KR101702957B1 - Table form and construction method for slab using the same - Google Patents

Table form and construction method for slab using the same Download PDF

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Publication number
KR101702957B1
KR101702957B1 KR1020160039467A KR20160039467A KR101702957B1 KR 101702957 B1 KR101702957 B1 KR 101702957B1 KR 1020160039467 A KR1020160039467 A KR 1020160039467A KR 20160039467 A KR20160039467 A KR 20160039467A KR 101702957 B1 KR101702957 B1 KR 101702957B1
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KR
South Korea
Prior art keywords
support
plate member
upright
hori
slab
Prior art date
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KR1020160039467A
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Korean (ko)
Inventor
김재성
Original Assignee
(주)대의엔지니어링
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Publication date
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Priority to KR1020160039467A priority Critical patent/KR101702957B1/en
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Publication of KR101702957B1 publication Critical patent/KR101702957B1/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
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
    • 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
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
    • E04G11/48—Supporting structures for shutterings or frames for floors or roofs
    • 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
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
    • E04G11/48—Supporting structures for shutterings or frames for floors or roofs
    • E04G11/483—Supporting heads
    • 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
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
    • E04G11/48—Supporting structures for shutterings or frames for floors or roofs
    • E04G11/50—Girders, beams, or the like as supporting members for forms

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

Abstract

The present invention relates to a table mold device and a slab construction method using the same, capable of significantly reducing noise and time during assembly and disassembly by integrating a supporting post, a sleeper, and a joist which forms a mold through one device. More specifically, the table mold device of the present invention comprises: a plurality of hory beams including a support plate including a support bar and a curved part combined with each of both ends of the support bar curved downwards, and placed in a longitudinal direction of a construction target area; at least one panel member placed on an upper part of the hory beams; a pair of square pipes placed in parallel with the lower part of the support plate in a placement direction of the hory beams; at least two erecting supports connected in parallel with the lower surface of the square pipes to support the square pipes from the ground; and a combination member connecting the panel member and the support plate with the erecting supports.

Description

BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a table form apparatus and a slab construction method using the same,

BACKGROUND OF THE INVENTION 1. Field of the Invention [0001] The present invention relates to a table formwork apparatus and a slab construction method using the same, which can reduce the time and noise that are required for assembly and disassembly by integrating the tiles, yokes,

Generally, a molding apparatus for forming a slab includes a plurality of slab foams connected like a checkerboard, a middle beam (yoke member) provided under the slab foam to support the slab foam, and a middle beam And a supporting column (bottom side).

The slab foams adjacent to each other are closely contacted with each other through a normal fastening means such as a bolt.

In the conventional slab formwork apparatus, a middle beam is placed between the column and the column, a plurality of slab foams are placed between the middle beam and the middle beam, and then concrete is laid. When the laid concrete is cured, Remove the foam, middle beam and column.

The conventional slab formers have a simple structure but are arranged in a tiled pattern. Therefore, since a large amount of slab foam and a middle beam and a column are required to be connected to each slab foam, a considerable amount of time The pillar must be arranged densely as well as the required space, and thus the lower space of the construction surface must be narrowed.

Particularly, since the upper surfaces of the respective slab foams have to be matched in height to each other, the slab installation surface is flat, so that it takes a considerable amount of time to adjust the height of each column. Even when the height of the slab foam is matched, There is a fear that the stepped surface may become irregular.

In addition, at the time of dismantling the slab formwork, a plurality of slab forms, which are closely connected to each other after the column and the middle beam are removed, are temporarily dropped on the floor. There is a problem that complaints are frequently raised, such as damaging the worksite as well as the construction site.

Korean Registered Patent No. 1042382 (Jun. 17, 2011)

SUMMARY OF THE INVENTION Accordingly, the present invention has been made to solve the above-mentioned problems, and it is an object of the present invention to provide an apparatus and a method for assembling and disassembling a workpiece by integrating a work, a yoke, And a method of constructing a slab using the same.

As a means for solving the above-mentioned problems, the table form apparatus of the present invention comprises a support bar and a support plate having bent parts bent downwardly and connected to both ends of the support bar, A plurality of Hory Beams disposed along; At least one plate member positioned on top of the hori- ze beam; A pair of angled tubes disposed parallel to the lower portion of the support plate along the arrangement direction of the hori- b beam; At least two parallel to each other in a direction perpendicular to the lower surface of each of the tubes to support the tubes from the ground; And a fastening member for connecting the plate member and the support plate to the upright support.

As one example, the upright support may include a head portion having a receiving space for accommodating the lower end of each tube on its upper portion, and a length adjusting means may be formed on a lower portion thereof.

As an example, it may further comprise a reinforcing truss member for connecting and fixing the upright supports in a direction orthogonal to the upright support.

As an example, it may further include an auxiliary support for connecting a reinforcing truss member provided in parallel to the support bar of the hori- ze beam, and a lower portion of the hori- ze beam.

As one example, the hori-beam may further include a truss member coupled to a lower portion of the support bar, and a gap adjusting means for extending the support plate from both ends of the support bar.

As one example, it may further include at least one side plate member arranged to extend outward in parallel from an end of the plate member while sharing an inner space of the support plate with the plate member.

As one example, the first plate member is disposed parallel to the lower portion along the arrangement direction of the side plate member; And a side support connected to the upright support and supporting the first web material.

As an example, the side support may include a head portion having a receiving space capable of receiving a lower end of the first sheet material at an upper portion thereof, a frame having an acute angle to face the upright support at a lower portion of the head portion, And a fixture connecting the lower portion of the upper support and the upright support.

As one example, the plate member may be a con-panel made of translucent glass fiber reinforced plastic (FRP).

Meanwhile, the slab construction method using the table formwork apparatus of the present invention includes the steps of arranging the above-mentioned table formwork apparatus in the longitudinal or transverse direction side-by-side in the slab installation target area formed between the beams and beams; Adjusting the height of the upright support to adjust the level; Placing reinforcing bars in an upper space formed by the table formers and casting concrete; And after the curing of the poured concrete, adjusting the height of the upright support to peel off the table form apparatus from the slab installation surface.

As described above, the table form apparatus of the present invention and the slab construction method using the same can significantly reduce the time required for assembly and disassembly by integrating the work, the yoke, and the joist materials constituting the formwork through one device, And a reduction in labor costs

In addition, since it is not necessary to separate the assembly and disassembly process and the preparation of the construction can be completed by merely adjusting the movement and height of the table formwork device, the installation noise can be minimized due to the minimization of the materials, Thereby securing safety due to safe operation.

In addition, since the load can be stably supported while providing a wide clearance gap in comparison with the conventional tile formwork structure, the work space can be secured wide against the lower part of the installation surface and the height can be adjusted with the lower tile. There is an advantage that a flexible response to change can be achieved.

BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a perspective view showing a table formwork apparatus according to the present invention. FIG.
2 is a perspective view illustrating a configuration of a low beam according to an embodiment of the present invention;
3 is a front view showing a configuration of a table form according to an embodiment of the present invention;
4 is a side view showing a configuration of a table formwork apparatus according to an embodiment of the present invention;
Fig. 5 is a front view showing an example in which the table formwork apparatus of the present invention is applied to an area to be applied. Fig.
6 is a plan view showing the spacing between the table formers;
7 is a front view showing an example in which the table formwork apparatus of the present invention is applied to a slab installation target area.
Fig. 8 is a front view showing a fixing bracket added in Fig. 7; Fig.
9 is a flowchart illustrating a method of constructing a slab using the table form apparatus of the present invention.

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

FIG. 1 is a perspective view of a table formwork apparatus according to the present invention, FIG. 2 is a perspective view illustrating a configuration of a low beam according to an embodiment of the present invention, FIG. 3 is a schematic view of a configuration of a table formwork apparatus according to an embodiment of the present invention Fig.

FIG. 4 is a side view showing the construction of a table formwork apparatus according to an embodiment of the present invention, and FIG. 5 is a front view showing an example in which the table formwork apparatus of the present invention is applied to an area to be applied.

The table former 10 of the present invention comprises a plurality of Hory beams 100 for supporting and dispersing loads as shown in FIG. 1, and at least one A support member 400 for supporting each of the tubes 300 from the ground and a support member 400 for supporting the support member 300 and the plate member 200, And a fastening member 500 for connecting each tube 300 to the upright support.

The hori- ze beam 100 has a structure capable of supporting and dispersing loads on reinforcing bars and concrete which are added at the time of beam or slab construction, in addition to the plate member 200 placed at the top. As an example, the horii beam 100 may include a support bar 110 and a support plate 120 coupled to both ends of the support bar 110, respectively, as shown in FIG.

Here, the support bar 110 is a structure for dispersing loads, and a truss member 130 may be integrally coupled to a lower portion of the support bar 110. Although not shown in the figure, the support bar 110 is manufactured as a unit having different lengths, It is preferable to be configured so as to be selectively replaceable corresponding to the design width of the target area.

The support plate 120 provides an antechamber in which the plate member 200 can be positioned and a bent portion 121 bent downward is formed at an end of the plate member 200. The fastening member 500, The through hole 122 can be formed so that the fastening bolt 510 of the first through-hole can penetrate.

The hori-beams 100 may be arranged side by side at regular intervals along the longitudinal direction of the object-to-be-processed area, including a visor area or a slab construction area.

The horii beam 100 may further include gap adjusting means 140 for extending the support plate 120 from both ends of the support bar 110. For example, The means 140 includes a first member 141 connected to the support bar 110 and a second member 142 connected to the support plate 120 are slid to the left and right And may include a fixing pin 143 for fixing the first member 141 and the second member 142. In addition,

Since the horii beam 100 can be adjusted to have a width corresponding to the width of the installation surface by including the gap adjusting means 140, it is possible to evenly distribute the load, thereby preventing sagging of the formwork do.

The plate member 200 is positioned in an imaginary support surface formed by arranging the plurality of hori Beams 100 in parallel to each other, that is, in an inner space of the support plate 110 and the support plate 120, And it is preferable that the unit is made of a single unit so that a joint part of the construction surface is not generated.

Here, the plate member 200 may be a con-panel made of a light transmissive glass fiber reinforced plastic (FRP).

Since the opaque wood plate used in the mold seals the lighting space in the upper part, the work space of the lower part is usually dark after the form is installed, Is made of a translucent cone panel so that the lower portion is maintained in a bright state, which can advantageously improve the production line and safety management on the construction site.

In addition, the cone panel is lightweight, easy to handle, and has additional advantages such as water resistance, workability, durability, strength, restoring power, less deformability, and an increase in the number of exclusive use, resulting in cost savings .

Each of the tubes 300 may be disposed in parallel with one side and the other side of the hori- b beam 100 along the arrangement direction of the hori- b beam 100. Preferably, The load applied to the horii beam 100 and the plate member 200 is distributed in the lower space formed by the bent portion 121 of the hori To the support (400).

At least two or more of the upright supports 400 may be parallel connected to the lower surface of each of the tubes 300 so as to support the tubes 300 from the ground. At this time, it is preferable that the upright supports 400 connected to the pair of pipes 300 are positioned so as to face each other so that the loads do not concentrate on any one of the upright supports 400.

As shown in FIG. 3, the upright support 400 includes a head portion 410 having a receiving space 411 capable of receiving the lower end of the tube 300, And a length adjusting means 420 is provided at a lower portion thereof so as to flexibly cope with the change of the bedding height. Here, the length adjusting means 420 may be variously implemented by a known technique, and a detailed description thereof will be omitted.

The fastening member 500 includes a fastening bolt 510 passing through the plate member 200, the through hole 122 of the support plate 120 and the head 410 of the upright support 400, 410 and a coupling nut 520 fastened to the fastening bolt 510 so that the plate member 200 and the hori beam 100 are connected and fixed to the upright support 400, So that they can be integrated.

As described above, the table formwork apparatus 10 of the present invention is constructed such that a hori- ze beam 100 capable of dispersing and transmitting a load is constituted as an upper structure, and each of the horseshoes 300 connected to one side and the other side of the hori- And the upright support 400 capable of stably supporting the support structure 400 are constructed as a lower structure. Thus, the installation structure of the densely installed structure can be improved to reduce the number of installation steps and secure a wide working space.

In addition, by providing a structure in which the respective components are integrated through the work device, the assembling and disassembling time can be drastically reduced, thereby shortening the air space and reducing labor costs, and minimizing the size of the workpiece This makes it possible to minimize installation noises in the field.

The table former 10 according to an embodiment of the present invention includes a reinforcing truss member (not shown) for connecting and fixing the upright supports 400 in a direction orthogonal to the upright support 400 600 to provide a reinforcing structure for the upright support 400 such that the load or the bending moment applied to the upright support 400 is dispersed, thereby stably supporting the die.

5, the table former 10 of the present embodiment may be configured to support the hori- ze beam 100 in the reinforcing truss member 600, as shown in Fig. 5, A reinforcing truss member 600 installed parallel to the bar 110 and an auxiliary support 700 connecting the lower portion of the hori- ze beam 100. [

7 is a front view showing an example in which the table formwork apparatus of the present invention is applied to a slab installation target area, and Fig. 8 is a front view showing a fixing bracket to be added in Fig. 7 Front view.

At least two or more of the table formers 10 may be arranged side by side according to the area to be applied. If the table formers 10 are arranged side by side as shown in FIG. 6, Or a boundary portion (B) with respect to the concrete construction area may occur when it is disposed in the slab construction area as shown in Fig.

The spacing portion A or the boundary portion B is a portion deviating from the internal support region of the table formwork apparatus 10 and the table formwork apparatus 10 according to another embodiment of the present invention is a spacer The supporting region is extended to the outside with respect to the boundary portion B so that the supporting portion can be stably supported.

7, the table former 10 according to the present embodiment is configured to share an inner space of the support plate 120 with the plate member 200 and to be parallel to the plate member 200 And one or more side plate members 800 arranged to extend outwardly.

A first slab 900 disposed parallel to a lower portion of the side plate 800 along the direction of the side plate 800 so as to support a load applied to the side plate 800, And a side support 1000 connected to the first slab 900 to support the first slab 900.

7, the side support 1000 includes a head 1100 having an accommodation space 1101 capable of receiving the lower end of the first sheet member 900, A frame 1110 having an acute angle from the bottom of the frame 1100 to the upright support 400 and a fixture 1120 connecting between the bottom of the frame 1110 and the upright support 400 .

The side plate member 800 and the first plate material 900 are made of wood so that the side plate member 800 can be fixed to the first plate material 900 through a nail or the like.

In addition, in the present embodiment, when the length of the side plate member 800 disposed at the spacing portion A or the boundary portion B is large, the side support 1000 is provided with additional supporting and fixing means A more stable structure can be provided.

8 shows an additional support and securing means for the side plate member 800 in addition to the embodiment of Fig. 7, wherein while supporting the front end of the side plate member 800 extending from the plate member 200, And a second plate member 1200 and a fixing bracket 1300 as supporting and fixing means by which the member can be fixed.

The second sheet member 1200 may be disposed parallel to the front lower end of the side plate member 800 along the arrangement direction of the side plate member 800.

At least two or more of the fixing brackets 1300 may be provided along the longitudinal direction of the second slab 1200 while providing a space in which the second slab 1200 can be placed in an L shape.

As shown in FIGS. 1 and 8, the fixing bracket 1300 may be connected to the sides of the side plate 800 in the longitudinal direction of the tube 300 at predetermined intervals, And a reinforcing flange 1400 is connected to the lower portion of the fixing bracket 1300 to prevent the fixing bracket 1300 from being warped and to support the vertical load on the second plate 1200 more stably.

At this time, the second plate member 1200 is also made of wood so that the side plate member 800 can be fastened to the second plate member 1200 through a nail or the like.

As described above, the table form device 10 according to the present embodiment includes the side plate member 800 extending in parallel from the plate member 200 and the side supports 1000 to 1000 for supporting the load of the side plate member 800, The fixing bracket 1300 and the like may be further constructed so that the spacing portion A or the boundary portion B mentioned above occurs, that is, in the case where the supporting area of the table formwork device 10 needs to be extended to the outside, It is possible to easily assemble it and to support the load stably.

9 is a flowchart for explaining a slab construction method using the table formwork apparatus of the present invention.

Hereinafter, an example of a slab construction method using the table form apparatus described above with reference to FIG. 9 will be described.

First, the table formers 10 can be moved to a slab installation target area formed between beams and beams using a balancing equipment or lifting equipment.

Then, step S100 of arranging at least one of the table formers 10 in the longitudinal direction or the lateral direction so as to correspond to the slab installation target area is performed.

Then, the height of the installation surface is adjusted using the length adjusting means 420 of each upright support 400 (S200), thereby finally adjusting the horizontal surface of the installation surface.

After the horizontal adjustment of the installation surface is completed, a step S300 of placing the reinforcing bars in the upper space formed by the table formers 10 and casting the concrete is performed.

When the curing process of the poured concrete is completed, the height of the table formwork device 10 is adjusted to a low level by using the length adjusting means 420 of the upright type support 400 to thereby form the table formwork device 10 from the slab built- (S400). ≪ / RTI >

The above-described process describes a process for one slab installation target area, and the construction method for the slab installation target area of the next order can also be performed by repeating the above-described process after moving the table molding device to the corresponding construction target area have.

It will be apparent to those skilled in the art that various modifications and variations can be made in the present invention without departing from the spirit or scope of the invention. Therefore, the technical scope of the present invention should not be limited to the contents described in the detailed description of the specification, but should be defined by the claims.

10: Table formwork
100: Horibe beam 200: Plate member
300: Each pipe 400: Upright support
500: fastening member 600: reinforcing truss member
700: auxiliary support 800: side plate member
900: First sheet material 1000: Side support
1200: Second plate material 1300: Fixing bracket
1400: Flange

Claims (10)

A plurality of Hory beams including a support bar and a support plate coupled to both ends of the support bar and having downwardly bent bent parts, the Hory beam being disposed along the longitudinal direction of the application target area;
At least one plate member positioned on top of the hori- ze beam;
A pair of angled tubes disposed parallel to the lower portion of the support plate along the arrangement direction of the hori- b beam;
At least two parallel to each other in a direction perpendicular to the lower surface of each of the tubes to support the tubes from the ground;
A reinforcing truss member connecting and fixing the upright supports in a direction orthogonal to the upright support;
A fastening member for connecting the plate member and the support plate to the upright support;
When two or more table formers are arranged side by side and a spacing portion occurs between the table formers, or when the table form apparatus is disposed close to the clearance area to generate a boundary portion with the clearance area, Wherein at least one of the one or more supporting members extends outwardly from an end of the plate member to support the spacing portion or the boundary portion as being parallelly disposed and connected from an end of the plate member while sharing an inner space of the support plate with the plate member, Side plate member
A first sprue disposed parallel to an arrangement direction of the side plate members to support a load of the side plate members; And
A head portion connected to the upright support to support the first plank member and having a receiving space for accommodating the lower end of the first plate member at an upper portion thereof and a head portion having an acute angle to the upright support at a lower portion of the head portion A side support including a frame and a fixture connecting the lower portion of the frame and the upright support;
A second sponge disposed parallel to the front end lower portion of the side plate member along the arrangement direction of the side plate member to additionally support a load of the side plate member;
A fixing bracket that provides a space in which the second sheet material can be laid in an 'L' shape and is connected to at least two sides of the respective pipe toward the side plate member along its longitudinal direction; And
And a reinforcing flange vertically coupled to a lower surface of the fixing bracket.
The method according to claim 1,
The upright support
Wherein a head portion having a receiving space capable of receiving the lower end of each of the tubes is formed on the upper portion, and a length adjusting means is formed on the lower portion.
delete The method according to claim 1,
Further comprising an auxiliary support for connecting a reinforcing truss member provided parallel to the support bar of the hori- ze beam and a lower portion of the hori- ze beam, among the reinforcing truss members.
The method according to claim 1,
The hori-
Further comprising: a truss member coupled to a lower portion of the support bar; and spacing adjusting means for extending the support plate from both ends of the support bar.
delete delete delete The method according to claim 1,
Wherein the plate member comprises:
Is a con-panel made of translucent glass fiber reinforced plastic (FRP).
The table formers according to any one of claims 1, 2, 4, 5, and 9 are arranged side by side in a longitudinal direction or a transverse direction in a slab installation target area formed between the beams and beams ;
Adjusting the height of the upright support to adjust the level;
Placing reinforcing bars in an upper space formed by the table formers and casting concrete; And
And after the curing of the poured concrete, adjusting the height of the upright support to peel the table form apparatus from the slab installation surface.
KR1020160039467A 2016-03-31 2016-03-31 Table form and construction method for slab using the same KR101702957B1 (en)

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Application Number Priority Date Filing Date Title
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20220003755A (en) * 2020-07-02 2022-01-11 주식회사 반석구조엔지니어링 Support integrated waffle form system for waffle slab and construction method for the same

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR0176018B1 (en) * 1996-07-11 1999-04-01 공용조 Slab formwork support device for building and construction method of slab formwork using same
KR100788742B1 (en) * 2007-03-15 2008-01-02 (주) 콘스텍 Coupling structure of dek in narrow space
KR101042382B1 (en) 2008-01-28 2011-06-17 삼목정공주식회사 Slab Form Device
KR101322839B1 (en) * 2012-03-08 2013-10-29 주식회사 거산시스템 Structure for supporting a beam provided in system support
KR101388823B1 (en) * 2012-07-12 2014-04-23 삼목에스폼 주식회사 Form device

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR0176018B1 (en) * 1996-07-11 1999-04-01 공용조 Slab formwork support device for building and construction method of slab formwork using same
KR100788742B1 (en) * 2007-03-15 2008-01-02 (주) 콘스텍 Coupling structure of dek in narrow space
KR101042382B1 (en) 2008-01-28 2011-06-17 삼목정공주식회사 Slab Form Device
KR101322839B1 (en) * 2012-03-08 2013-10-29 주식회사 거산시스템 Structure for supporting a beam provided in system support
KR101388823B1 (en) * 2012-07-12 2014-04-23 삼목에스폼 주식회사 Form device

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20220003755A (en) * 2020-07-02 2022-01-11 주식회사 반석구조엔지니어링 Support integrated waffle form system for waffle slab and construction method for the same
KR102427444B1 (en) * 2020-07-02 2022-08-01 주식회사 비에스티엔지니어링 Support integrated waffle form system for waffle slab and construction method for the same

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