same time, a second process, which is a machining process for installing reinforcement frames at both ends, and a separate aluminum (Al) material at the reinforcement frame installation parts formed by machining at both ends of the main plate in the second process, which is a machining process, There is proposed an aluminum foam formed by a third process, which is a reinforcing frame bonding process for welding a reinforcing frame to be integrated.
그러나, 종래의 알루미늄 폼은, 측면과 보강돌기가 함께 형성된 메인판의 양단부에 보강테를 용접하는 과정에서, 메인판과 보강테의 접합부위가 복잡한 형상을 갖기 때문에, 보강테와 접하는 메인판의 외곽라인을 따라 용접하기가 어렵고, 용접 과정에서 많은 불량률이 발생하는 문제가 있다. However, in the case of the conventional aluminum foam, the joining portion of the main plate and the reinforcing frame has a complicated shape in the process of welding the reinforcing frame to both ends of the main plate formed with the side and the reinforcement projection, the main plate of the main plate in contact with the reinforcing frame Difficult to weld along the outer line, there is a problem that a lot of failure rate occurs in the welding process.
또한, 알루미늄은 용접과정에서 판재에 구멍이 생기기 쉽기 때문에, 두께가 필요 이상으로 두꺼워져야 하며, 이는 거푸집의 하중 및 생산단가의 증가요인이 되므로, 용접부위를 최소화하는 것이 바람직하다.In addition, since aluminum is likely to form a hole in the plate during welding, the thickness should be thicker than necessary, which is an increase in the load and production cost of the formwork, it is desirable to minimize the welding area.
따라서, 본 발명의 목적은 이와 같은 종래의 문제점을 해결하기 위한 것으로서, 용접부위를 최소화하여 간편하게 조립할 수 있는 건축용 조립식 거푸집 패널을 제공함에 있다.Accordingly, an object of the present invention is to solve such a conventional problem, to provide a prefabricated formwork panel for building that can be easily assembled by minimizing the welding area.
또한, 압출기의 압출 성형 제한폭 이상의 폭을 갖는 거푸집을 제작할 수 있는 건축용 조립식 거푸집 패널을 제공함에 있다.In addition, it is to provide a prefabricated formwork panel for building which can produce a formwork having a width of more than the extrusion limit of the extruder.
또한, 압출 방향으로 플랜지부와 보강리브를 배치하고, 압출 방향과 교차하는 방향으로 보강바를 조립함으로써, 수평방향 및 수직방향 강성을 증대시킬 수 있는 건축용 조립식 거푸집 패널을 제공함에 있다.In addition, by arranging the flange portion and the reinforcing rib in the extrusion direction, and assembling the reinforcement bar in the direction intersecting the extrusion direction, to provide a prefabricated formwork panel for building that can increase the horizontal and vertical rigidity.
또한, 메인 프레임에 조립되는 고정바를 별도의 고정수단 없이 견고하게 고정하는 것은 물론, 고정바가 임의로 분리되는 것을 방지할 수 있는 건축용 조립식 거푸집 패널을 제공함에 있다. In addition, the fixing bar to be assembled to the main frame without a separate fixing means to securely, as well as to provide a building prefabricated formwork panel that can be prevented from being separated arbitrarily.
상기 목적은, 본 발명에 따라, 콘크리트 양생공간의 마감면을 형성하는 마감패널과, 상기 마감패널의 후면 양측에 각각 수직방향으로 돌출되어 측면을 형성하는 제1플랜지부와, 상기 마감패널의 후면 중앙에 수직방향으로 돌출되어 상기 제1플랜지부와 나란하게 배치되는 보강리브를 포함하는 메인 프레임;과, 상기 메인 프레임의 상단과 하단에 고정되는 제2플랜지부; 및 상기 제1플랜지부와 교차하는 방향으로 배치되고, 상기 제1플랜지부와 보강리브를 관통하여 체결되는 다수의 보강바;를 포함하며, 상기 보강리브는 상기 메인 프레임의 후면에 착탈 가능하게 조립되는 것을 특징으로 하는 건축용 조립식 거푸집 패널에 의해 달성된다.The object is, according to the present invention, the finishing panel to form a finishing surface of the concrete curing space, the first flange portion protruding in the vertical direction on both sides of the rear surface of the finishing panel to form a side, and the rear of the finishing panel A main frame including a reinforcing rib protruding in a vertical direction from the center and arranged in parallel with the first flange portion; and a second flange portion fixed to upper and lower ends of the main frame; And a plurality of reinforcing bars disposed in a direction crossing the first flange portion and fastened through the first flange portion and the reinforcing ribs, wherein the reinforcing ribs are detachably assembled to the rear surface of the main frame. It is achieved by a prefabricated formwork panel for building, characterized in that.
여기서, 상기 마감패널의 후면에는 보강리브가 탈착 가능하게 조립되는 제1결합부가 형성되고, 상기 보강리브에는 상기 결합부와 맞물리는 제2결합부가 형성되는 것이 바람직하다.Here, it is preferable that the first coupling part is detachably assembled on the rear surface of the finishing panel, and the second coupling part engaging with the coupling part is formed on the reinforcing rib.
또한, 상기 제1결합부와 제2결합부는 서로 맞물리는 고리 형태로 이루어지는 것이 바람직하다.In addition, the first coupling portion and the second coupling portion is preferably made of a ring shape that is engaged with each other.
또한, 상기 메인 프레임은 상기 마감패널의 중앙이 분리되어 일측에 제1플랜지부가 형성되고 타측에 보강리브가 형성된 제1몸체와 제2몸체로 분할 구성되는 것이 바람직하다.The main frame may be divided into a first body and a second body in which a center of the finishing panel is separated and a first flange part is formed at one side and a reinforcing rib is formed at the other side.
또한, 상기 보강리브의 제2결합부는, 상기 제1몸체의 제1결합부 및 제2몸체의 제1결합부와 각각 맞물리도록 복수 마련되는 것이 바람직하다.In addition, it is preferable that a plurality of second coupling portions of the reinforcing ribs are provided to engage with the first coupling portion of the first body and the first coupling portion of the second body, respectively.
또한, 상기 제1결합부와 제2결합부는 각각 서로 맞물리는 원호형의 고리로 이루어지는 것이 바람직하다.In addition, it is preferable that the first coupling portion and the second coupling portion each comprise an arc-shaped ring that is engaged with each other.
또한, 상기 제1몸체와 제2몸체에는 상기 제1결합부와 제2결합부가 맞물린 상태에서 서로 밀착하여 추가회동을 제한하는 스토퍼가 각각 형성되는 것이 바람직하다.In addition, the first body and the second body is preferably formed in each of the stopper for limiting the further rotation in close contact with each other in the state in which the first coupling portion and the second coupling portion are engaged.
또한, 상기 제1플랜지부와 보강리브에는 상기 보강바가 관통 삽입된 상태에서 회전가능하게 지지되는 삽입공이 각각 형성되고, 상기 삽입공의 일측에는 삽입홈이 형성되고, 상기 보강바의 일측에는 상기 삽입홈을 통해 삽입된 상태에서 보강바의 회전에 의해 제1플랜지부와 보강리브의 사이공간에 고정되는 삽입돌기가 형성되는 것이 바람직하다.In addition, the first flange portion and the reinforcing ribs are formed with insertion holes rotatably supported in the state where the reinforcing bar is inserted through, respectively, an insertion groove is formed at one side of the insertion hole, and the insertion at one side of the reinforcing bar. It is preferable that an insertion protrusion fixed to the space between the first flange portion and the reinforcing rib is formed by the rotation of the reinforcing bar in the state inserted through the groove.
또한, 상기 삽입돌기의 축방향 길이는, 상기 삽입돌기가 제1플랜지부와 보강리브 사이공간에 삽입된 상태에서, 삽입돌기의 양단부가 제1플랜지부와 보강리브의 측면에 밀착될 수 있는 길이로 설정되는 것이 바람직하다.In addition, the axial length of the insertion protrusion, the length that both ends of the insertion protrusion can be in close contact with the side of the first flange portion and the reinforcing rib in a state that the insertion protrusion is inserted into the space between the first flange portion and the reinforcing rib. Is preferably set to.
또한, 상기 제1결합부와 제2결합부는 서로 맞물린 상태에서, 상기 보강바의 삽입돌기 사이공간에 삽입되는 것이 바람직하다.In addition, it is preferable that the first coupling portion and the second coupling portion are inserted into the space between the insertion protrusions of the reinforcing bar in a state of being engaged with each other.
또한, 상기 삽입돌기의 돌출방향 길이는, 상기 삽입돌기가 마감패널을 향해 회전한 상태에서, 삽입돌기의 말단부가 마감패널의 후면부에 밀착할 수 있는 길이로 설정되는 것이 바람직하다.In addition, the length of the protruding direction of the insertion protrusion is preferably set to a length such that the distal end of the insertion protrusion can be in close contact with the rear portion of the closing panel while the insertion protrusion is rotated toward the closing panel.
본 발명에 따르면, 용접부위를 최소화하여 간편하게 조립할 수 있는 건축용 조립식 거푸집 패널이 제공된다.According to the present invention, there is provided a prefabricated formwork panel for building that can be easily assembled with a minimum of welding.
또한, 압출기의 압출 성형 제한폭 이상의 폭을 갖는 거푸집을 제작할 수 있는 건축용 조립식 거푸집 패널이 제공된다.Also provided is a building prefabricated formwork panel that can produce formwork having a width greater than the extrusion limit of the extruder.
또한, 압출 방향으로 플랜지부와 보강리브를 배치하고, 압출 방향과 교차하는 방향으로 보강바를 조립함으로써, 수평방향 및 수직방향 강성을 증대시킬 수 있는 건축용 조립식 거푸집 패널이 제공된다.In addition, by providing the flange portion and the reinforcing rib in the extrusion direction, and assembling the reinforcement bar in the direction intersecting the extrusion direction, there is provided a building prefabricated formwork panel that can increase the horizontal and vertical rigidity.
또한, 메인 프레임에 조립되는 고정바를 별도의 고정수단 없이 견고하게 고정하는 것은 물론, 고정바가 임의로 분리되는 것을 방지할 수 있는 건축용 조립식 거푸집 패널이 제공된다.In addition, there is provided a building prefabricated formwork panel that can be firmly fixed to the fixing bar to be assembled to the main frame without a separate fixing means, as well as to prevent the fixing bar from being separated arbitrarily.
도 1은 본 발명의 제1실시예에 따른 건축용 조립식 거푸집 패널의 사시도,1 is a perspective view of a prefabricated formwork panel for building according to a first embodiment of the present invention,
도 2는 도 1의 분해사시도, 2 is an exploded perspective view of FIG. 1;
도 3은 도 1의 A-A'선 단면도, 3 is a cross-sectional view taken along line AA ′ of FIG. 1;
도 4는 도 3의 B-B'선 단면도, 4 is a cross-sectional view taken along the line B-B 'of FIG.
도 5는 도 3의 C-C'선 단면도, 5 is a cross-sectional view taken along line C-C 'of FIG.
도 6은 본 발명의 제1실시예에 따른 건축용 조립식 거푸집 패널의 보강바 조립과정을 나타낸 작용도, Figure 6 is a functional diagram showing a reinforcing bar assembly process of the prefabricated formwork panel for building according to the first embodiment of the present invention,
도 7은 본 발명의 제2실시예에 따른 건축용 조립식 거푸집 패널의 사시도,7 is a perspective view of a prefabricated formwork panel for building according to a second embodiment of the present invention;
도 8은 도 7의 분해사시도, 8 is an exploded perspective view of FIG. 7;
도 9는 도 7의 "A"부분 확대단면도, 9 is an enlarged cross-sectional view of portion “A” of FIG. 7;
도 10은 본 발명의 제2실시예에 따른 제1결합부와 제2결합부의 조립과정을 나타낸 작용도이다.10 is a functional diagram showing the assembly process of the first coupling portion and the second coupling portion according to the second embodiment of the present invention.
설명에 앞서, 여러 실시예에 있어서, 동일한 구성을 가지는 구성요소에 대해서는 동일한 부호를 사용하여 대표적으로 제1실시예에서 설명하고, 그 외의 실시예에서는 제1실시예와 다른 구성에 대해서 설명하기로 한다.Prior to the description, in the various embodiments, components having the same configuration will be representatively described in the first embodiment using the same reference numerals, and in other embodiments, different configurations from the first embodiment will be described. do.
이하, 첨부한 도면을 참조하여 본 발명의 제1실시예에 따른 건축용 조립식 거푸집 패널에 대하여 상세하게 설명한다.Hereinafter, with reference to the accompanying drawings will be described in detail with respect to the building prefabricated formwork panel according to the first embodiment of the present invention.
도 1은 본 발명의 제1실시예에 따른 건축용 조립식 거푸집 패널의 사시도이고, 도 2는 도 1의 분해사시도이다.1 is a perspective view of a prefabricated formwork panel for building according to a first embodiment of the present invention, Figure 2 is an exploded perspective view of FIG.
상기 도면에서 도시하는 바와 같은 본 발명 건축용 조립식 거푸집 패널은 크게 메인 프레임(110)과, 제2플랜지부(120), 보강리브(130) 및 보강바(140)를 포함하여 구성된다. Prefabricated formwork panel for building the present invention as shown in the drawings is largely configured to include a main frame 110, a second flange portion 120, reinforcing rib 130 and reinforcing bar 140.
본 실시예에서는 설명의 편의를 위해 제1축(X)은 메인 프레임(110)의 단변과 나란하고, 제2축(Y)은 메인 프레임(110)의 장변과 나란하고, 제3축(Z)은 메인 프레임(110)의 판면을 관통하는 방향으로 설정되는 것으로 예를 들어 설명한다.In the present exemplary embodiment, for convenience of description, the first axis X is parallel to the short side of the main frame 110, the second axis Y is parallel to the long side of the main frame 110, and the third axis Z is disposed. ) Is set in a direction penetrating the plate surface of the main frame 110, for example.
상기 메인 프레임(110)은 전면부가 콘크리트 양생공간의 마감면을 형성하는 마감패널(111)과, 상기 마감패널(111)의 후면 양측에 각각 수직방향으로 돌출되어 거푸집 패널의 양 측면을 형성하는 제1플랜지부(112) 및 상기 마감패널(111)의 후면 중앙에서 제1플랜지부(112)와 나란한 방향으로 형성되는 제1결합부(115)를 포함하여 구성된다. 한편, 상기 제1결합부(115)는 마감패널(111)의 판면으로부터 제3축 방향으로 연장되는 목부와, 상기 목부의 말단부로부터 제1축 방향으로 연장되는 걸림턱부로 구성될 수 있다. 즉, 상기 걸림턱부는 목부에 의해 마감패널(111)로부터 소정간격 이격된 상태가 되며, 이러한 이격 간격은 후술할 제2결합부(131)가 용이하게 삽입될 수 있도록 제2결합부(131)의 두께보다 다소 크게 형성되는 것이 바람직하다.The main frame 110 has a front panel forming a finishing panel 111 forming a finishing surface of the concrete curing space, and protruding in the vertical direction on both sides of the rear surface of the finishing panel 111 to form both sides of the formwork panel, respectively. It comprises a first flange portion 112 and the first coupling portion 115 formed in a direction parallel to the first flange portion 112 in the center of the back of the closing panel 111. On the other hand, the first coupling portion 115 may be composed of a neck extending in the third axis direction from the plate surface of the closing panel 111, and a locking step extending in the first axis direction from the distal end of the neck. That is, the locking jaw portion is a predetermined spaced apart state from the closing panel 111 by the neck, the spaced interval is the second coupling portion 131 so that the second coupling portion 131 to be described later can be easily inserted It is preferable to form somewhat larger than the thickness of.
상기 제2플랜지부(120)는 상기 메인 프레임(110)의 단변에 고정되어 거푸집 패널의 상면과 하면을 형성한다. 한편, 상기 제2플랜지부(120)는 메인 프레임(110)의 상단과 하단에 배치된 상태에서 상기 제1플랜지부(112) 및 마감패널(111)과의 접촉부위가 용접에 의해 고정될 수 있다. 특히, 상기 제2플랜지부(120)가 접촉하는 제1플랜지부(112)와 마감패널(111)의 접촉부위는 직선형으로 이루어져, 종래와 같이 복잡한 형태의 용접라인을 형성하지 않으므로 용접공정을 최소화할 수 있다.The second flange portion 120 is fixed to a short side of the main frame 110 to form an upper surface and a lower surface of the formwork panel. Meanwhile, in the state where the second flange portion 120 is disposed at the upper and lower ends of the main frame 110, the contact portion between the first flange portion 112 and the finishing panel 111 may be fixed by welding. have. In particular, the contact portion of the first flange portion 112 and the finishing panel 111 that the second flange portion 120 is in contact is made of a straight line, minimizing the welding process because it does not form a complex welding line as in the prior art can do.
상기 보강리브(130)는 상기 마감패널(111)의 후면 중앙에 배치되고, 다수 마련되어 상기 제1플랜지부(112)와 나란하게 이격 배치되며, 마감패널(111)과 마주하는 단부의 일측에는 상기 제1결합부(115)에 제1축 방향으로 삽입되어 제1결합부(115)의 걸림턱부와 제3축 방향으로 맞물리는 제2결합부(131)가 돌출 형성된다. The reinforcing ribs 130 are disposed at the rear center of the finishing panel 111, are provided in plurality, and are spaced apart from each other in parallel with the first flange 112, and at one side of an end facing the finishing panel 111. The second coupling portion 131 is inserted into the first coupling portion 115 in the first axial direction and is engaged with the locking jaw portion of the first coupling portion 115 in the third axial direction to protrude.
상기 제1플랜지부(112)와 보강리브(130)에는 상기 보강바(140)가 관통 삽입된 상태에서 회전가능하게 지지되는 삽입공(113,132)이 각각 형성되고, 상기 삽입공(113,132)의 일측에는 삽입홈(114,133)이 형성된다. The first flange 112 and the reinforcing rib 130 are formed with insertion holes 113 and 132 rotatably supported in a state where the reinforcing bar 140 is inserted therethrough, and one side of the insertion holes 113 and 132, respectively. Insertion grooves 114 and 133 are formed in the grooves.
한편, 상기 메인 프레임(110)과 보강리브(130) 및 제2플랜지부(120)는 알루미늄 재질로 이루어지고, 통상의 압출기를 이용해 압출 성형한 후, 제1플랜지부(112)와 보강리브(130)에 삽입공(113,132)을 타공하고, 제1플랜지부(112)와 제2플랜지부(120)에 거푸집 패널간의 연결을 위한 연결공(미도시)을 다수 타공하여 제조할 수 있다.On the other hand, the main frame 110, the reinforcing rib 130 and the second flange portion 120 is made of aluminum, after extrusion molding using a conventional extruder, the first flange 112 and the reinforcing rib ( 130 and the insertion holes 113 and 132, and a plurality of connection holes (not shown) for connecting the formwork panel to the first flange portion 112 and the second flange portion 120 can be manufactured by perforating.
상기 보강바(140)는 상기 제1플랜지부(112)와 교차하는 제2축 방향으로 배치되고, 상기 제1플랜지부(112)와 보강리브(130)를 관통하여 체결되는 것으로서, 상기 메인 프레임(110)의 단변 길이와 동일하게 설정되고, 상기 보강바(140)의 일측에는 상기 삽입홈(114,133)을 통해 삽입될 수 있는 삽입돌기(141)가 형성된다. The reinforcing bar 140 is disposed in a second axial direction crossing the first flange portion 112, and is fastened through the first flange portion 112 and the reinforcing rib 130, and the main frame. It is set to be equal to the short side length of 110, and one side of the reinforcing bar 140 is formed with an insertion protrusion 141 that can be inserted through the insertion grooves (114, 133).
또한, 상기 삽입돌기(141)는 상기 보강바(140)가 삽입공(113,132)에 완전히 삽입된 상태에서 회전할 수 있도록 구성된다. 구체적으로, 상기 삽입돌기(141)는 복수 마련되어 보강리브(130)에 의해 구획되는 양측 공간에 각각 배치되며, 일측의 삽입돌기(141)는 일측 제1플랜지부(112)와 제1결합부(115) 사이공간에 대응하는 형상으로 구성되고, 타측의 삽입돌기(141)는 타측 제1플랜지부(112)와 제2결합부(131) 사이공간에 대응하는 형상으로 구성된다.In addition, the insertion protrusion 141 is configured to rotate in a state where the reinforcement bar 140 is completely inserted into the insertion hole (113,132). Specifically, the insertion protrusions 141 are provided in plural and are disposed in both spaces partitioned by the reinforcing ribs 130, and the insertion protrusions 141 on one side of the first flange portion 112 and the first coupling part ( 115 is configured in a shape corresponding to the interspace, and the insertion protrusion 141 of the other side is configured in a shape corresponding to the space between the other side of the first flange portion 112 and the second coupling portion 131.
구체적으로, 삽입돌기(141)의 제2축 방향 길이는 일측 제1플랜지부(112)와 제1결합부(115) 사이의 길이와, 타측 제1플랜지부(112)와 제2결합부(131) 사이의 길이에 대응하도록 설정되고, 삽입돌기(141)의 돌출방향 길이는 보강바(140)가 고정위치로 회전한 상태에서 삽입돌기(141)의 말단부가 마감패널(111)의 후면에 밀착할 수 있는 길이로 형성된다. Specifically, the length of the insertion protrusion 141 in the second axial direction is the length between one side of the first flange portion 112 and the first coupling portion 115, and the other side of the first flange portion 112 and the second coupling portion ( 131 is set to correspond to the length between, the protruding length of the insertion protrusion 141 is the distal end of the insertion protrusion 141 on the rear of the closing panel 111 in the state that the reinforcing bar 140 is rotated to a fixed position It is formed to a length that can be in close contact.
또한, 상기 보강바(140)의 단면의 중앙에는 각형의 관통홀(142)이 제2축 방향으로 형성되고, 외주면에는 다수의 요홈(143)이 제2축 방향으로 형성될 수 있다. 이러한 보강바(140)는 통상의 압출기를 이용해 압출 성형한 후, 상기 삽입돌기(141) 상의 상기 제1플랜지부(112)와 보강리브(130)에 대응하는 위치에 절개부를 형성하여 제조할 수 있다.In addition, a rectangular through hole 142 may be formed in a second axis direction in the center of the cross section of the reinforcing bar 140, and a plurality of grooves 143 may be formed in the second axial direction on an outer circumferential surface thereof. The reinforcing bar 140 may be manufactured by extrusion molding using a conventional extruder, and then forming a cutout at a position corresponding to the first flange 112 and the reinforcing rib 130 on the insertion protrusion 141. have.
지금부터는 상술한 건축용 조립식 거푸집 패널의 제1실시예의 작동에 대하여 설명한다.The operation of the first embodiment of the prefabricated formwork panel for building described above will now be described.
첨부도면 중, 도 3은 도 1의 A-A'선 단면도이고, 도 4는 도 3의 B-B'선 단면도이고, 도 5는 도 3의 C-C'선 단면도이고, 도 6은 본 발명의 제1실시예에 따른 건축용 조립식 거푸집 패널의 보강바의 조립과정을 나타낸 작용도이다.3 is a cross-sectional view taken along the line A-A 'of FIG. 1, FIG. 4 is a cross-sectional view taken along the line B-B' of FIG. 3, FIG. 5 is a cross-sectional view taken along the line C-C 'of FIG. It is a functional diagram showing the assembly process of the reinforcing bar of the prefabricated formwork panel for building according to the first embodiment of the present invention.
메인 프레임(110)의 마감패널(111)은 전면이 콘크리트 양생 공간의 마감면을 형성하고, 마감패널(111)의 후면 양측에 배치된 제1플랜지부(112)는 거푸집 패널의 좌측면과 우측면을 형성한다.The finishing panel 111 of the main frame 110 has a front surface forming a finishing surface of the concrete curing space, the first flange portion 112 disposed on both rear sides of the finishing panel 111 is the left and right sides of the formwork panel. To form.
제2플랜지부(120)는 상기 메인 프레임(110)의 상단과 하단에 각각 배치한 상태에서, 제1플랜지부(112)와의 접촉부위 및 마감패널(111)과의 접촉부위를 용접하는 것에 의해 상기 메인 프레임(110)에 고정되며, 거푸집 패널의 상면과 하면을 구성한다.The second flange portion 120 is disposed on the upper and lower ends of the main frame 110, respectively, by welding the contact portion with the first flange portion 112 and the contact portion with the finishing panel 111. It is fixed to the main frame 110, and constitutes the upper and lower surfaces of the formwork panel.
상기 메인 프레임(110)의 마감패널(111) 후면 중앙에는 마감패널(111)의 중앙을 보강바(140)에 고정할 수 있는 보강리브(130)가 배치된다. 보강리브(130)는 판면의 일측으로 돌출된 제2결합부(131)가 상기 마감패널(111)의 후면에 형성된 제1결합부(115)에 제1축 방향으로 삽입되어, 제2결합부(131)가 마감패널(111)과 걸림턱부 사이에 개재되므로, 보강리브(130)의 제3축 방향 위치가 고정된다. 상기 보강바(140)는 상기 메인 프레임(110)의 제1플랜지부(112)와 보강리브(130)에 각각 형성된 삽입공(113,132)으로 관통 삽입되어 거푸집 패널의 휨이나 비틀림에 대한 강성을 증대시킬 수 있다.A reinforcement rib 130 may be disposed at the center of the rear side of the closing panel 111 of the main frame 110 to fix the center of the closing panel 111 to the reinforcing bar 140. The reinforcing rib 130 has a second coupling part 131 protruding to one side of the plate surface is inserted in the first axial direction to the first coupling part 115 formed on the rear surface of the finishing panel 111, the second coupling part Since 131 is interposed between the finishing panel 111 and the locking jaw portion, the third axial position of the reinforcing rib 130 is fixed. The reinforcing bar 140 is inserted through the insertion holes 113 and 132 formed in the first flange 112 and the reinforcing rib 130 of the main frame 110, respectively, to increase rigidity against bending or torsion of the formwork panel. You can.
이러한 보강리브(130)는 다수 마련되고, 보강바(140)가 배치되는 위치에 각각 위치함으로써, 보강바(140)가 배치되지 않는 부위에 불필요하게 보강리브(130)가 형성되는 것에 의해 거푸집 패널의 중량이 증가하게 되는 것을 방지할 수 있다. A plurality of such reinforcement ribs 130 are provided and positioned at positions where the reinforcement bars 140 are disposed, respectively, thereby forming the formwork panel 130 unnecessarily by forming the reinforcement ribs 130 at a portion where the reinforcement bars 140 are not disposed. The weight of can be prevented from increasing.
상기 보강바(140)는 보강바(140)의 삽입돌기(141)와 삽입공(113,132)의 삽입홈(114,133)이 일치하도록 정렬된 상태(도 6의 (a) 참조)에서, 일측 제1플랜지부(112)의 삽입공(113)을 통해 삽입되고, 보강리브(130)에 형성된 삽입공(132)을 경유한 다음 타측 제1플랜지부(112)의 삽입공(113)으로 삽입된다.The reinforcement bar 140 is in a state in which the insertion protrusions 141 of the reinforcement bar 140 and the insertion grooves 114 and 133 of the insertion holes 113 and 132 are aligned to each other (see FIG. 6A). It is inserted through the insertion hole 113 of the flange portion 112, and is inserted into the insertion hole 113 of the other first flange portion 112 via the insertion hole 132 formed in the reinforcing rib 130.
이때, 상기 삽입돌기(141)는 제1플랜지부(112)와 보강리브(130) 사이 공간 내에 배치되어 있으므로, 보강바(140)가 완전히 삽입되어 상기 삽입돌기(141)가 제1플랜지부(112)와 보강리브(130) 사이 공간에 위치한 상태에서는, 보강바(140)는 축회전 가능한 상태가 된다. 이어, 보강바(140)를 소정각도 축회전시키면, 상기 보강바(140)의 삽입돌기(141)가 삽입홈(114,133)과 어긋나게 되는 것과 동시에, 보강바(140)의 삽입돌기(141)가 제1플랜지부(112)와 보강리브(130) 사이 공간에 끼인 상태가 된다. In this case, since the insertion protrusion 141 is disposed in the space between the first flange portion 112 and the reinforcing rib 130, the reinforcing bar 140 is completely inserted to insert the insertion protrusion 141 into the first flange portion ( In the state located in the space between the 112 and the reinforcing rib 130, the reinforcing bar 140 is in a state capable of axial rotation. Subsequently, when the reinforcement bar 140 is rotated by a predetermined angle, the insertion protrusion 141 of the reinforcement bar 140 is displaced from the insertion grooves 114 and 133, and the insertion protrusion 141 of the reinforcement bar 140 is The first flange portion 112 and the reinforcing rib 130 is in a state sandwiched between.
즉, 도 6의 (b)와 같이 보강바(140)를 회전시켜 삽입돌기(141)의 선단부가 마감패널(111)의 후면에 밀착되도록 하면, 제2결합부(131)가 제1결합부(115)의 걸림턱부(115b)와 밀착하는 제3축 방향으로 가압되므로 메인 프레임(110)과 보강리브(130)의 결합력이 증대되는 것은 물론, 상기 메인 프레임(110)과 보강리브(130)를 제1축 방향으로 관통한 보강바(140)의 결합력이 증대된다.That is, when the front end portion of the insertion protrusion 141 is in close contact with the rear surface of the finishing panel 111 by rotating the reinforcing bar 140 as shown in (b) of Figure 6, the second coupling portion 131 is the first coupling portion Since the pressing force of the main frame 110 and the reinforcing rib 130 is increased in the third axial direction in close contact with the engaging jaw portion 115b of the 115, the main frame 110 and the reinforcing rib 130 may be increased. The coupling force of the reinforcing bar 140 penetrating in the first axis direction is increased.
뿐만 아니라, 보강리브(130)의 양측 공간에 각각 위치한 삽입돌기(141)가 제1결합부(115)와 제2결합부(131)의 측면에 각각 밀착되므로, 제1결합부(115)와 제2결합부(131)가 외력에 의해 임의로 분리되는 것을 방지할 수 있다. In addition, since the insertion protrusions 141 respectively positioned in both spaces of the reinforcing rib 130 are in close contact with the side surfaces of the first coupling part 115 and the second coupling part 131, respectively, The second coupling part 131 may be prevented from being arbitrarily separated by an external force.
아울러, 보강바(140)의 중앙에 형성된 관통홀(142)은 각형으로 이루어져 있으므로, 각형 관통홀(142)에 대응하는 형상의 돌기를 갖는 공구를 이용해 보강바(140)를 용이하게 축회전시킬 수 있으며, 보강바(140)의 외주면에 형성된 요홈(143)은 보강바(140)의 외주면에 여러 개의 모서리를 형성하게 되므로, 보강바(140)가 삽입공(113,132) 내에서 임의로 회전하는 것을 방지할 수 있다. 뿐만 아니라, 상기 보강바(140)의 중앙에 형성된 관통홀(142) 및 요홈(143)에 의해 보강바(140)의 중량을 경감시킬 수 있으므로, 재료비 및 거푸집의 하중을 최소화할 수 있다. In addition, since the through hole 142 formed in the center of the reinforcing bar 140 is formed in a square shape, the reinforcing bar 140 can be easily axially rotated using a tool having a protrusion corresponding to the square through hole 142. The groove 143 formed on the outer circumferential surface of the reinforcement bar 140 may form a plurality of corners on the outer circumferential surface of the reinforcement bar 140, so that the reinforcement bar 140 may be arbitrarily rotated in the insertion holes 113 and 132. You can prevent it. In addition, the weight of the reinforcing bar 140 can be reduced by the through-hole 142 and the recess 143 formed in the center of the reinforcing bar 140, thereby minimizing the material cost and the load of the formwork.
한편, 상기 보강바(140)가 메인 프레임(110)의 제1플랜지부(112)의 삽입공(113) 및 보강리브(130)의 삽입공(132)에 삽입되어 조립이 완료된 상태에서는, 보강바(140)의 양단부를 소성변형시킴으로써, 보강바(140)가 메인 프레임(110)으로부터 분리되지 않도록 하는 것도 가능하다.On the other hand, the reinforcement bar 140 is inserted into the insertion hole 113 of the first flange portion 112 of the main frame 110 and the insertion hole 132 of the reinforcing rib 130, the assembly is completed, the reinforcement By plastically deforming both ends of the bar 140, it is also possible to prevent the reinforcing bar 140 from being separated from the main frame 110.
상기와 같은 본 실시예에 따른 건축용 조립식 거푸집 패널은, 용접에 의한 고정부위가 간소화되고, 복잡한 용접라인을 형성하지 않기 때문에, 종래에 비해 판재의 두께를 얇게 할 수 있다. 따라서, 거푸집 패널의 경량화는 물론 원자재 비용을 경감할 수 있다. Building type formwork panel according to the present embodiment as described above, because the fixed portion by welding is simplified, and does not form a complex welding line, it is possible to reduce the thickness of the plate material compared with the prior art. Therefore, not only the weight reduction of the formwork panel but also the cost of raw materials can be reduced.
또한, 보강바(140)를 조립식으로 체결하도록 함으로써 자동화 조립공정을 확대할 수 있으며, 이로 인해 제조비용을 최소화할 수 있다. In addition, by fastening the reinforcing bar 140 in a prefabricated manner, the automated assembly process can be expanded, thereby minimizing the manufacturing cost.
또한, 상기와 같은 제1실시예에 따르면, 보강바(140)의 결합 위치에만 보강리브(130)를 배치할 수 있으므로, 보강바(140)가 배치되지 않는 부위에 불필요하게 보강리브(130)가 위치하게 되는 것을 방지하여 경량화를 이룰 수 있다. 이러한 제1실시예는 마감패널(111)의 제2축 방향 길이가 짧아 중앙부 보강이 요구되지 않은 경우에 적합하다.Further, according to the first embodiment as described above, since the reinforcing ribs 130 may be disposed only at the coupling position of the reinforcing bar 140, the reinforcing ribs 130 are unnecessary at the portion where the reinforcing bar 140 is not disposed. Can be prevented from being positioned to achieve weight reduction. This first embodiment is suitable for a case in which the reinforcement of the central part is not required because the second axial length of the finishing panel 111 is short.
다음으로 본 발명의 제2실시예에 따른 건축용 조립식 거푸집 패널에 대하여 설명한다. Next, a building formwork panel for building according to a second embodiment of the present invention will be described.
도 7은 본 발명의 제2실시예에 따른 건축용 조립식 거푸집 패널의 사시도이고, 도 8은 도 7의 분해사시도이고, 도 9는 도 7의 "A"부분 확대단면도이고, 도 10은 본 발명의 제2실시예에 따른 제1결합부와 제2결합부의 조립과정을 나타낸 작용도이다.7 is a perspective view of a prefabricated formwork panel for building according to a second embodiment of the present invention, FIG. 8 is an exploded perspective view of FIG. 7, FIG. 9 is an enlarged sectional view of a portion “A” of FIG. 7, and FIG. This is a functional diagram showing the assembly process of the first coupling portion and the second coupling portion according to the second embodiment.
상기 도면에서 도시하는 바와 같은 본 발명의 제2실시예에 따른 건축용 조립식 거푸집 패널은, 메인 프레임(110)이 분할 구성되고, 분할된 메인 프레임(110)을 보강리브(130)를 이용해 고정하는 점에서 제1실시예와 차이를 갖는다. In the building formwork panel according to the second embodiment of the present invention as shown in the drawings, the main frame 110 is divided, and the fixed main frame 110 by using the reinforcing ribs 130 Is different from the first embodiment.
구체적으로, 상기 메인 프레임(110)은 마감패널(111)의 중앙이 분리되면서, 마감패널(111)의 일측에 제1플랜지부(112)가 형성되고 타측에 제1결합부(115')가 형성된 제1몸체(110a)와 제2몸체(110b)로 분할 구성된다. Specifically, the main frame 110 is separated from the center of the finishing panel 111, the first flange portion 112 is formed on one side of the finishing panel 111 and the first coupling portion 115 'on the other side The first body 110a and the second body 110b formed are divided.
상기 보강리브(130)는 상기 제1몸체(110a)와 제2몸체(110b)에 각각 형성된 제1결합부(115')를 동시에 고정하는 제2결합부(131')를 포함한다. 상기 제1결합부(115')는 제1몸체(110a)와 제2몸체(110b)에 서로 반대 방향으로 배치되며, 상기 제2결합부(131')는 제1몸체(110a)의 제1결합부(115')와 제2몸체(110b)의 제2결합부(131')가 서로 맞닿은 상태에서 동시에 고정할 수 있도록 복수 마련되어 이격 배치된다. The reinforcing rib 130 includes a second coupling part 131 ′ which simultaneously fixes the first coupling part 115 ′ formed on the first body 110 a and the second body 110 b, respectively. The first coupling part 115 ′ is disposed in a direction opposite to each other on the first body 110 a and the second body 110 b, and the second coupling part 131 ′ is formed on the first body 110 a of the first body 110 a. The coupling part 115 'and the second coupling part 131' of the second body 110b are provided in plural and spaced apart from each other to be fixed at the same time.
특히, 상기 제1결합부(115')와 제2결합부(131')는 서로 맞물리는 원호형의 고리 형태로 이루어져, 도 10의 (a)와 같이 제1몸체(110a)와 제2몸체(110b)를 경사방향으로 각각 배치하여 제1결합부(115')와 제2결합부(131')가 맞물리도록 한 상태에서, 도 10의 (b)와 같이 제1몸체(110a)와 제2몸체(110b)를 각각 회동시켜 제1결합부(115')와 제2결합부(131')가 결합되도록 하는 결합구조를 갖는다. 또한, 상기 제1몸체(110a)와 제2몸체(110b)의 서로 마주하는 면의 하단에는 제1몸체(110a)의 마감패널(111)과 제2몸체(110b)의 마감패널(111)이 동일 평면상에 배치된 상태에서, 추가회동을 방지할 수 있도록 서로 밀착하는 스토퍼(116)가 마련된다.In particular, the first coupling portion 115 ′ and the second coupling portion 131 ′ have an arc-shaped ring shape engaged with each other. As shown in FIG. 10 (a), the first body 110 a and the second body. The first body 110a and the first body 110a and the second body 131 'are engaged with each other by arranging the 110b in the inclined direction, as shown in FIG. Each of the two bodies 110b is rotated to have a coupling structure for coupling the first coupling portion 115 'and the second coupling portion 131'. In addition, the bottom panel of the first body (110a) and the second body (110b) facing each other, the closing panel 111 of the first body (110a) and the closing panel 111 of the second body (110b) In a state where they are arranged on the same plane, stoppers 116 are provided in close contact with each other to prevent further rotation.
이어서, 보강바(140)를 제1플랜지부(112)와 보강리브(130)에 형성된 삽입공(113,132)으로 삽입하고, 고정을 위해 소정각도 회전시키면, 보강바(140)의 삽입돌기(141)가 마감패널(111)에 밀착하여 메인 프레임(110)과 보강리브(130)의 결합력이 증대될 뿐만 아니라, 제1결합부(115')가 제2결합부(131')로부터 분리되는 방향으로 회동하는 것이 제한되므로, 제1결합부(115')와 제2결합부(131')가 외력에 의해 임의로 분리되는 것을 방지할 수 있다. 이러한 보강바(140)의 결합 구조 및 고정 과정은 제1실시예와 동일하므로, 이에 대한 구체적인 설명은 생략한다.Subsequently, the reinforcing bar 140 is inserted into the insertion holes 113 and 132 formed in the first flange 112 and the reinforcing rib 130, and rotates by a predetermined angle for fixing. The insertion protrusion 141 of the reinforcing bar 140 is fixed. ) Is in close contact with the finishing panel 111 not only increases the coupling force between the main frame 110 and the reinforcing rib 130, but also the direction in which the first coupling portion 115 'is separated from the second coupling portion 131'. Since the rotation is limited, the first coupling part 115 ′ and the second coupling part 131 ′ may be prevented from being arbitrarily separated by an external force. Since the coupling structure and the fixing process of the reinforcing bar 140 is the same as the first embodiment, a detailed description thereof will be omitted.
본 발명의 권리범위는 상술한 실시예에 한정되는 것이 아니라 첨부된 특허청구범위 내에서 다양한 형태의 실시예로 구현될 수 있다. 특허청구범위에서 청구하는 본 발명의 요지를 벗어남이 없이 당해 발명이 속하는 기술 분야에서 통상의 지식을 가진 자라면 누구든지 변형 가능한 다양한 범위까지 본 발명의 청구범위 기재의 범위 내에 있는 것으로 본다.The scope of the present invention is not limited to the above-described embodiment, but may be embodied in various forms of embodiments within the scope of the appended claims. Without departing from the gist of the invention claimed in the claims, it is intended that any person skilled in the art to which the present invention pertains falls within the scope of the claims described in the present invention to various extents which can be modified.

Claims (11)

  1. 콘크리트 양생공간의 마감면을 형성하는 마감패널과, 상기 마감패널의 후면 양측에 각각 수직방향으로 돌출되어 측면을 형성하는 제1플랜지부와, 상기 마감패널의 후면 중앙에 수직방향으로 돌출되어 상기 제1플랜지부와 나란하게 배치되는 보강리브를 포함하는 메인 프레임;A finishing panel forming a finishing surface of the concrete curing space, a first flange portion protruding in a vertical direction on both sides of the rear surface of the finishing panel to form a side surface, and protruding in a vertical direction in the center of the rear surface of the finishing panel; A main frame including reinforcing ribs arranged in parallel with one flange portion;
    상기 메인 프레임의 상단과 하단에 고정되는 제2플랜지부; 및 A second flange portion fixed to an upper end and a lower end of the main frame; And
    상기 제1플랜지부와 교차하는 방향으로 배치되고, 상기 제1플랜지부와 보강리브를 관통하여 체결되는 다수의 보강바;를 포함하며, And a plurality of reinforcing bars disposed in a direction crossing the first flange portion and fastened through the first flange portion and the reinforcing ribs.
    상기 보강리브는 상기 메인 프레임의 후면에 착탈 가능하게 조립되는 것을 특징으로 하는 건축용 조립식 거푸집 패널.The reinforcing rib is prefabricated formwork panel for building, characterized in that detachably assembled to the rear of the main frame.
  2. 제 1항에 있어서, The method of claim 1,
    상기 마감패널의 후면에는 보강리브가 탈착 가능하게 조립되는 제1결합부가 형성되고, 상기 보강리브에는 상기 결합부와 맞물리는 제2결합부가 형성되는 것을 특징으로 하는 건축용 조립식 거푸집 패널.The back panel of the finishing panel is a prefabricated formwork panel for building, characterized in that the first coupling portion is formed detachably assembled reinforcing rib, the second rib is engaged with the coupling portion is formed in the reinforcing rib.
  3. 제 2항에 있어서, The method of claim 2,
    상기 제1결합부와 제2결합부는 서로 맞물리는 고리 형태로 이루어지는 것을 특징으로 하는 건축용 조립식 거푸집 패널.Prefabricated formwork panel for building, characterized in that the first coupling portion and the second coupling portion is formed in the form of interlocking rings.
  4. 제 1항에 있어서, The method of claim 1,
    상기 메인 프레임은 상기 마감패널의 중앙이 분리되어 일측에 제1플랜지부가 형성되고 타측에 보강리브가 형성된 제1몸체와 제2몸체로 분할 구성되는 것을 특징으로 하는 건축용 조립식 거푸집 패널.The main frame is a prefabricated formwork panel for building, characterized in that the center of the finishing panel is separated into a first flange portion is formed on one side and the first body and the second body formed with a reinforcing rib on the other side.
  5. 제 4항에 있어서, The method of claim 4, wherein
    상기 보강리브의 제2결합부는, 상기 제1몸체의 제1결합부 및 제2몸체의 제1결합부와 각각 맞물리도록 복수 마련되는 것을 특징으로 하는 건축용 조립식 거푸집 패널.A plurality of second coupling portion of the reinforcing rib, prefabricated formwork panel for building, characterized in that a plurality is provided to engage with the first coupling portion of the first body and the first coupling portion of the second body, respectively.
  6. 제 5항에 있어서, The method of claim 5,
    상기 제1결합부와 제2결합부는 각각 서로 맞물리는 원호형의 고리로 이루어지는 것을 특징으로 하는 건축용 조립식 거푸집 패널.Prefabricated formwork panel for building, characterized in that the first coupling portion and the second coupling portion is composed of an arc-shaped ring that is engaged with each other.
  7. 제 6항에 있어서, The method of claim 6,
    상기 제1몸체와 제2몸체에는 상기 제1결합부와 제2결합부가 맞물린 상태에서 서로 밀착하여 추가회동을 제한하는 스토퍼가 각각 형성되는 것을 특징으로 하는 건축용 조립식 거푸집 패널.Prefabricated formwork panel for building, characterized in that the first body and the second body is formed in each of the stopper for limiting the further rotation in close contact with each other in the state in which the first coupling portion and the second coupling portion are engaged.
  8. 제 1항 내지 제 7항 중 어느 한 항에 있어서, The method according to any one of claims 1 to 7,
    상기 제1플랜지부와 보강리브에는 상기 보강바가 관통 삽입된 상태에서 회전가능하게 지지되는 삽입공이 각각 형성되고, The first flange portion and the reinforcing rib are formed with insertion holes rotatably supported in the state where the reinforcing bar is inserted therethrough, respectively.
    상기 삽입공의 일측에는 삽입홈이 형성되고, 상기 보강바의 일측에는 상기 삽입홈을 통해 삽입된 상태에서 보강바의 회전에 의해 제1플랜지부와 보강리브의 사이공간에 고정되는 삽입돌기가 형성되는 것을 특징으로 하는 건축용 조립식 거푸집 패널.An insertion groove is formed at one side of the insertion hole, and an insertion protrusion is formed at one side of the reinforcement bar and fixed to a space between the first flange portion and the reinforcement rib by rotation of the reinforcement bar in the state inserted through the insertion groove. Prefabricated formwork panels for building, characterized in that.
  9. 제 8항에 있어서, The method of claim 8,
    상기 삽입돌기의 축방향 길이는, 상기 삽입돌기가 제1플랜지부와 보강리브 사이공간에 삽입된 상태에서, 삽입돌기의 양단부가 제1플랜지부와 보강리브의 측면에 밀착될 수 있는 길이로 설정되는 것을 특징으로 하는 건축용 조립식 거푸집 패널.The axial length of the insertion protrusion is set to a length such that both ends of the insertion protrusion can be in close contact with the side of the first flange portion and the reinforcing rib while the insertion protrusion is inserted into the space between the first flange portion and the reinforcing rib. Prefabricated formwork panels for building, characterized in that.
  10. 제 9항에 있어서, The method of claim 9,
    상기 제1결합부와 제2결합부는 서로 맞물린 상태에서, 상기 보강바의 삽입돌기 사이공간에 삽입되는 것을 특징으로 하는 건축용 조립식 거푸집 패널.The prefabricated formwork panel for building according to claim 1, wherein the first coupling part and the second coupling part are inserted into the space between the insertion protrusions of the reinforcing bar in a state of being engaged with each other.
  11. 제 10항에 있어서, The method of claim 10,
    상기 삽입돌기의 돌출방향 길이는, 상기 삽입돌기가 마감패널을 향해 회전한 상태에서, 삽입돌기의 말단부가 마감패널의 후면부에 밀착할 수 있는 길이로 설정되는 것을 특징으로 하는 건축용 조립식 거푸집 패널.The length of the protruding direction of the insertion projections, prefabricated formwork panel for building, characterized in that the end of the insertion projections is set to the length that can be in close contact with the rear portion of the closing panel in the state that the insertion projections rotated toward the finish panel.
PCT/KR2017/003682 2016-11-07 2017-04-04 Prefabricated construction mold panel WO2018084390A1 (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
CN201780068293.9A CN109963993B (en) 2016-11-07 2017-04-04 Assembling shuttering for building
MYPI2019002567A MY193440A (en) 2016-11-07 2017-04-04 Prefabricated construction mold panel

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
KR10-2016-0147611 2016-11-07
KR1020160147611A KR101926633B1 (en) 2016-11-07 2016-11-07 Prefabricated form panel for construction

Publications (1)

Publication Number Publication Date
WO2018084390A1 true WO2018084390A1 (en) 2018-05-11

Family

ID=62076776

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/KR2017/003682 WO2018084390A1 (en) 2016-11-07 2017-04-04 Prefabricated construction mold panel

Country Status (4)

Country Link
KR (1) KR101926633B1 (en)
CN (1) CN109963993B (en)
MY (1) MY193440A (en)
WO (1) WO2018084390A1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109548517A (en) * 2019-01-31 2019-04-02 山东叶阳门窗科技有限公司 A kind of modularization flower stand based on building window frame

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20210145764A (en) 2019-03-29 2021-12-02 가부시키가이샤 도모에가와 세이시쇼 Light-diffusion film laminate for reflective display device and reflective display device using same
CN111576865A (en) * 2020-05-28 2020-08-25 晟通科技集团有限公司 Inclined wall plate

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08246670A (en) * 1995-03-09 1996-09-24 Kanichi Moriyama Joint plate for steel form panel
KR200186899Y1 (en) * 2000-01-10 2000-06-15 주식회사동양인터내셔널 A sheeting
KR200209597Y1 (en) * 2000-08-03 2001-01-15 안영순 Width adjustable concrete form
KR200375708Y1 (en) * 2004-11-29 2005-03-10 주식회사 건축사사무소반석 Assembly sheeting connect structure fof construction using anchor member
KR20100088216A (en) * 2009-01-30 2010-08-09 (주)성진금속 Unit pannel unit, binding slab pannel, large face binding slab pannel and reinforcing steel bar pre-fabricated binding slab pannel

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN202273416U (en) * 2011-10-29 2012-06-13 宋玉娟 Construction unit body for aluminum alloy building template
KR101456979B1 (en) * 2013-05-20 2014-11-04 비아이피 주식회사 prefabricated panel apparatus
CN203430020U (en) * 2013-06-10 2014-02-12 苏鸿飞 Aluminum alloy building formwork structure unit
CN203654739U (en) * 2013-11-11 2014-06-18 重庆迪科机电设备有限公司 Built-up plate

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08246670A (en) * 1995-03-09 1996-09-24 Kanichi Moriyama Joint plate for steel form panel
KR200186899Y1 (en) * 2000-01-10 2000-06-15 주식회사동양인터내셔널 A sheeting
KR200209597Y1 (en) * 2000-08-03 2001-01-15 안영순 Width adjustable concrete form
KR200375708Y1 (en) * 2004-11-29 2005-03-10 주식회사 건축사사무소반석 Assembly sheeting connect structure fof construction using anchor member
KR20100088216A (en) * 2009-01-30 2010-08-09 (주)성진금속 Unit pannel unit, binding slab pannel, large face binding slab pannel and reinforcing steel bar pre-fabricated binding slab pannel

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109548517A (en) * 2019-01-31 2019-04-02 山东叶阳门窗科技有限公司 A kind of modularization flower stand based on building window frame
CN109548517B (en) * 2019-01-31 2023-01-24 山东叶阳门窗科技有限公司 Modularization pergola based on building window frame

Also Published As

Publication number Publication date
CN109963993A (en) 2019-07-02
KR101926633B1 (en) 2018-12-10
MY193440A (en) 2022-10-13
KR20180051700A (en) 2018-05-17
CN109963993B (en) 2021-06-22

Similar Documents

Publication Publication Date Title
WO2017217647A1 (en) Prefabricated aluminum form panel for construction
WO2018084390A1 (en) Prefabricated construction mold panel
WO2017014490A1 (en) Corner bead for gypsum boards with improved constructability
WO2016021811A1 (en) Prefabricated wall unit and frame
WO2015102353A1 (en) Assembly brick
WO2012036335A1 (en) Connection method between steel-plate concrete structure and different structure
WO2018143534A1 (en) Mold assembly
WO2019039699A1 (en) Prefabricated aluminum mold panel
WO2020231003A1 (en) Combination structure of lightweight permanent form and prefabricated steel assembly for steel-concrete composite member
WO2020145542A1 (en) Band for fixing removable form for pre-fabricated column
EP3728754B1 (en) Frame structure for walls
WO2015147414A1 (en) Prefabricated steel frame for steel-concrete composite member
WO2020145541A1 (en) Band for fixing removable form for pre-fabricated column
WO2013048217A1 (en) Stiffener for pivot hinge coupling and fire door in which welding is unnecessary, and manufacturing method thereof
KR20090101702A (en) Prefabricated wall block incorporating insulating material
WO2021020712A1 (en) Aluminum mold panel assembly for construction
WO2023249283A1 (en) Mold form for construction
WO2014098457A1 (en) Mold provided with panel fixing means
WO2017039199A1 (en) Unit for separating elastic member in assembly-type earthquake-resistant block
WO2018212391A1 (en) Air-insulating construction material, and method for constructing building using same
WO2014010929A1 (en) Prefabricated construction frame having reinforcing pipe
WO2015026028A1 (en) Concrete structure for housing construction
WO2017126860A2 (en) Lightweight wall body frame
WO2020049610A1 (en) Platform enclosure device of elevator, and panel for platform enclosure device of elevator
WO2016200036A1 (en) Integrated unit-type steel curtain wall

Legal Events

Date Code Title Description
121 Ep: the epo has been informed by wipo that ep was designated in this application

Ref document number: 17867828

Country of ref document: EP

Kind code of ref document: A1

NENP Non-entry into the national phase

Ref country code: DE

122 Ep: pct application non-entry in european phase

Ref document number: 17867828

Country of ref document: EP

Kind code of ref document: A1