KR101745242B1 - Bariable beam form and construction method thereof - Google Patents

Bariable beam form and construction method thereof Download PDF

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Publication number
KR101745242B1
KR101745242B1 KR1020160008381A KR20160008381A KR101745242B1 KR 101745242 B1 KR101745242 B1 KR 101745242B1 KR 1020160008381 A KR1020160008381 A KR 1020160008381A KR 20160008381 A KR20160008381 A KR 20160008381A KR 101745242 B1 KR101745242 B1 KR 101745242B1
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South Korea
Prior art keywords
support
plate
molds
screw
horizontal
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KR1020160008381A
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Korean (ko)
Inventor
이정환
Original Assignee
삼목에스폼 주식회사
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Publication of KR101745242B1 publication Critical patent/KR101745242B1/en

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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR OTHER BUILDING AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G13/00Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
    • E04G13/04Falsework, 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
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR OTHER BUILDING AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/06Tying means; Spacers ; Devices for extracting or inserting wall ties
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR OTHER BUILDING AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G25/00Shores or struts; Chocks
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR OTHER BUILDING 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
    • E04G9/10Forming or shuttering elements for general use with additional peculiarities such as surface shaping, insulating or heating, permeability to water or air

Abstract

The present invention provides a deformable beam former capable of easily performing a beam formwork operation while freely adjusting a width of a beam form to fit the width of a beam to be installed, and a method of constructing the same. To this end, a variable shape press according to the present invention comprises: a support member provided on an upper portion of a support; First and second molds slidably installed on an upper portion of the support member and forming lower and opposite sides of the beam; A guide nut coupled to the first and second molds and having a female thread on an inner surface thereof; And an operating bolt formed on both sides of the male screw portion to be engaged with the female screw portion of the guide nut, the male screw portion on one side being formed by a right screw and the male screw portion on the other side formed by a left screw, wherein, when the operating bolt is rotated in one direction, The first and second molds are separated from each other when the first and second molds approach each other and rotate in opposite directions.

Description

BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a variable shape support,

BACKGROUND OF THE INVENTION 1. Field of the Invention [0001] The present invention relates to a beam formwork for supporting a building, and more particularly, to a variable beam formwork capable of freely adjusting a width of a beam form to fit the installation width of a beam to be applied.

Generally, the frame of a building is made up of a column, a floor or a slab, and a beam. Therefore, in order to construct the reinforced concrete building, the floor, the wall and the form to form the beam are installed, and the concrete is poured into the built form to cure. At this time, when the concrete is poured into the formwork, the pressure of the concrete is high, so the form must be firmly supported to maintain the form.

Particularly, in the case of forming a beam, a structure for supporting a die that forms the beam is limited in a position formed on the upper part. The conventional beam forming apparatus includes a plurality of supports arranged at a predetermined height and a predetermined interval, A plurality of supports fixed at upper portions of the supports, a lower plate provided across the upper portion of the support to form a lower surface of the support, and vertically connected to the side of the lower plate to form both sides of the support And a support member which is fixed to the support and supports the side plate, so that the concrete pressure can be effectively supported when the concrete is cured.

In this case, the support for supporting both side plates of the beam form is constituted by a horizontal member having a square pipe shape with an opening at the bottom and a vertical member vertically fixed to the end portion of the horizontal member. When the horizontal member is placed on the upper surface of the support A structure in which a fastener such as a nail is integrally fixed to a pedestal is applied.

However, since the conventional bracket structure having the above structure has a structure in which the horizontal part of the support is integrally fixed to the bracket through a nail, when the bracket is constructed or disassembled, There is a problem that the work is required to be separated and removed and taken out, so that the work of constructing and disassembling the form is very cumbersome and takes a lot of time and workability is greatly reduced.

In addition, to adjust the width of the beam to fit the width of the beam to be applied, the nails fastened to the bottom plate and the horizontal plate are individually disassembled to adjust the width of the plate to an appropriate width interval The workability is reduced due to the cumbersome work of tightening with the nail again, and there is a problem that it is very difficult to adjust the width of the workpiece to a precise dimension suitable for the design specification.

Patent Publication No. 2008-0054632 (Jun. 18, 2008)

SUMMARY OF THE INVENTION [0006] The present invention is directed to an apparatus and a method for constructing a plurality of first and second dies that are symmetrically opposed to each other in a shape of a dowel to be slidable along a longitudinal direction of the dowel, When the operating bolt is rotated in one direction, when the first and second workpieces approach each other and rotate in opposite directions, the first and second workpieces The present invention is to provide a variable shape formwork capable of improving the workability by freely adjusting the width of the formwork so as to correspond to the spacing between the workpieces.

According to an aspect of the present invention, there is provided a variable shape support comprising: a support member provided on an upper portion of a support; First and second molds slidably installed on an upper portion of the support member and forming lower and opposite sides of the beam; A guide nut coupled to the first and second molds and having a female thread on an inner surface thereof; And an operating bolt formed on both sides of the male screw portion to be engaged with the female screw portion of the guide nut, the male screw portion being formed by a right screw on one side and the left screw thread on the other side, The first and second molds are separated from each other when the first and second molds approach each other and rotate in opposite directions.

Here, the operation bolt may be formed with at least one or more operation holes into which a tool for rotating the operation bolt can be fitted.

The first and second formers may include a bottom plate movably installed along the longitudinal direction of the receiving member and having a guide nut coupled to the bottom portion thereof, and side plates installed on one side of the bottom plate.

At this time, an insert plate for forming the lower surface of the beam together with the lower plate may be additionally provided between the lower plates of the first and second plates.

In addition, a mounting bracket to which the insert plate can be mounted may be coupled to the lower plate.

Further, the variable die according to the present invention further includes a support for supporting the first and second dies, wherein the support includes a vertical member which is parallel and connected to the side plate, a vertical member which is accommodated inside the support member, A horizontal member movably installed along the vertical member, and a turnbuckle extending and retractably connected between the vertical member and the horizontal member.

At this time, a holder may be installed on the upper part of the horizontal member so as to be movable along the upper surface of the supporting member in a state of being coupled with the horizontal member.

Meanwhile, a method of constructing a beam form having the above-described structure includes the steps of: (a) lifting a beam form to install the beam form on a construction site; and (b) rotating an operating bolt installed at a lower portion of the beam former to adjust a width interval between the first and second formers to a required beam spacing.

In the step (a), the step of lifting the formwork to a height of the object to be constructed and the step of extending one or more extenders to the lower end of the support provided at the bottom of the formwork to extend the length of the support required for the construction .

The step (b) may be performed by inserting a tool into the operation hole formed in the operation bolt at the bottom of the first and second formwork and rotating it in one direction.

The step (c) of installing the insert plate for forming the lower surface of the beam between the lower plates of the first and second molds when the widths of the first and second formworks are expanded through the step (b) .

According to the variable shape die structure of the present invention having the above-described configuration, the first and second dies facing each other are symmetrically disposed along the longitudinal direction of the receiving member so as to be slidable. When an operating bolt with a threaded screw is fastened to a guide nut coupled to the first and second molds to rotate the actuating bolt in one direction, when the first and second molds approach each other and rotate in opposite directions, It is possible to freely adjust the width of the beam form so as to correspond to the spacing of the beam to be applied, so that the workability can be improved and the construction period can be shortened.

Also, in order to adjust the spacing width of the formwork as in the prior art, it is not necessary to perform troublesome and inconvenient work such as disassembling the nails fastened to the pedestal by adjusting the width of the formwork and then fastening it again with a nail It is possible to improve the workability and shorten the construction time, and it is possible to greatly reduce the construction cost since it is possible to construct beams having various beam spacing by using one beam form.

In addition, since the adjustment of the width of the beam form can be adjusted to a precise level according to the thread pitch pitch of the operating bolt, it is possible to make a precise level of the beam form fit to the design specification of the work object beam.

1 is a perspective view illustrating a variable shape tool according to an embodiment of the present invention;
Fig. 2 is a bottom perspective view of Fig. 1; Fig.
3 is a side view of Fig.
4 is a sectional view taken along the line AA 'of FIG. 3;
FIG. 5 is a detailed view showing a guide nut coupled to a lower plate of a bracket and an operation bolt part structure associated therewith in detail; FIG.
6 is an operational state diagram showing a process of adjusting the interval between the first and second molds according to the rotation of the operating bolts.
FIG. 7 is an explanatory view illustrating a state in which an insert plate is not provided between the first and second molds; FIG.
FIG. 8 is an exemplary view showing a state in which an insert plate having a large width is provided between the first and second molds; FIG.

Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the accompanying drawings.

1 to 5, a variable shape support 100 according to an embodiment of the present invention includes a support member 102 installed on an upper portion of a support 110, Guide nuts 142 and 144 which are coupled to a lower portion of the first and second formworks 120 and 130 and have a female threaded portion formed on one side thereof and guide nuts 142 and 144 which are slidably mounted on both sides of the first and second formworks 120 and 130, And an operating bolt 150 having a male screw portion 152 of a left-hand thread structure and a male screw portion 154 of a right screw structure, respectively, which are fastened to the female threaded portions of the female screw portions 142 and 144, respectively.

First, the support 110 includes a ridge 112 coupled with the support member 102, an extender 112 connected to the lower end of the ridge 112, And includes an extender 116 fixed via an extender 114 and a pin 117.

Here, the extender 114 is connected to the lower end of the rim 112 to extend the entire length of the rim 112 to meet the required length when the length of the rim 112 needs to be extended.

At this time, the extender 114 is formed to have the same outer diameter and inner diameter as the rim 112. The shape of the lower end of the extender 114 is formed to be the same as the shape of the lower end of the rim 112 so as to maintain the same compatibility with the joint structure between the existing rim 112 and the rim 116.

The extender 114 may be formed to have a predetermined length so as to facilitate handling by the operator. When the extension of the extension 112 is required, the extension 112 may be sequentially connected to the lower end of the extension 112, And the pin 117, the entire length of the support 110 can be extended to a required length.

In this case, the connection between the extender 114 and the rim 112 may be connected by various methods such as a screw fastening method or a hook fastening method.

The adjacent ridge 112 and the extender 114 are connected to each other through the horizontal connecting member 118 so that they can exert a structurally stable supporting force and the ridge 112 and the extender 114 It is possible to prevent the rotation of the extender 114 from being involuntarily rotated, thereby preventing the phenomenon of being separated between the face 112 and the extender 114 in advance.

On the upper side of the support member 102, first and second dies 120 and 130 are formed to form a lower surface and both sides of the beam.

The first and second molds 120 and 130 have the same shape and are arranged symmetrically with respect to each other, and are installed to be slidable on the upper surface of the support member 102 from side to side.

Specifically, the first and second dies 120 and 130 are composed of a lower plate 122 and 132 for forming a lower surface of the beam, and side plates 124 and 134 for forming both side surfaces of the beam. The lower plates 122 and 132, The plates 124 and 134 are mutually coupled in a state of being arranged vertically to each other.

The bottom surfaces of the bottom plates 122 and 132 provided on the first and second molds 120 and 130 are engaged with the upper rail portion of the support member 102 to be slidable along the longitudinal direction of the support member 102, .

A support body 160 is provided on the outer side of the first and second molds 120 and 130 to support the side plates 124 and 134 provided in the first and second molds 120 and 130.

The support 160 forms a triangular support structure comprising a vertical member 162, a horizontal member 164, and a turnbuckle 166.

The vertical member 162 is disposed parallel to the outer side surfaces of the side plates 124 and 134 of the first and second molds 120 and 130 and the upper end of the vertical member 162 is engaged with the upper ends of the side plates 124 and 134 And the lower end is engaged with the horizontal member 164.

The horizontal member 164 is installed so as to be slidable along the longitudinal direction of the support member 102 while being accommodated in the inner space of the support member 102.

One end of the turnbuckle 166 is hinged to the upper end of the vertical member 162 and the other end of the turnbuckle 166 is hinged to the upper end of the vertical member 162 to be rotatable about the vertical member 162 or the horizontal member 164, It is configured to be able to expand and contract.

The upper rail portion of the support member 102 located between the lower end of the vertical member 162 and the lower end of the turnbuckle 166 is slidable along the longitudinal direction of the support member 102 in a state in which the holder 168 is engaged Lt; / RTI >

The holder 168 and the horizontal member 164 are configured to be coupled to each other through a bolt to guide the linear movement of the horizontal member 164 through the holder 168 moved along the upper surface of the receiving member 102.

The rail guide provided on each of the lower plates 122 and 132 of the first and second formwork 120 and 130 is installed to be slidably engaged with the upper rail portion of the support member 102, The first and second dies 120 and 130 are located on the opposite sides of the support member 102 because the lower end horizontal member 164 of the support body 160 supporting the plates 124 and 134 is movably received in the inner space of the support member 102. [ It is possible to freely slide and move along the longitudinal direction.

On the other hand, on the bottom surface of each of the bottom plates 122 and 132 of the first and second molds 120 and 130 located between the adjacent supporting members 102, the gap between the first and second molds 120 and 130 can be freely adjusted Is provided.

The gap adjusting means includes a pair of guide nuts 142 and 144 coupled to the bottom surfaces of the lower plates 122 and 132 of the first and second dies 120 and 130 and an operating bolt 150 fastened to the guide nuts 142 and 144 do.

The guide nuts 142 and 144 are coupled to the bottom surfaces of the bottom plates 122 and 132 of the first and second molds 120 and 130, respectively. A female threaded portion is formed on one inner surface of the guide nut 142 and 144 through which the operating bolt 150 is inserted and is screwed to the male threaded portions 152 and 154 formed on both sides of the operating bolt 150.

Screw threads 152 and 154 are formed on both sides of the operating bolt 150 to engage with the female threads of the guide nuts 142 and 144 respectively coupled to the bottom surfaces of the bottom plates 122 and 132. One threaded portion 152 is formed as a left- And the other threaded portion 154 has a structure formed by a right screw.

At the center of the actuating bolt 150, at least one actuating hole 156 is formed in which a worker can insert the tool so that the tool can be inserted and rotated at the bottom of the first and second molds 120 and 130.

Therefore, when the operating bolt 150 is rotated in one direction (for example, clockwise), the first and second molds 120 and 130 come close to each other. When the operating bolt 150 rotates in the opposite direction (counterclockwise) The molds 120 and 130 are separated from each other and the interval between the first and second molds 120 and 130 can be adjusted through the rotation operation of the operating bolts 150. [

The process of adjusting the gap between the first and second molds 120 and 130 through the rotation of the operating bolt 150 is as illustrated in the operation diagram of FIG.

If the gap between the first and second molds 120 and 130 is widened by the rotation of the operating bolt 150 as described above, a gap is formed between the two lower plates 122 and 132, I need to give.

For this purpose, in the empty space between the lower side plates 122 and 132 formed by the first and second formworks 120 and 130, the lower side plates 122 and 132 and the lower side plates 122 and 132, Shaped insert plate 180 having a width dimension corresponding to the interval of the insert plate 180 is provided.

The insertion plates 180 are coupled to the mounting brackets 170 on the side surfaces of the bottom plates 122 and 132 so that the mounting brackets 170 are disposed on both sides of the mounting brackets 170. It is seated and mounted.

When the mounting bracket 170 is coupled to the side surfaces of the lower side plates 122 and 132, the upper surface of the mounting bracket 170 is lower than the upper surface of the lower side plates 122 and 132 by the thickness of the insert plate 180 Lt; / RTI >

The upper surface of the insert plate 180 is positioned on the same plane as the upper surfaces of the lower plates 122 and 132 in a state in which the insert plate 180 is mounted on the mounting bracket 170, A form surface can be formed.

At this time, the insert plate 180 and the mounting bracket 170 can be selectively installed only when the distance between the first and second molds 120 and 130 is extended.

In other words, as in the case of the beam form structure shown in FIG. 7, when the work object beam interval is equal to the combined width of the both side lower plates 122 and 132 of the first and second formers 120 and 130, the side faces of the both lower plates 122 and 132 are in contact with each other Since no empty space is generated between the both side lower plates 122 and 132, installation of the mounting bracket 170 and the insert plate 180 is excluded.

8 illustrates a case in which the interval between the first and second formers 120 and 130 is wider than the form of the form illustrated in FIG. 4. In this case, the two lower plates 122 and 132 An insert plate 180 having a large width can be provided on the combined mounting bracket 170. [

In this way, the operator can adjust the gap between the first and second molds 120 and 130 by rotating the actuating bolt 150 so as to match the width width of the beam to be applied, Since the work of inserting the insert plate 180 into the space is completed through the simple operation of inserting and mounting the insert plate 180, it is possible to perform the construction work of the beam regardless of the width width of the beam to be applied, .

Hereinafter, a method of constructing the beam 100 according to the variable shape beam 100 of the present invention will be described in detail.

A method of constructing a bracket according to the present invention is characterized in that a bracket (100) provided with spacing adjusting means capable of adjusting the spacing between the first and second workpieces (120, 130) The extender 114 is connected to the lower end of the bobbin 112 of the support 110 provided at the lower portion of the bobbin 100 and the bobbin 116 is inserted into the lower end of the extender 114, (117) so that the beam formwork (100) is placed at the height of the installation target position.

In this case, when the height of the support 100 is low, the support 116 may be inserted into the lower end of the support 112 without being connected to the extender 114, A plurality of extenders 114 are successively connected to the lower end of the ridge 112 so as to match the installation height so that the support 110 is extended to the height of the installation height .

In the meantime, in the state where the beam form 100 is installed at the height of the object to be constructed, the width width of the beam to be installed is smaller than the sum of the width widths of the lower side plates 122, 132 of the first and second formworks 120, It is necessary to adjust the gap between the first and second molds 120 and 130 on both sides.

In this case, the operator inserts the tool into the operation hole 156 at the center of the operation bolt 150 at the lower part of the first and second formworks 120 and 130 and rotates clockwise or counterclockwise, 120 and 130 are adjusted to be equal to the width width of the target object.

In this case, when the operating bolt 150 is rotated clockwise or counterclockwise, both side guide nuts 142 and 144 engaged with the left screw thread 152 and the right screw thread 154 on both sides of the operating bolt 150, The distance between the first and second molds 120 and 130 can be reduced or widened by moving the operating bolts 150 toward and away from each other. 124 and 134 can be adjusted to the interval of the width of the object to be welded.

In this case, when the gap between the first and second molds 120 and 130 is widened, it is possible to insert a tool for rotation of the actuating bolt 150 between the opened gap spaces, The operation bolt 150 can be rotated.

After the operation bolts 150 are rotated to expand the gap between the side plates 124 and 134 of the first and second molds 120 and 130 to the required gap widths, And then the insert plate 180 is mounted on the mounting bracket 170 to complete the installation work of the bracket 100. [

As described above, the first die 120 and the second die 130 are provided on the upper surface of the receiving member 102 so as to be slidable along the longitudinal direction, and the left and right screw threads When the operating bolt 150 is rotated in one direction by fastening the operating bolts 150 formed with the upper and lower plates 152 and 154 to the female threads of the guide nuts 142 and 144 coupled to the both lower plates 122 and 132, The operator moves the operation bolts 150 with the tool from the lower portion or the upper portion of the workpiece 100 so as to rotate the operation bolts 150. Thus, 120 and 130 can be easily adjusted according to the gap between the workpieces to be applied and a simple process of mounting the insert plate 180 corresponding to the gap between the first and second molds 120 and 130, Since the form surface for forming the lower surface of the beam is completed, even when the width size of the object to be applied is changed, the gap between the first and second formworks 120 and 130 can be adjusted to fit the changed width, .

In this way, it is possible to construct a beam having various beam spacing using only one variable beam form according to the present invention, thereby improving the workability, shortening the construction period, and reducing the construction cost.

In addition, it is possible to adjust a precise level interval according to the pitch interval of the thread lines formed on the operating bolts when adjusting the width of the beam formwork, and thereby it is possible to perform precise work in accordance with the required beam width design specification.

While the present invention has been particularly shown and described with reference to exemplary embodiments thereof, it is clearly understood that the same is by way of illustration and example only and is not to be construed as limited to the embodiments set forth herein. Will be possible.

100: support member 102: support member
110: Support 112: The front
114: Extender 116:
118: horizontal connecting member 120, 130: first and second formwork
122, 132: bottom plate 124, 134: side plate
150: Operation bolts 152,154: Left / right thread number thread
156: work ball 160: support
162: vertical member 164: horizontal member
166: turnbuckle 168: holder
170: mounting bracket 180: insert plate

Claims (11)

  1. A support member provided on an upper portion of the support;
    First and second formers slidably installed on the support member and forming lower and opposite sides of the beam;
    A guide nut coupled to the first and second molds and having an internal thread on an inner surface thereof;
    An operating bolt formed on both sides with a male screw portion to be engaged with the female screw portion of the guide nut, one male screw portion formed by a right screw and the other male screw portion formed by a left screw;
    And a support for supporting the first and second molds,
    Wherein the support comprises:
    A vertical member coupled in parallel with the side plate;
    A horizontal member accommodated inside the support member and movably installed along the longitudinal direction of the support member;
    A turnbuckle retractably connected between the vertical member and the horizontal member;
    / RTI >
    Wherein the holder is bolted to the horizontal member portion located between the lower end of the vertical member and the lower end of the turnbuckle and the holder is slidably moved along the upper rail of the support member in a state where both sides thereof are engaged with the upper rail portion of the support member. And guides the linear movement of the horizontal member.

  2. The variable shape tool as claimed in claim 1, wherein at least one actuating hole is formed in the actuating bolt, in which a tool capable of rotating the actuating bolt is inserted.
  3. [2] The apparatus of claim 1,
    A lower plate movably installed along the longitudinal direction of the receiving member, the lower plate having the guide nut coupled to the bottom surface thereof;
    A side plate disposed on one side of the bottom plate;
    Wherein the variable shape punch includes:
  4. [4] The variable height bracket of claim 3, wherein an insert plate is formed between the lower plates of the first and second molds together with the lower plate to form a lower surface of the beam.
  5. [6] The apparatus according to claim 4, wherein the lower plate is coupled to a mounting bracket capable of mounting the insert plate,
  6. delete
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KR1020160008381A 2016-01-22 2016-01-22 Bariable beam form and construction method thereof KR101745242B1 (en)

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102007947B1 (en) * 2018-12-24 2019-08-06 주식회사 덕신하우징 variable type detachable beam deck and method of constructing the same
KR102084550B1 (en) 2019-07-08 2020-03-04 주식회사 덕신하우징 variable support frame for variable type detachable beam deck
KR102128100B1 (en) 2019-07-08 2020-06-30 (주)덕신하우징 variable type detachable beam deck
KR102128099B1 (en) 2019-07-08 2020-06-30 (주)덕신하우징 variable type detachable beam deck system
KR102128101B1 (en) 2019-07-08 2020-07-01 (주)덕신하우징 variable support for variable type detachable beam deck

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR200226695Y1 (en) * 2001-01-17 2001-06-15 주식회사신영 Supporting means for beam contrete mold
KR100516109B1 (en) * 2005-01-31 2005-09-21 주식회사 종합건축사사무소 남양 Sheeting frame of pier for building
KR101586858B1 (en) * 2014-12-16 2016-01-19 서보산업 주식회사 Method for constructing slab and girder of concrete building

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR200226695Y1 (en) * 2001-01-17 2001-06-15 주식회사신영 Supporting means for beam contrete mold
KR100516109B1 (en) * 2005-01-31 2005-09-21 주식회사 종합건축사사무소 남양 Sheeting frame of pier for building
KR101586858B1 (en) * 2014-12-16 2016-01-19 서보산업 주식회사 Method for constructing slab and girder of concrete building

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102007947B1 (en) * 2018-12-24 2019-08-06 주식회사 덕신하우징 variable type detachable beam deck and method of constructing the same
KR102084550B1 (en) 2019-07-08 2020-03-04 주식회사 덕신하우징 variable support frame for variable type detachable beam deck
KR102128100B1 (en) 2019-07-08 2020-06-30 (주)덕신하우징 variable type detachable beam deck
KR102128099B1 (en) 2019-07-08 2020-06-30 (주)덕신하우징 variable type detachable beam deck system
KR102128101B1 (en) 2019-07-08 2020-07-01 (주)덕신하우징 variable support for variable type detachable beam deck

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