KR20120066878A - Deck of slab form and method for constructing a slab form by using thereof - Google Patents

Deck of slab form and method for constructing a slab form by using thereof Download PDF

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Publication number
KR20120066878A
KR20120066878A KR1020100128212A KR20100128212A KR20120066878A KR 20120066878 A KR20120066878 A KR 20120066878A KR 1020100128212 A KR1020100128212 A KR 1020100128212A KR 20100128212 A KR20100128212 A KR 20100128212A KR 20120066878 A KR20120066878 A KR 20120066878A
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KR
South Korea
Prior art keywords
deck
formwork
end plate
plate
base plate
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KR1020100128212A
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Korean (ko)
Inventor
김생기
송광정
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김생기
삼광선재 주식회사
송광정
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Application filed by 김생기, 삼광선재 주식회사, 송광정 filed Critical 김생기
Priority to KR1020100128212A priority Critical patent/KR20120066878A/en
Publication of KR20120066878A publication Critical patent/KR20120066878A/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
    • E04G11/38—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 for plane ceilings of concrete
    • 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

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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 deck constituting the slab formwork and a method for constructing the slab formwork using the deck.
In the slab formwork deck according to the invention the base plate 10 is disposed between the first end plate 20 and the second end plate 30, between the base plate 10 and the second end plate 30 The length adjusting plate 40 is disposed, and the truss girder 50 is attached to the bottom surface of the base plate 10, the first end plate 20, the second end plate 30, and the length adjusting plate 40. By being fixed by, the truss girder 50 is characterized in that the base plate 10, the first end plate 20, the second end plate 30 and the length adjustment plate 40 at the same time.

Description

Slab formwork deck and slab formwork construction method using same {DECK OF SLAB FORM AND METHOD FOR CONSTRUCTING A SLAB FORM BY USING THEREOF}

The present invention relates to a deck constituting the slab formwork and a method for constructing the slab formwork using the deck, more specifically, the base plate is disposed between the first end plate and the second end plate, the base plate and the second The length adjusting plate is disposed between the end plates, and the truss girders are fixed to the lower surfaces of the base plate, the first end plate, the second end plate and the length adjusting plate by the brackets, so that the truss girder is made of the base plate, the first end plate, and the first plate. The present invention relates to a slab formwork deck that simultaneously supports two end plates and a length adjusting plate and a slab formwork construction method using the same.

Republic of Korea Patent Application Publication No. 10-2010-0057991 (published June 3, 2010) "slab formwork assembly and slab construction method" is introduced.

The slab formwork assembly is formed with a plurality of holes in the steel form (steel form), the truss girder disposed on the lower surface of the steel form is fixed by a plurality of fixing means, for reinforcement on the upper surface of the steel form The spacer is mounted.

However, the slab formwork assembly is difficult to transport and install because the steel foam is made of steel material, the area of the steel foam is almost similar to the area of the slab, it is difficult to demold the steel foam when demolding after slab forming Noise and dust are severe, safety accidents may occur, and transportation and storage are difficult.

Accordingly, an object of the present invention is that the base plate is disposed between the first end plate and the second end plate, the length adjustment plate is disposed between the base plate and the second end plate, the base plate, the first end plate, the second end plate And the truss girder is fixed to the lower surface of the length adjusting plate by the bracket so that the truss girder simultaneously supports the base plate, the first end plate, the second end plate, and the length adjusting plate, thereby allowing the base plate, the first and second end plates. It can be mass-produced in the factory to a certain standard, lowering the production cost, and the base plate, the first and second end plates, and the truss girder can be assembled and transported and stored, which is convenient for transportation and storage, and each building site The overall length of the deck can be adjusted to suit the needs, and the slab formwork deck that can be removed and reused after slab forming is not required separately to support the load when placing concrete. To provide.

Another object of the present invention is to construct a slab formwork using the deck as described above, the support for supporting the deck is not required, it is possible to prevent the increase in labor costs and air delay due to the installation of the support, each anchor bolt When the formwork is removed from the slab after the slab is formed, the anchor bolt is held by the deck, and the nut of the anchor bolt is loosened so that the deck can be removed one by one. It is to provide a slab formwork construction method using a deck to prevent dust.

Slab formwork deck according to the present invention for achieving the above object is the base plate is disposed between the first end plate and the second end plate, the length adjusting plate is disposed between the base plate and the second end plate, the base plate The truss girder is fixed to the lower surface of the first end plate, the second end plate and the length adjusting plate by the bracket, so that the truss girder simultaneously supports the base plate, the first end plate, the second end plate and the length adjusting plate. It features.

The base plate is formed by injection molding a synthetic resin in a rectangular shape, characterized in that the reinforcement of the grid shape is formed on the lower surface, a plurality of holes are formed.

The synthetic resin may be any one of reinforced PVC (reinforced polyvinyl chloride) or plastic impregnated with glass fibers.

The base plate is characterized in that any one of the base plate and the neighboring base plate is connected by the first connecting means.

The first connection means is fastened through the wood disposed on the lower surface of the boundary between the two base plates, nails fixed to the wood through the holes of any one of the base plate, through the holes of the neighboring base plate and the bolt holes of the wood Characterized in that consisting of the bolt and nut.

The first end plate is a synthetic resin injection molding, the steel reinforcement of the "c" shape is inserted by the insert injection molding method, a lattice-shaped reinforcement is formed on the lower surface, a plurality of holes are formed, the holes An anchor bolt is fastened to a hole disposed in the middle.

The second end plate is the same as the configuration of the first end plate.

The length adjusting plate is for inserting in the gap between the base plate and the second end plate, characterized in that the length adjusting plate is connected to the base plate and the second end plate, respectively by the second connecting means.

The second connecting means has a first timber disposed on the lower surface of the boundary between the base plate and the length control plate, the first bolt being engaged with the nut through the hole in the base plate and the hole in the first wood, The throttle plate and the first wood are joined, the second wood is disposed on the lower boundary of the boundary of the second end plate and the length control plate, the second bolt is fastened with the nut through the hole in the second end plate and the hole in the second wood The length adjusting plate and the second wood are coupled by the second nail.

In the slab formwork construction method using the deck according to the present invention is to adjust the length of the deck to fit the span interval, the first end plate and the second end plate of the deck is placed on the first and second formwork, a plurality of decks It is characterized by completing the slab formwork by opening the close contact with each other.

And, the slab formwork construction method using the deck according to the present invention is equipped with a first side deck on the third formwork connecting the first formwork and the second formwork, and the deck in close contact with each other in the third formwork The second formwork is mounted on the fourth formwork while facing the third formwork, and the second side deck is mounted on the fourth formwork, and the decks are opened in the fourth formwork to the third formwork in close contact with each other.

Filler is inserted between the last of the decks installed in the direction of the third formwork in the direction of the fourth formwork and the last of the decks installed in the direction of the third formwork in the form of the fourth formwork. It is characterized by filling.

When the first end plate and the second end plate of the deck are fixed to the first and second formwork, nails are formed through the holes of the first end plate and the second end plate. It is characterized in that it is fixed to the box material of the formwork.

An anchor bolt is attached to the center of a 1st end plate and a 2nd end plate, respectively, It is characterized by the above-mentioned.

When one deck and the neighboring deck is installed in close contact, it is characterized in that to connect the two decks with the first connecting means.

The filler is made of wood, the width is cut to fit the gap between the last deck, and inserted between the last deck, hanging the joskers on the truss girder of the last two decks, two yoke shells orthogonal to the joskers After installing, and seated the filler on the yoke shell, it is characterized in that fixed to the yoke shell with a nail.

As a result, the slab formwork deck according to the present invention and the slab formwork construction method using the same can be mass-produced base plate, the first and second end plate to a certain standard in the factory, the production cost can be lowered, the base plate, The first and second end plates and the truss girder can be assembled and transported for convenient transport and storage, the entire length of the deck can be adjusted to suit each building site, and the support for bearing loads when placing concrete Since it is not required separately, labor cost increase and air delay can be prevented according to the support installation, and decks can be separated and reused after slab forming, and each deck is equipped with anchor bolts. When I remove the anchor bolt, I hold a deck, I untie the nut of the anchor bolt and can remove the deck one by one and am safe, and Broken Mold has the effect of preventing the noise and dust generated during stripping.

1 is a bottom perspective view schematically showing a deck for slab formwork according to the present invention.
Figure 2 is a plan view showing a slab formwork composed of a slab formwork deck according to the present invention.
Figure 3 is a cross-sectional view taken along line AA of Figure 2 is a deck for slab formwork is installed according to the present invention.
Figure 4 shows the base plate of Figure 1, (a) is a plan view, (b) is a side view, (c) is a bottom view.
5 is a cross-sectional view taken along line BB of FIG. 2 showing a state in which two base plates are connected by connecting means.
6 shows a first end plate, (a) is a plan view, (b) is a side view, and (c) is a bottom view.
FIG. 7 is a cross-sectional view taken along line CC of FIG. 2 showing an example in which the length adjusting plate is connected to the base plate and the second end plate by the second connecting means.
8 is a bottom perspective view of the side deck.
9 is a cross-sectional view taken along line DD of FIG. 2 showing a structure in which a pillar is connected to a deck.

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

1, in the slab formwork deck 1 according to the present invention, the base plate 10 is disposed between the first end plate 20 and the second end plate 30, and the base plate 10 and The length adjusting plate 40 is disposed between the second end plates 30, and the truss is disposed on the lower surfaces of the base plate 10, the first end plate 20, the second end plate 30, and the length adjusting plate 40. As the girder 50 is fixed by the bracket 55, the truss girder 50 simultaneously supports the base plate 10, the first end plate 20, the second end plate 30, and the length adjusting plate 40. Done.

The slab formwork deck 1 according to the present invention configured as described above can be installed as shown in Figs.

Here, Figure 2 is a plan view showing a slab formwork composed of a deck according to the present invention, Figure 3 is a cross-sectional view taken along the line A-A of Figure 2 showing a state in which the deck according to the present invention mounted on the beam mold.

Between the base plate 10 and the second end plate 30 according to the span interval S1 so that the first end plate 20 and the second end plate 30 can be caught in the beam formwork 60, 65, respectively. By adjusting the interval (S2) of the, the overall length (L) of the deck (1) is adjusted to match the span interval (S1). Then, the length adjusting plate 40 is inserted into the gap S2 between the base plate 10 and the second end plate 30, and the length adjusting plate 40 is connected to the base plate 10 with the connecting means 45. 2 end plates 30, respectively.

Thereafter, the first end plate 20 and the second end plate 30 are fastened to the formwork 60, 65, respectively, and the first end plate 20 and the second end plate ( 30) to the beam formwork (60, 65) respectively.

Thus, the deck can be made by installing any one deck, the deck is in close contact with the deck and the neighboring deck is installed to make the slab formwork.

At this time, since the length adjustment plate 40 is supported by the truss girder 50 supporting the base plate 10, the first end plate 20 and the second end plate 30, concrete pouring for slab molding At the same time, it can withstand the load of the concrete and does not require a separate support for supporting the deck.

For reference, span means between beam and beam or between pillar and column.

The slab formwork deck according to the present invention configured and installed as described above can mass-produce the base plate 10, the first and second end plates 20, 30 to a certain standard in the factory, lowering the production cost , Base plate 10, first and second end plates 20, 30 and truss girder 50 can be assembled and transported and stored, which is convenient to transport and store, and the entire deck is suitable for each construction site. The length can be adjusted, and the support for supporting the load when placing concrete is not required separately, there is an advantage that can be separated and reused after slab forming.

The components of the slab formwork deck according to the present invention as described above will be described in detail with reference to the accompanying drawings.

Referring to FIG. 4, the base plate 10 is formed by injection molding a synthetic resin in a rectangular shape, and a reinforcing bar 11 having a lattice shape is formed on a lower surface thereof, and a plurality of holes 12, 13, and 14 are formed. do.

The synthetic resin may be any one of reinforced PVC (reinforced polyvinyl chloride) or plastic impregnated with glass fibers.

The holes 12, 13 and 14 are each formed with grooves for accommodating the bolt heads.

The hole in reference numeral 12 is for fitting nails or bolts when connecting the base plate and base plate, and the reference numeral 13 is for fitting the bolts for brackets to fix the truss girder to the base plate. When connecting the base plate, it is intended to insert the bolt.

As shown in FIG. 2, when the slab formwork deck 1 according to the present invention is opened to make a slab formwork, as shown in FIG. 5, the base plate 10 may be one of the base plate 10a. The neighboring base plate 10b is connected by the first connecting means 70 to prevent the height of arrangement of the base plate 10a and the neighboring base plate 10b from becoming inconsistent.

The first connecting means 70 is a wood 71 through the hole 12 of any one base plate 10a and the wood 71 is disposed on the lower surface of the boundary where the two base plates 10a, 10b abut each other. Nail 72 to be fixed to the bolt), bolts 73 and nuts 74 fastened through the holes 12 of the adjacent base plate 10b and the bolt holes of the wood 71.

Referring to FIG. 6, the first end plate 20 is formed by injection molding a synthetic resin, and a steel reinforcement material having a “c” shape is inserted by insert injection molding, and a lattice reinforcement bar ( 22 is formed, a plurality of holes 23 are formed, and the anchor bolt 25 is fastened to a hole disposed in the middle of the holes 23.

The synthetic resin may be any one of reinforced PVC (reinforced polyvinyl chloride) or plastic impregnated with glass fibers.

Since the first end plate 20 configured as described above receives a greater stress than the base plate 10 when concrete is cast for slab molding, the steel reinforcement 20 is inserted.

The second end plate 30 is the same as the configuration of the first end plate 20.

The length adjusting plate 40 is to be inserted into the gap (S2) between the base plate 10 and the second end plate 30, the length adjusting plate 40 by the second connecting means 80 is the base plate ( 10) and the second end plate 30, respectively.

Referring to FIG. 7, in the second connecting means 80, the first wood 81 is disposed on the lower surface of the boundary between the base plate 10 and the length control plate 40, and the first bolt 82 is the base plate. The nut 83 is fastened to the nut 83 through the hole of the first wood 81 and the hole of the first wood 81, and the length adjusting plate 40 and the first wood 81 are joined by the first nail 84, and the second The timber 85 is disposed at the lower boundary of the boundary between the second end plate 30 and the length adjustment plate 40, and the second bolt 86 is disposed in the hole of the second end plate 30 and the second timber 85. The nut 87 is fastened through the hole, and the length adjusting plate 40 and the second wood 85 are coupled by the second nail 88.

2 and 3, the slab formwork construction method according to the invention using the slab formwork deck according to the present invention as described above to adjust the length (L) of the deck (1) to fit the span spacing (S1) 3, the first end plate 20 and the second end plate 30 of the deck 1 are hung on the first mold 60 and the second mold 65, and in FIG. 3. As shown, the slab formwork is completed by opening multiple decks in close contact with each other.

At this time, as shown in FIG. 2, the first side deck 1a is mounted on the third formwork 63 connecting the first formwork 60 and the second formwork 65, and the deck 1 ) In the direction of the fourth formwork (67) facing the third formwork 63 to the third formwork (63) to be in close contact with each other, while the second side deck (to the fourth formwork 67) 1b) and the decks are opened in the direction from the fourth formwork 67 to the third formwork 63 in close contact with each other.

And, the deck installed in the direction of the third deck 63 in the last deck (1c) and the fourth formwork (67) of the decks installed in the direction of the fourth formwork from the third formwork (63) The filler 90 is inserted between the last decks 1d among them to fill between the two last decks 1c and 1d.

Ideally, the decks installed in the direction of the third deck 63 from the last deck (1c) and the fourth formwork (67) of the decks installed in the direction of the third formwork 63 to the fourth formwork (67) Most preferably, the last deck 1d is in close contact with each other. However, since the deck width is already determined as a ready-made product, and the width of the slab is different for each building to be built, it is common for the two last decks not to be in close contact with each other, and between the two last decks 1c and 1d. Filler 90 is inserted to fill the gap between the decks.

Referring to Figure 3, the slab formwork construction method according to the present invention, the first end plate 20 and the second end plate 30 of the deck 1, the first formwork 60 and the second formwork 65 ), The nail 70 is driven into the corner members of the first mold 60 and the second mold 65 through the holes of the first end plate 20 and the second end plate 30. Fix it.

Moreover, the anchor bolt 25 is attached to the center of the 1st end plate 20 and the 2nd end plate 30, respectively.

After the slab is completed, when removing the slab formwork, the anchor bolt 25 buried in the slab secures its own deck, there is an advantage that can be removed one by one by loosening the nut of the anchor bolt 25, one by one .

In the slab formwork construction method according to the present invention, when one deck and the neighboring deck is installed in close contact, as shown in Figure 5, connecting the two decks by the first connecting means (70).

The configuration of the first connecting means 70 has already been described above with reference to FIG. 5, and the two deck heights are coincident without misalignment by the first connecting means.

Referring to FIG. 8, the first side deck 1 is identical to the slab formwork deck according to the present invention described with reference to FIG. 1 except that only one truss girder 50 is mounted.

The first side deck (1a) is a portion in which the truss girder is not mounted, is seated in the third formwork 63, as shown in Figure 2, the nail is driven through the hole in the square of the third formwork do.

The second side deck 1b is identical to the first side deck 1a.

9, the filler 90 is made of wood, and the width W is cut to fit the gap between the last decks 1c and 1d and inserted between the last decks 1c and 1d. Hang the lumber lumber 91 on the truss girder 50 of the last deck 1c, 1d, install two yoke lumber 92 orthogonal to the lumber lumber 92, and fill the yoke lumber 92 above After seating, it is fixed to the yoke lumber 90 with a nail (not shown).

The slab formwork construction method according to the present invention as described above does not require a support for supporting the deck, it is possible to prevent the increase in labor costs and air delay due to the installation of the support, each deck is equipped with an anchor bolt, after slab forming When removing the formwork from the slab, the anchor bolt is holding the deck, so the nut of the anchor bolt can be loosened and the deck can be removed one by one, which is safe and prevents the noise and dust generated when demolishing the slab formwork. There is this.

10: base plate 20: first end plate
30: second end plate 40: length control plate
50: Truss Girder

Claims (15)

The base plate 10 is disposed between the first end plate 20 and the second end plate 30, and the length adjusting plate 40 is disposed between the base plate 10 and the second end plate 30, The truss girder 50 is fixed to the lower surfaces of the base plate 10, the first end plate 20, the second end plate 30, and the length adjusting plate 40 by the bracket 55, thereby making the truss girder 50. ) Deck slab formwork, characterized in that to support the base plate 10, the first end plate 20, the second end plate 30 and the length adjustment plate 40 at the same time.
The method of claim 1,
The base plate 10 is formed by injection molding a synthetic resin in a rectangular shape, a slab characterized in that the lattice reinforcement (11) is formed on the bottom surface, a plurality of holes (12, 13, 14) is formed. Formwork deck.
The method of claim 2,
The synthetic resin deck slab, characterized in that any one of plastic reinforced PVC (reinforced polyvinyl chloride) or glass fiber impregnated.
The method of claim 1,
The base plate 10 is a slab formwork deck, characterized in that any one of the base plate (10a) and the adjacent base plate (10b) is connected by the first connecting means (70).
The method of claim 4, wherein
The first connecting means 70 is a wood 71 through the hole 12 of any one base plate 10a and the wood 71 is disposed on the lower surface of the boundary where the two base plates 10a, 10b abut each other. Nail 72 to be fixed to the bolt, and bolts 73 and nuts 74 fastened through the holes 12 of the adjacent base plate 10b and the bolt holes of the wood 71. Slab formwork deck.
The method of claim 1,
The first end plate 20 is a synthetic resin injection molding, the "c" shaped steel reinforcement 20 is inserted by the insert injection molding method, the grid-shaped reinforcement 22 is formed on the lower surface, A plurality of holes (23) is formed, the slab formwork deck, characterized in that the anchor bolt (25) is fastened to the hole disposed in the middle of the holes (23).
The method of claim 1,
The length adjusting plate 40 is to be inserted into the gap (S2) between the base plate 10 and the second end plate 30, the length adjusting plate 40 by the second connecting means 80 is the base plate ( 10) and the slab formwork deck, characterized in that connected to each of the second end plate (30).
The method of claim 7, wherein
The second connecting means 80 is the first wood 81 is disposed on the lower surface of the boundary between the base plate 10 and the length control plate 40, the first bolt 82 is the hole of the base plate 10 and The nut 83 is fastened through the hole of the first wood 81, the length adjusting plate 40 and the first wood 81 are coupled by the first nail 84, and the second wood 85 is made of wood. 2, the second bolt 86 is disposed through the hole of the second end plate 30 and the hole of the second wood 85, the nut 87 And slab, the slab formwork deck is characterized in that the length adjustment plate 40 and the second wood (85) is coupled by a second nail (88).
The length L of the deck 1 is adjusted according to the span spacing S1, and the first end plate 20 and the second end plate 30 of the deck 1 are made of the first boring die 60 and the first. 2 A slab formwork construction method using a deck, characterized in that the slab formwork is completed by hanging a plurality of decks in close contact with each other.
The method of claim 9,
The first side deck 1a is mounted on the third formwork 63 connecting the first formwork 60 and the second formwork 65, and the decks 1 are closely contacted with each other. The second side deck 1b is mounted on the fourth side die 67 while the second side deck 1b is opened in the direction of the fourth side die 67 facing the third side die 63 at 63. The slab formwork construction method using the deck, characterized in that the opening to the fourth formwork (67) in the direction of the third formwork (63).
11. The method of claim 10,
Of the decks installed in the direction of the third formwork 63 in the direction of the fourth formwork (67) Of the decks installed in the direction of the last deck (1c) and the fourth formwork (67) in the third formwork (63) A slab formwork construction method using a deck, characterized in that the filler (90) is inserted between the last deck (1d) to fill between the two last deck (1c, 1d).
The method of claim 9,
When the first end plate 20 and the second end plate 30 of the deck 1 are fixed to the first mold 60 and the second mold 65, the first end plate 20 and A slab formwork construction method using a deck characterized in that the nail 70 is driven into the corners of the first formwork 60 and the second formwork 65 through holes in the second end plate 30.
The method of claim 12,
A slab formwork construction method using a deck, characterized in that the anchor bolt (25) is mounted in the center of the first end plate (20) and the second end plate (30), respectively.
The method of claim 9,
Slab formwork construction method using the deck, characterized in that when connecting one deck and the adjacent deck close to each other, the first connection means (70) to connect the two decks.
The method of claim 11,
The filler 90 is a wood board, the width (W) is cut in accordance with the gap between the last deck (1c, 1d), and inserted between the last deck (1c, 1d), two last deck (1c, 1d) hang the long beam lumber 91 on the truss girder 50, install two yoke lumber 92 orthogonal to the long beam lumber 92, and set the filler on the yoke lumber 92, Slab formwork construction method using the deck, characterized in that fixed to the yoke angle material (90).
KR1020100128212A 2010-12-15 2010-12-15 Deck of slab form and method for constructing a slab form by using thereof KR20120066878A (en)

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Application Number Priority Date Filing Date Title
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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101303955B1 (en) * 2013-03-04 2013-09-05 김생기 Variable slab deck form
CN105464267A (en) * 2015-12-31 2016-04-06 上海欧本钢结构有限公司 Combination formwork composed of steel bar trusses and bottom die
KR20160141506A (en) * 2015-06-01 2016-12-09 삼광선재 주식회사 Repeated utilizable stripping deck
KR20180117870A (en) * 2017-04-20 2018-10-30 삼광선재 주식회사 Method for constructing slab concrete form to reduce the stripping time

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101303955B1 (en) * 2013-03-04 2013-09-05 김생기 Variable slab deck form
KR20160141506A (en) * 2015-06-01 2016-12-09 삼광선재 주식회사 Repeated utilizable stripping deck
CN105464267A (en) * 2015-12-31 2016-04-06 上海欧本钢结构有限公司 Combination formwork composed of steel bar trusses and bottom die
KR20180117870A (en) * 2017-04-20 2018-10-30 삼광선재 주식회사 Method for constructing slab concrete form to reduce the stripping time

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