KR101735777B1 - Temporary construction system using support beam bracket intergrated - Google Patents

Temporary construction system using support beam bracket intergrated Download PDF

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Publication number
KR101735777B1
KR101735777B1 KR1020150111295A KR20150111295A KR101735777B1 KR 101735777 B1 KR101735777 B1 KR 101735777B1 KR 1020150111295 A KR1020150111295 A KR 1020150111295A KR 20150111295 A KR20150111295 A KR 20150111295A KR 101735777 B1 KR101735777 B1 KR 101735777B1
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KR
South Korea
Prior art keywords
bracket
support
plate
bracket body
slab
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Application number
KR1020150111295A
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Korean (ko)
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KR20170017423A (en
Inventor
전병갑
김종호
박한욱
양승돈
Original Assignee
삼성물산(주)
(주)금강시스템즈스케폴딩
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Priority to KR1020150111295A priority Critical patent/KR101735777B1/en
Publication of KR20170017423A publication Critical patent/KR20170017423A/en
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Publication of KR101735777B1 publication Critical patent/KR101735777B1/en

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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
    • E04G13/04—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for lintels, beams, or transoms to be encased separately; Special tying or clamping means therefor
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/14—Bracing or strutting arrangements for formwalls; Devices for aligning forms
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G25/00—Shores or struts; Chocks
    • E04G25/04—Shores or struts; Chocks telescopic
    • E04G25/06—Shores or struts; Chocks telescopic with parts held together by positive means
    • E04G25/065—Shores or struts; Chocks telescopic with parts held together by positive means by a threaded nut

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

Abstract

The present invention relates to a support integrated type beam bracket and a construction system using the support beam bracket. More particularly, the present invention relates to a support integrated beam bracket for simultaneously performing a function as a beam bracket for supporting a beam form and a support function for supporting a construction load of the slab And a hypothesis system using the same.
A hypothetical system using a support-integrated type beam bracket according to a preferred embodiment of the present invention is a hypothetical system for supporting a beam form and a slab form made of a Euro form, wherein the slab system is provided on both sides of the top of the form, Yoke; A bracket body of circular pipe type installed at both sides of the beam form at regular intervals in the longitudinal direction of the beam form; An upper flat plate horizontally arranged to have a protruding length from an upper portion of the bracket body to a side plate of the bracket; A lower plate having bolts inserted into the grooves of the elongated holes and the europium formwork, the elongated holes being formed in the stone plate and the stone plate so as to have a protruding length extending from the bracket body to the side plate of the plate form; A yoke jig which is coupled to the upper end of the bracket body to receive a slab yoke supporting the slab installation load; A base plate coupled to a lower end of the bracket body; And a U-shaped head which is composed of a U-shaped section with an open upper portion and which is coupled to a lower portion of the base plate so as to enclose the bobbin material in a cross section, wherein a reinforcing rib And a support bracket bracket having reinforcing ribs vertically connecting the lower portion of the bracket body and the base plate, respectively, in a direction opposite to the upper plate and the lower plate; A beam member provided at the lower surface of the beam form so that both ends of the U-shaped head of the both-side support beam bracket can penetrate and support the both-side support beam brackets simultaneously; And a main support coupled to the lower end of the support integrated type bracket so as to be positioned on the same vertical line as the bracket body.

Description

[0001] The present invention relates to a support system using a support beam bracket,

The present invention relates to a support integrated type beam bracket and a construction system using the support beam bracket. More particularly, the present invention relates to a support beam bracket for horizontally supporting a beam form to prevent the spread of a beam form, And a hypothetical system using the support bracket.

It is a very important part in the safety of the building because it plays the role of supporting the load transmitted from the slab, which is a typical structural member composing the building, and transmitting it to the column.

When constructing the beam with the reinforced concrete structure at the construction site, first the formwork is constructed, then the reinforcing bars are laid in the formwork and the concrete is laid. Since it is installed at the height of the viewing ceiling, it prevents the supporting member supporting the lower end of the formwork and the spreading of the formwork A form supporting member composed of a side support member for pressing the side face of the mold and a reinforcement member for connecting the support member and the side support member in an inclined manner is mainly used.

The technology of the background of the present invention is disclosed in Japanese Patent Application Laid-Open No. 10-2013-0087922, 'Formwork assembly for construction work and construction method using the same.

This patent discloses a structure for supporting a vertical panel, which comprises an outer surface of a vertical panel constituting the formwork and a support means connected to the panel member for blocking lateral pressure applied to the vertical panel, It is possible to adjust the installation position to be installed at the correct position of the vertical panel and the vertical panel of the formwork is firmly fixed by the supporting means so that it does not expand outward due to the side pressure generated by the highly fluid concrete A mold assembly is proposed.

This patented formwork assembly prevents the spreading of the formwork by the support means, thus securing the stability during construction of the formwork without any additional accessory such as foam tie and the length of the support means being adjustable, However, since the slab support member must be separately constructed and the support member must be supported to support the bobbin material, there is a problem in that the amount of the member constituting the hypothetical system is excessive.

Japanese Patent Application Laid-Open No. 10-2013-0087922 " Formwork assembly for beam-

SUMMARY OF THE INVENTION The present invention has been made in view of the above problems, and it is an object of the present invention to provide a support beam bracket that simultaneously performs a function as a beam bracket for supporting a formwork horizontally and a support function for supporting a construction load of a slab, And to simplify the hypothesis system for construction.

It is also an object of the present invention to provide a hypothetical system using a support-integrated type beam bracket for vertically supporting a slab yoke and a main support for vertically supporting the beam member in a straight line to simplify a hypothetical system. The purpose.

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A hypothetical system using a support-integrated type beam bracket according to a preferred embodiment of the present invention is a hypothetical system that supports a beam form and a slab form made of a Euro form, Yoke; A bracket body of circular pipe type installed at both sides of the beam form at regular intervals in the longitudinal direction of the beam form; An upper flat plate horizontally arranged to have a protruding length from an upper portion of the bracket body to a side plate of the bracket; A lower plate having bolts inserted into the grooves of the elongated holes and the europium formwork, the elongated holes being formed in the stone plate and the stone plate so as to have a protruding length extending from the bracket body to the side plate of the plate form; A yoke jig which is coupled to the upper end of the bracket body to receive a slab yoke supporting the slab installation load; A base plate coupled to a lower end of the bracket body; And a U-shaped head which is composed of a U-shaped section with an open upper portion and which is coupled to a lower portion of the base plate so as to enclose the bobbin material in a cross section, wherein a reinforcing rib And a support bracket bracket having reinforcing ribs vertically connecting the lower portion of the bracket body and the base plate, respectively, in a direction opposite to the upper plate and the lower plate; A beam member provided at the lower surface of the beam form so as to penetrate both ends of the U-shaped head of the both-side support beam bracket and to support the both-side support beam brackets simultaneously; And a main support coupled to the lower end of the support integrated type bracket so as to be positioned on the same vertical line as the bracket body.

At this time, the main support includes: an upper stocker in which a screw thread is formed in a lower inner diameter; A shareholder jockey having a screw thread formed on an upper outer diameter thereof and coupled to an upper shareholder so that an upper portion of the screw thread is engaged with an upper shareholder thread; And a lower shareholder to which the lower end of the shareholder jockey is inserted at the upper end. The height of the main support can be adjusted by the shareholder jockey.

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Here, the U-shaped head of the support integrated type bracket has a connecting portion formed on the bottom surface of the circular pipe so that the circular pipe protrudes downward, and a connecting portion of the U-shaped head can be inserted into the main support.

The support-integrated type beam bracket according to the present invention assures stability during construction of the beam form by supporting lateral sides of the beam form without additional fittings such as foam tie, and at the same time supports the slab installation load vertically, It is possible to simplify the construction system in performing the mold work.

In addition, in the hypothetical system using the support integrated type beam bracket according to the present invention, since the support integrated type beam bracket vertically supporting the slab yoke and the main support vertically supporting the beam member are positioned on the straight line, the support and slab supporting the beam member Since there is no need to separately construct a support for supporting yoke, a hypothetical system can be simplified.

BRIEF DESCRIPTION OF THE DRAWINGS The accompanying drawings, which are incorporated in and constitute a part of the specification, illustrate exemplary embodiments of the invention and, together with the description, serve to explain the principles of the invention, Shall not be construed as limiting.
FIG. 1 is an exploded perspective view of a support-integrated type beam bracket according to an embodiment of the present invention, and FIG. 2 is an assembled perspective view.
3 is a perspective view of a support integrated type bracket according to another embodiment of the present invention.
4 is a partially exploded perspective view of a support-integrated type bracket according to another embodiment of the present invention.
FIG. 5 is a cross-sectional view of a hypothetical system using a support-integrated type beam bracket according to the present invention, and FIG. 6 is a perspective view.

DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described in detail below with reference to the embodiments shown in the accompanying drawings, but the present invention is not limited thereto.

FIG. 1 is an exploded perspective view of a support-integrated type beam bracket according to an embodiment of the present invention, and FIG. 2 is an assembled perspective view.

As shown in FIGS. 1 and 2, the support-integrated type bracket according to the present invention includes a bracket body 10 in the form of a circular pipe; An upper flat plate 20 protruding from the upper portion of the bracket body 10 toward the brace forming side; A lower flat plate 30 protruding from the lower portion of the bracket body 10 toward the brace forming side and having the projecting portion pin-coupled to the brace; A yoke jig (40) coupled to an upper end of the bracket body (10) to support a slab installation load; A base plate 50 coupled to the lower end of the bracket body 10; And a U-shaped head (60) which is composed of a U-shaped section with an open upper part and is coupled to the lower part of the base plate (50) so as to enclose the bobbin material in a cross section.

The bracket body 10 may be formed as a single circular pipe, but preferably includes an upper body 11 having a threaded portion formed at a lower portion thereof as shown in FIG. A height adjustment ring (12) coupled to the threads of the upper body to adjust the fastening position; And a lower body 13 into which the lower body 11, to which the height adjusting ring 12 is fastened, is inserted. The upper body 11 and the height adjusting ring 12 are inserted into the lower body 13 according to the position where the upper body 11 and the height adjusting ring 12 are finished, So that the overall height of the bracket body 10 can be easily adjusted. The inner diameter of the lower body 13 is determined within a range that can accommodate the outer diameter of the upper body 11 and the outer diameter of the height adjusting ring 12 is larger than the inner diameter of the lower body 13, The upper body 11 is prevented from being drawn into the lower body 13 at the fastening position.

An upper plate 20 and a lower plate 30 are formed on the upper and lower portions of the bracket body 10 so as to protrude from the bracket body 10 side. The upper plate (20) and the lower plate (30) reinforce the side plate of the brace, so that when the concrete is poured into the brace, the brace is prevented from spreading due to side pressure. The upper flat plate 20 and the lower flat plate 30 are means for transmitting the side pressure generated in the bracket body to the bracket body 10 by the upper flat plate 20 and the lower flat plate 30, Operates as a beam bracket that transversely supports the beam form so that the beam form does not spread outward due to the side pressure generated by the highly fluid concrete.

The upper flat plate 20 is horizontally arranged so as to have a protruding length from the bracket body 10 to the side plate of the bracket 10. The lower flat plate 30 is horizontally arranged to extend from the bracket body 10 to the side plates A protruding plate 31 horizontally arranged so as to have a protruding length reaching the protruding length 31 and a slot 32 formed in the protruding plate 31. The elongated hole 32 is a means for integrating with the bracket and will be described later with reference to other drawings. The lower flat plate 30 further includes a joint plate 33 at a connection portion between the stone plate 31 and the bracket body 10 to facilitate the engagement with the bracket body 10. That is, the lower flat plate 30 further includes a horizontally structured stone plate 31 and a joint plate 33 extending vertically upward from one end of the stone plate, so that the joint plate 33 is supported by the bracket body 10 .

The yoke holder 40 is a means for supporting the slab installation load by being coupled to the upper end of the bracket body 10 to support the slab installation load, more precisely, supporting the slab installation load. The yoke holder 40 supports the slab installation load in that the bracket body 10 to which the yoke hanger 40 is attached functions as a beam bracket that transversely supports the sides of the above- ) Function at the same time. That is, in the support integrated type beam bracket according to the present invention, the beam bracket used to cope with the side pressure is designed to be used as a support for supporting the upper slab construction load, thereby reducing the input of the construction material. There is an effect that can be done.

The shape of the yoke retainer 40 is not limited to that shown in the drawings and may be formed in various shapes and preferably includes a seating plate 41 that is horizontally configured for stable seating of the yoke member, And a locking plate 42 extending vertically upward to prevent the slab yoke from being seated on the upper surface of the seating plate 41 and being prevented from moving to the outside of the holding plate 42. The shape of the yoke hanger 40 can be variously designed to correspond to the cross-sectional shape of the slab yoke.

A base plate 50 is coupled to a lower end of the bracket body 10 and a U-shaped head 60 is coupled to a lower portion of the base plate 50.

The base plate 50 and the U-shaped head 60 are means for transmitting the side pressure transmitted from the bracket body 10 to the bracket body 10 and the slab installation load transmitted from the yoke catch 40 to the bobbin material.

 In the present embodiment, the base plate 50 and the U-shaped head 60 are inserted into the base plate 50 with the upper ends of the U- That is, the U-shaped head 60 includes a horizontal plate 61 horizontally formed so as to have an opened upper end, and vertical plates 62 and 62 extending vertically upward from both ends of the horizontal plate 61 And a through-hole 63 is formed in the upper portion of the vertical plate 62. The slit 51 is drilled in the base plate 50 so as to correspond to the vertical plate 62 of the U-shaped head 60 and the vertical plate 62 of the U-shaped head 60 is inserted into the slit 51 of the base plate 50 ) Is inserted. The penetration groove 63 of the inserted vertical plate 62 is fastened with a pin such as a steel bar, a strand, or a reinforcing bar to prevent a deviation due to the application load when the concrete is laid. The connection portion 64 may be further provided on the lower surface of the U-shaped head 60, that is, on the lower surface of the horizontal plate 61. This connection is for connecting the main support to be described later, And may be constituted by a circular pipe. The connection between the U-shaped head 60 and the main support will be described later with reference to other drawings.

3 is a perspective view of a support integrated type bracket according to another embodiment of the present invention.

A reinforcing rib 71 for vertically connecting the upper portion of the bracket body 10 to the yoke holder 40 and a reinforcing rib 71 for vertically connecting the lower portion of the bracket body 10 and the base plate 50 72 are further provided in the direction opposite to the upper plate 20 and the lower plate 30, respectively. The reinforcing ribs 71 and 72 are means for effectively resisting the side pressure transmitted from the upper plate 20 and the lower plate 30.

4 is a partially exploded perspective view of a support-integrated type bracket according to another embodiment of the present invention.

In the present embodiment, the connecting rod 43 is formed so as to protrude downward from the lower end of the yoke holder 40, that is, the lower surface of the seating plate 41. The connecting rod 43 is inserted into the upper body 11 at the upper end so as to simplify the coupling between the yoke holder 40 and the bracket body 10 and the diameter of the connecting rod 43 is received in the inner diameter of the upper body 11 .

FIG. 5 is a cross-sectional view of a hypothetical system using a support-integrated type beam bracket according to the present invention, and FIG. 6 is a perspective view.

1 to 3, the support system 100 and the slab formwork 100 are assembled in order to construct the beam B and the slab S using the support-integrated beam bracket described above with reference to FIGS. 1 to 3, Which is temporarily installed to support the heat exchanger (170).

The hypothetical system using the support integrated type bracket according to the present invention comprises: a support structure 100 formed of a Euroform; A slab yoke member 110 installed on both sides of the top of the beam form 100 in the longitudinal direction of the beam form 100; A support monobloc type bracket 1 installed at both sides of the brace mold 100 at regular intervals in the longitudinal direction of the brace mold; A bush member 120 installed at the lower surface of the bracket 100 so as to penetrate both ends of the support brackets 1 and 1; And a main support 160 coupled to the lower end of the support integrated type bracket 1. [

The formwork 100, the slab yoke 110, the bobbin material 120, and the main support 160 are not limited to any particular members and construction methods known in the art. However, the description will be made on the basis that the most commonly used euro foam, square pipe, steel pipe and the like are used in this field.

The beam form 100 may be formed of a Euro form called a form panel having a steel frame on a back surface of a plywood or the like with a predetermined standard such as 4 "x8" or 3 "x6". The slab yoke material 110, The main supporter 120 may be constituted by a tube, and the main supporter 160 may be constituted by a circular pipe. In particular, when the main support 160 is constructed, the main support 160 may be divided into an upper shareholder 130 and a lower shareholder 150, and the upper and lower shareholders may be connected to each other by adjusting the height thereof. That is, the main support 160 includes an upper main shaft 130 on which a thread is formed in a lower inner diameter, a main shaft jaw 130 coupled to the upper main shaft 130 such that a screw thread is formed on the upper outer shaft, And a lower main shaft 150 into which the lower end of the main shaft jockey 140 is inserted at the upper end. The height of the main support 160 is adjusted by the main shaft jockey 140.

As described above, the support integrated type bracket 1 is mounted on the upper surface of the seating plate 41 of the yoke holder 40 with the yoke member 110 mounted on the inner side of the retaining plate 42, And the lower plate 30 horizontally support the side surface of the bracket 100 and the bellows member 120 is inserted into the space surrounded by the base plate 50 and the U- The main support 160 is connected to the lower portion of the main body 60. More specifically, the lower flat plate 30 has a structure in which the wedge or the bolt B passes through the groove of the long hole 32 formed in the stone plate 31 and the groove 100 composed of the Euro form, It is preferable to integrate the bracket 1 and the bracket 100 so that the connecting portion 64 of the U-shaped head 60 is inserted into the main support 160, It is preferable that the support 160 is positioned on a vertical line.

 The support system with the support integrated type beam bracket 1 and the main support 160 are designed so as to be positioned on the vertical line so that a support for supporting the yoke member and a support for supporting the slab yoke are separately formed There is an effect that the hypothetical system can be simplified.

In addition, the allowable strength of general support is about 10kN, so it is necessary to input a lot of quantity. It is possible to reduce the amount of the installation by using the pipe support. Especially, the advantage of general pipe support which can be installed one by one, The benefits of support are implemented at the same time.

 While the present invention has been particularly shown and described with reference to exemplary embodiments thereof, it is evident that many alternatives, modifications and variations will be apparent to those skilled in the art in light of the above teachings. will be. The invention is not limited by these variations and modifications, but is limited only by the claims appended hereto.

10: bracket body 11: upper body
12: height adjustment ring 13: lower body
20: upper plate 30: lower plate
31: Stone Publishing 32: Slots
40: yoke jig 41: seat plate
42: latching plate 43: connecting rod
50: base plate 51: slit
60: U-shaped head 61: Horizontal plate
62: vertical plate 63: penetrating groove
64: connecting portion 71: reinforcing rib
1: Supported one-piece type beam bracket 100:
110: Slab yoke 120: Beam yoke
130: Upper shareholder 140: Shareholder jockey
150: Lower shareholder 160: Main support
170: Slab formwork

Claims (10)

delete delete delete delete delete delete In a hypothetical system supporting a beam form 100 and a slab form 170 constituted by a Euro form,
A slab yoke member 110 installed on both sides of the top of the beam form 100 in the longitudinal direction of the beam form 100;
Are installed at both sides of the beam form 100 at regular intervals in the longitudinal direction of the beam form,
A bracket body 10 in the form of a circular pipe; An upper flat plate 20 horizontally configured to have a protruding length from the upper portion of the bracket body 10 to the side plate of the bracket; A protrusion 31 formed horizontally so as to have a protrusion length extending from the bracket body 10 to the side plate of the bracket and a slot 32 formed in the protrusion 31, A lower flat plate 30 to which a bolt B passes through a groove of the Euro form mold 100; A yoke jig (40) coupled to an upper end of the bracket body (10) to hold a slab yoke supporting a slab installation load; A base plate 50 coupled to the lower end of the bracket body 10; And a U-shaped head (60) which is composed of a U-shaped section with an open top and which is coupled to a lower portion of the base plate (50) so as to enclose the bobbin material in the cross section, And a reinforcing rib 71 connecting the lower portion of the bracket body 10 and the base plate 50 perpendicularly to each other are provided on the upper plate 20 and the lower plate 20, A support-integrated type bracket 1 installed in a direction opposite to the flat plate 30;
The bobbin member 120 is provided at both ends of the U-shaped head 60 of the support brackets 1 and 1 on both sides so as to penetrate the U-shaped head 60 at the lower surface of the bracket 100 and supports the both side support integrated type brackets 1 simultaneously. ; And
And a main support (160) coupled to the lower end of the support integrated type bracket (1) so as to be positioned on the same vertical line as the bracket body (10). 8. The method of claim 7,
The main support 160,
An upper main stem 130 having a thread formed in a lower inner diameter; A shareholder jockey 140 coupled to the upper shareholder 130 such that a thread is formed on the upper outer periphery and an upper portion of the upper shareholder 130 is engaged with the thread. And a lower main shaft 150 into which a lower end of the main shaft jockey 140 is inserted at an upper end of the main support 160. The height of the main support 160 is adjusted by the main shaft jockey 140, system. delete 8. The method of claim 7,
A connecting portion (64) is formed on the lower surface of the U-shaped head (60) of the support integrated type bracket (1) so that the circular pipe projects downward,
And the connecting portion (64) of the U-shaped head (60) is inserted into the main support (160).
KR1020150111295A 2015-08-06 2015-08-06 Temporary construction system using support beam bracket intergrated KR101735777B1 (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20220102296A (en) * 2021-01-13 2022-07-20 폼으로 주식회사 A holding device of molding framework for a beam formation of building

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102211474B1 (en) * 2020-07-23 2021-02-05 주식회사 비콘 Construction support structure for fixing yoke by magnetic
KR102476097B1 (en) * 2020-10-23 2022-12-12 최형만 Sleeper device
KR102661918B1 (en) * 2023-03-14 2024-04-29 주식회사 한솔건업 Complex type system support with adjustable structure

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KR100845459B1 (en) * 2007-02-23 2008-07-14 진요임 Support device of concrete crossbeam panel
KR100926750B1 (en) * 2009-01-07 2009-11-16 성진경 Construction method for crossbeam mold
KR101451877B1 (en) * 2013-05-03 2014-10-16 주식회사 지에스코 Execution structure for concrete slab

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KR101310842B1 (en) 2012-01-30 2013-09-25 (주)에이원알폼 Concrete mold assembly and method of constructing beam by using the same

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Publication number Priority date Publication date Assignee Title
KR100845459B1 (en) * 2007-02-23 2008-07-14 진요임 Support device of concrete crossbeam panel
KR100926750B1 (en) * 2009-01-07 2009-11-16 성진경 Construction method for crossbeam mold
KR101451877B1 (en) * 2013-05-03 2014-10-16 주식회사 지에스코 Execution structure for concrete slab

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20220102296A (en) * 2021-01-13 2022-07-20 폼으로 주식회사 A holding device of molding framework for a beam formation of building
KR102561363B1 (en) * 2021-01-13 2023-07-31 폼으로 주식회사 A holding device of molding framework for a beam formation of building

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