JP2922341B2 - Bending free formwork - Google Patents
Bending free formworkInfo
- Publication number
- JP2922341B2 JP2922341B2 JP22970391A JP22970391A JP2922341B2 JP 2922341 B2 JP2922341 B2 JP 2922341B2 JP 22970391 A JP22970391 A JP 22970391A JP 22970391 A JP22970391 A JP 22970391A JP 2922341 B2 JP2922341 B2 JP 2922341B2
- Authority
- JP
- Japan
- Prior art keywords
- formwork
- horizontal
- vertical
- crosspiece
- bendable
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 238000009415 formwork Methods 0.000 title claims description 39
- 238000005452 bending Methods 0.000 title claims description 13
- 239000004570 mortar (masonry) Substances 0.000 description 12
- 239000002184 metal Substances 0.000 description 6
- 238000005520 cutting process Methods 0.000 description 5
- 230000003014 reinforcing effect Effects 0.000 description 5
- 125000006850 spacer group Chemical group 0.000 description 5
- 239000007769 metal material Substances 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 238000005507 spraying Methods 0.000 description 4
- 239000007921 spray Substances 0.000 description 3
- 238000009432 framing Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000000717 retained effect Effects 0.000 description 1
- 239000013585 weight reducing agent Substances 0.000 description 1
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Description
【0001】[0001]
【産業上の利用分野】この発明は、法面の安定保護工法
の一種である現場吹付け法枠工法に用いられる型枠に関
するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a formwork used in an on-site spraying method which is a kind of a method for stably protecting a slope.
【0002】[0002]
【従来の技術】法面の安定保護工法における現場吹付け
工法では、金網や板製の型枠を法面の上に格子状に組み
立て、その型枠間にモルタル、コンクリート等を吹き付
けて法枠を構築している。2. Description of the Related Art In the on-site spraying method in a method for stably protecting a slope, a wire mesh or plate formwork is assembled in a grid on the slope, and mortar, concrete, or the like is sprayed between the formwork. Is building.
【0003】この場合、型枠が打設したモルタル等の荷
重で撓み変形しないように、型枠を厚くしたり、型枠に
補強用の板などを取り付けたりしている。また型枠を支
持するスペーサーの取付け本数を増やすなどの対策も講
じられている。[0003] In this case, the form is thickened or a reinforcing plate or the like is attached to the form so that the form is not bent and deformed by the load of the mortar or the like that is cast. Measures have also been taken, such as increasing the number of spacers that support the formwork.
【0004】[0004]
【発明が解決しようとする課題】このような変形防止手
段よる場合の課題は、型枠が重くなること、コストが上
昇すること、施工性にも難点が生じて作業能率が悪くな
ることである。Problems to be solved by such a deformation preventing means are that the formwork is heavy, the cost is increased, and the work efficiency is deteriorated due to the difficulty in workability. .
【0005】またこれまでの型枠は、構築される法枠の
規格に従い、格子状に或は法面の形状に従って配置され
た鉄筋に沿って組み立てられるが、型枠を現場に合わせ
て切断して加工することが多く、その加工に手間取って
枠組み作業が予定通り行えないことがある。[0005] Further, the conventional formwork is assembled along a reinforcing bar arranged in a grid or in accordance with the shape of the slope in accordance with the standard of the formwork to be constructed. In many cases, it takes time to perform the processing and the framework work cannot be performed as planned.
【0006】この発明は上記従来の課題を解決するため
に考えられたものであって、その目的は、必要最小限の
材料を用いて効率的な型枠、即ち、軽量でしかもモルタ
ル等の重みで撓むことのない曲げ強度の大きい金属製の
法枠用型枠を提供することにある。The present invention was conceived in order to solve the above-mentioned conventional problems, and an object of the present invention is to provide an efficient mold using minimum necessary materials, that is, a lightweight and lightweight mortar or the like. An object of the present invention is to provide a metal frame for a legal frame having a large bending strength without bending.
【0007】またこの発明の他の目的は、予め設けた折
曲部により現場で自由な形に組み立てることができ、先
組み法及び後組み法の何れの施工法にも適合し、現場で
の切断加工作業が少なく、施工性に優れるばかりか、折
り畳んだ状態で搬送ができる金属製の法枠用型枠を提供
することにある。Another object of the present invention is to be able to assemble in a free form on site by means of a bent portion provided in advance, to conform to both the pre-assembly method and the post-assembly method, An object of the present invention is to provide a metal legal formwork that can be transported in a folded state, in addition to having a small number of cutting operations and excellent workability.
【0008】上記目的によるこの発明は、断面形状をU
状またはV状に成形した所要長さの金属素材を、部分的
に折曲可能に形成して所要個所に折曲部を有する横桟材
となし、その横桟材の複数本を所要間隔を空けて縦方向
に上記折曲部を同位置にして並列に配し、かつ横桟材を
縦桟材により互いに連結して、同位置の各折曲部による
折曲部から折曲可能な横長の格子状型枠に構成してな
る、というものである。According to the present invention having the above object, the sectional shape is U
A metal material having a required length formed in a V-shape or a V-shape is formed into a partially bendable cross beam having a bent portion at a required position, and a plurality of the cross beams are formed at required intervals. Leave the bent portions in the same position in the vertical direction and arrange them in parallel, and connect the horizontal rails to each other with the vertical rails so that the horizontal length that can be bent from the bent portion by each bent portion at the same position In the form of a lattice-shaped formwork.
【0009】この発明の他の特徴は、複数本の横桟材を
互いに連結する縦桟材を、一部を除いて横桟材に対し可
動自在に設け、横桟材の支持間隔を任意に調整できるこ
とにあり、さらに縦桟材を型枠の内側となる横桟材の開
口縁側に突出して設け、型枠の外側を各横桟材の閉鎖側
縁によりフラットに形成してなること等にある。Another feature of the present invention is that a vertical bar connecting a plurality of horizontal rails to each other is provided movably with respect to the horizontal rail except for a part thereof, and the support interval of the horizontal rail is arbitrarily set. It can be adjusted, and furthermore, the vertical cross member is provided so as to protrude from the opening edge side of the horizontal cross member inside the formwork, and the outside of the form is formed flat by the closed side edge of each horizontal cross member. is there.
【0010】[0010]
【作 用】上記構成では、横桟材の断面形状がU状等に
形成されて、内部が空の状態にあることから、金属製で
ありながら軽量であり、また2次断面係数が大きいので
側方に対する曲げ剛性が大きく、縦方向の剛性も所定間
隔ごとの縦桟材により維持されるので。吹付けモルタル
等の荷重に充分に耐える。[Operation] In the above configuration, since the cross-section of the crosspiece is formed in a U-shape or the like and the interior is empty, it is lightweight while being made of metal and has a large secondary section modulus. The bending stiffness to the side is large, and the stiffness in the vertical direction is maintained by the vertical bars at predetermined intervals. Sufficiently withstands loads such as spray mortar.
【0011】また開口側縁を内側として用いられること
から、各横桟材内にまでモルタルが入り込み、横桟材と
吹付けモルタル等との結び付きが一層緊密となる。Further, since the opening side edge is used as the inner side, the mortar enters into each cross beam, and the connection between the cross beam and the spray mortar or the like becomes more tight.
【0012】更にまた、縦桟材を横にずらせて支持位置
を任意に変えることができるので、切断により寸法が変
更されても、その寸法に合わせて支持間隔を調整するこ
とができ、折曲部により型枠の側方形状を変更して枠組
みを行うことがでる他、長尺の型枠を扁平に折り畳んで
搬送することもできる。Furthermore, since the supporting position can be arbitrarily changed by shifting the vertical cross member laterally, even if the dimension is changed by cutting, the supporting interval can be adjusted according to the dimension, and the bending can be performed. In addition to changing the lateral shape of the formwork by means of a part, the formwork can be performed, and a long formwork can also be folded flat and transported.
【0013】[0013]
【実施例】図中1は横桟材で、帯状の金属薄板をプレス
加工等により断面形状をU状またはV状に形成した所要
長さの金属素材からなる。この横桟材1の中央部は折曲
部2として板状のまま残されている。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS In the drawings, reference numeral 1 denotes a cross beam, which is made of a metal material having a required length and a U-shaped or V-shaped cross section formed by pressing a strip-shaped thin metal plate. The central portion of the cross beam 1 is left as a bent portion 2 in a plate shape.
【0014】3は金属による縦桟材で、上記横桟材1,
1の開口縁との嵌合口4,4を所定間隔ごとに一側縁に
有する。Reference numeral 3 denotes a vertical bar made of metal.
One side edge is provided with fitting ports 4 and 4 for fitting with one opening edge at predetermined intervals.
【0015】5は上記横桟材1と縦桟材3とをもって構
成した横長の型枠で、下方になるに従い若干間隔を広
げ、また上記折曲部2を同位置にして縦方向に並列に配
した6本の横桟材1,1を、各横桟材1,1の端部から
挿通した内側の7個所の縦桟材3,3により、所定個所
ごとに互いに連結して、同位置の各折曲部2,2による
折曲部6を中央に有する格子状に組み立てある。Reference numeral 5 denotes a horizontally long formwork comprising the horizontal beam 1 and the vertical beam 3, which are slightly widened downward, and the bent portions 2 are arranged in the same position to be parallel in the vertical direction. The arranged six horizontal rails 1, 1 are connected to each other at predetermined locations by inner seven vertical rails 3, 3 inserted from the ends of the horizontal rails 1, 1, and are connected at the same position. Are assembled in a lattice shape having a bent portion 6 formed by the bent portions 2 and 2 at the center.
【0016】このような型枠5は、図1に鎖線にて示す
ように、中央の折曲部6から側方に自由に折曲でき、搬
送の際には扁平に折り畳むことができる。As shown by a chain line in FIG. 1, such a formwork 5 can be freely bent laterally from a central bent portion 6, and can be folded flat when transported.
【0017】また現場に搬入された型枠5は、図2及び
図3に示すように、開口側縁を内側として法面上に並行
に設置され、縦桟材3,3に近接して設けた型枠内のス
ペーサー7により一体的に連結して、外側が各横桟材
1,1の閉鎖側縁によるフラットな法型に組み立てるこ
とができる。As shown in FIGS. 2 and 3, the form 5 carried into the site is installed in parallel on the slope with the opening side edge inside, and provided near the vertical cross members 3, 3. It is possible to assemble into a flat mold with the outer sides of each crosspiece 1, 1 integrally connected by the spacer 7 in the formed frame.
【0018】法面における枠組みの関係から、型枠5の
寸法を調整する場合には、端部の縦桟材3を内方へ切断
寸法だけ移動し、この縦桟材3を案内として横桟材1,
1の余長部を切断することができる。この切断による寸
法の調整後に、縦桟材3,3の移動を一部を除いて行
い、新たな寸法に基づく支持間隔とスペーサー7の位置
調整とを行なうことができる。In order to adjust the dimensions of the formwork 5 from the relationship of the frame on the slope, the vertical crosspiece 3 at the end is moved inward by the cutting dimension, and the vertical crosspiece 3 is used as a guide for the horizontal crosspiece. Lumber 1,
One extra length can be cut. After the adjustment of the dimensions by this cutting, the movement of the vertical crosspieces 3 is removed except for a part, and the support interval and the position of the spacer 7 can be adjusted based on the new dimensions.
【0019】また隣接する型枠相互の接続は、図3に示
すように、隣接する型枠端部の縦桟材3を互いに線材8
などにより結束したり、或は型枠端部に屈曲自在なジョ
イントプレート8を嵌着し、このジョイントプレート8
aを用いて結束したりして行うことができる。As shown in FIG. 3, adjacent forms are connected to each other by connecting the vertical bars 3 at the ends of adjacent forms to each other with a wire 8.
The joint plate 8 can be bound together, or a bendable joint plate 8 can be fitted to the end of the formwork.
or by using a.
【0020】中央に上記折曲部6を有する型枠では、図
4の右側に示すように、中央から折曲して鉄筋9の交差
部分の隅型枠として用いることができる。必要ならば図
4の左側に示すように、折曲した一対の型枠5,5を向
かい合わせて四辺形の囲い型枠に枠組みすることもで
き、更には図5のようにコーナー型枠として利用するこ
ともできる。In the form having the bent portion 6 at the center, as shown on the right side of FIG. 4, the form can be bent from the center and used as a corner form at the intersection of the reinforcing bars 9. If necessary, as shown on the left side of FIG. 4, a pair of bent formwork 5 and 5 can be faced to form a quadrilateral enclosure formwork, and further as a corner formwork as shown in FIG. Can also be used.
【0021】また図6に示すように、折曲部6を2箇所
に設けた型枠5aでは、その2箇所を屈曲することによ
って、三方を囲む型枠を一枚の型枠5aで構成すること
ができ、従って、折曲部6の位置や間隔、数等を予め設
定することによって、上記以外にもL状形、コ状形等の
枠組みを行うことができる。As shown in FIG. 6, in the mold 5a having the bent portions 6 provided at two locations, the molds surrounding the three sides are formed by one mold 5a by bending the two locations. Therefore, by setting the position, interval, number, and the like of the bent portions 6 in advance, a frame such as an L-shape or a U-shape can be performed in addition to the above.
【0022】[0022]
【発明の効果】この発明は上述のように、型枠の横桟材
として、断面形状をU状またはV状に成形した所要長さ
の金属素材を採用し、その金属素材を部分的に折曲可能
に形成して所要個所に折曲部2を有する横桟材1となし
たことから、それが金属製であっても内部が空の状態に
あるので全体として軽量となり、運搬及び枠組み作業に
おいて取扱い易くなる。As described above, the present invention employs a metal material of a required length formed in a U-shaped or V-shaped cross section as a cross beam of a mold, and partially folding the metal material. Since the crosspiece 1 is formed to be bendable and has a bent portion 2 at a required position, even if it is made of metal, the inside is empty, so that the weight is reduced as a whole, and transportation and framing work is performed. It becomes easy to handle.
【0023】また横桟材1の複数本を所要間隔を空けて
縦方向に上記折曲部2,2を同位置にして並列に配し、
かつ横桟材1,1を縦桟材3により互いに連結して、同
位置の各折曲部2,2による折曲部6から折曲可能な横
長の格子状型枠に構成してなることから、側方に対する
曲げ剛性は2次断面係数が大きい横桟材1により、これ
までのものより増大し、縦方向の剛性も縦桟材3により
保持されるので、型枠が軽量であっても吹付けモルタル
等の荷重により撓んで変形するようなことはない。Also, a plurality of the horizontal rails 1 are arranged in parallel with the above-mentioned bent parts 2 and 2 in the vertical direction at a required interval,
Further, the horizontal rails 1 and 1 are connected to each other by the vertical rail 3 so as to form a horizontally long lattice-shaped formwork that can be bent from the bending portion 6 formed by the bending portions 2 and 2 at the same position. Therefore, the bending rigidity to the side is increased by the cross bar 1 having a large secondary section modulus as compared with the conventional cross bar, and the rigidity in the vertical direction is also maintained by the vertical cross bar 3, so that the formwork is lightweight. Also, it does not bend and deform due to the load of the spray mortar or the like.
【0024】また開口側縁側を内側として用いられるこ
とから、各横桟材内にまでモルタルが入り込み、横桟材
と吹付けモルタル等との結び付きが一層緊密となるの
で、吹付けの際の有害なリバンドやエアの排出が隙間か
ら排出される一方、横桟材の間にモルタル等が滞留し易
く、モルタル等の乗りもよくなる。Further, since the opening side edge is used as the inner side, the mortar enters into each cross beam and the connection between the cross beam and the spraying mortar and the like becomes more tight, so that harmfulness at the time of spraying is increased. While the discharge of the re-band and the air is discharged from the gap, the mortar and the like are easily retained between the crosspieces, and the riding of the mortar and the like is improved.
【0025】更にまた、複数本の横桟材を互いに連結す
る縦桟材は、スペーサーの取付け位置及び横桟材の両端
に配設することで足りるので、軽量化とコスト低減とが
図られ、また縦桟材を一部を除いて横桟材に対し可動自
在に設けたことから、横桟材の支持間隔を任意に調整で
き、現場における余長部分の切断により寸法が変更され
ても、その寸法に合わせて支持間隔を調整することがで
きる。Further, the vertical crosspieces for connecting the plurality of horizontal crosspieces to one another are sufficient by disposing them at the mounting positions of the spacers and at both ends of the horizontal crosspieces, so that the weight and cost can be reduced. In addition, since the vertical cross bar is provided movably with respect to the horizontal cross bar except for a part, the support interval of the horizontal cross bar can be adjusted arbitrarily, and even if the dimensions are changed by cutting the extra length at the site, The support interval can be adjusted according to the size.
【0026】しかも縦桟材を型枠の内側となる横桟材の
開口側縁に突出して設け、型枠の外側を各横桟材の閉鎖
側縁によりフラットに形成してなることから、型枠外側
にはみ出したモルタル等のこて仕上げなどがスムーズに
行える。Further, since the vertical crosspiece is provided to protrude from the opening side edge of the horizontal crosspiece inside the formwork, and the outside of the form is formed flat by the closed side edge of each horizontal crosspiece, the mold is formed. Trowel finishing such as mortar protruding outside the frame can be performed smoothly.
【0027】折曲部により長尺の型枠を扁平に折り畳ん
むことができるので、上記軽量化と相俟って搬送が容易
となる。また折曲部により型枠を側方に自由に折曲でき
ることから、交差部分やコーナー部分を一枚の型枠の折
曲部により構成することができ、折曲部を規格寸法ごと
に設けた場合には、型枠端部を接続して規格寸法の囲い
型枠を容易に組み立て得るなど、法面上における型枠の
設定に制限を受けず、屈曲部と寸法の調整とにより、型
枠を配筋状態に応じて自由に設定できるので、枠組みの
作業能率が一段と向上するなどの多くの利点を有する。Since the long mold can be folded flat by the bent portion, the conveyance becomes easy in combination with the above-mentioned weight reduction. In addition, since the form can be freely bent to the side by the bent part, the intersection and the corner part can be constituted by the bent part of one sheet of the form, and the bent part is provided for each standard dimension. In such a case, the setting of the formwork on the slope is not restricted, such as by connecting the formwork end portions to easily assemble the enclosure formwork of the standard size. Can be freely set according to the arrangement of reinforcing bars, so that there are many advantages such as the work efficiency of the framework is further improved.
【図1】この発明に係る折曲自在な法枠用型枠の1実施
例の斜視図である。FIG. 1 is a perspective view of one embodiment of a bendable legal form form according to the present invention.
【図2】この発明に係る法枠用型枠を用いて構成した法
枠の側面図である。FIG. 2 is a side view of a legal frame constructed using the legal form mold according to the present invention.
【図3】同じく法枠の端部平面図である。FIG. 3 is an end plan view of the legal frame.
【図4】法枠の2組の枠組み状態を示す略示平面図であ
る。FIG. 4 is a schematic plan view showing two frame states of a legal frame.
【図5】法枠のコーナー部分の枠組み状態を示す略示平
面図である。FIG. 5 is a schematic plan view showing a frame state of a corner portion of the legal frame.
【図6】法枠の三方を枠組みした状態を示す略示平面図
である。FIG. 6 is a schematic plan view showing a state where three sides of a legal frame are framed.
1 横桟材 2 横桟材の折曲部 3 縦桟材 4 嵌合口 5 型枠 6 型枠の折曲部 7 スペーサー 8 ジョイントプレート 9 鉄筋 DESCRIPTION OF SYMBOLS 1 Horizontal crosspiece 2 Horizontal crosspiece bending part 3 Vertical crosspiece 4 Fitting port 5 Formwork 6 Formwork bending part 7 Spacer 8 Joint plate 9 Reinforcing bar
───────────────────────────────────────────────────── フロントページの続き (72)発明者 毛塚英敏 東京都大田区東雪谷2−34−14 (56)参考文献 実公 昭62−23869(JP,Y2) 実公 昭62−23870(JP,Y2) (58)調査した分野(Int.Cl.6,DB名) E02D 17/20 104 ──────────────────────────────────────────────────続 き Continuing on the front page (72) Inventor Hidetoshi Moezuka 2-34-14 Higashiyukiya, Ota-ku, Tokyo (56) References: Rinko Sho 62-23869 (JP, Y2) Rinko Sho 62-23870 (JP, Y2) (58) Fields surveyed (Int. Cl. 6 , DB name) E02D 17/20 104
Claims (3)
要長さの金属素材を、部分的に折曲可能に形成して所要
個所に折曲部2を有する横桟材1となし、その横桟材1
の複数本を所定間隔を空けて縦方向に上記折曲部2,2
を同位置にして並列に配し、かつ横桟材1,1を縦桟材
3により互いに連結して、同位置の各折曲部2,2によ
る折曲部6から折曲可能な横長の格子状型枠に構成して
なることを特徴とする折曲自在な法枠用型枠。1. A cross beam 1 having a required length formed in a U-shaped or V-shaped cross-section so as to be partially bendable and having a bent portion 2 at a required position. The horizontal beam 1
Are vertically spaced at predetermined intervals.
Are arranged in parallel at the same position, and the horizontal rails 1 and 1 are connected to each other by the vertical rail 3 so as to be able to bend from the bending part 6 by the bending parts 2 and 2 at the same position. A bendable formwork formwork characterized by being configured in a lattice formwork.
を、一部を除いて横桟材に対し可動自在に設け、横桟材
の支持間隔を任意に調整できることを特徴とする請求項
1記載の折曲自在な法枠用型枠。2. A vertical rail connecting a plurality of horizontal rails to each other, except for a part thereof, is provided movably with respect to the horizontal rails, and a support interval of the horizontal rails can be adjusted arbitrarily. A bendable formwork formwork according to claim 1.
を、型枠の内側となる横桟材の開口側縁に突出して設
け、型枠の外側を各横桟材の曲面によりフラットに形成
してなることを特徴とする請求項1または請求項2記載
の折曲自在な法枠用型枠。3. A vertical crosspiece connecting a plurality of horizontal crosspieces to each other is provided so as to protrude from an opening side edge of the horizontal crosspiece inside the formwork, and the outside of the formwork is formed by a curved surface of each horizontal crosspiece. 3. The bendable formwork formwork according to claim 1, wherein the formwork is formed flat.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP22970391A JP2922341B2 (en) | 1991-08-16 | 1991-08-16 | Bending free formwork |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP22970391A JP2922341B2 (en) | 1991-08-16 | 1991-08-16 | Bending free formwork |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH06116961A JPH06116961A (en) | 1994-04-26 |
JP2922341B2 true JP2922341B2 (en) | 1999-07-19 |
Family
ID=16896379
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP22970391A Expired - Fee Related JP2922341B2 (en) | 1991-08-16 | 1991-08-16 | Bending free formwork |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2922341B2 (en) |
-
1991
- 1991-08-16 JP JP22970391A patent/JP2922341B2/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
JPH06116961A (en) | 1994-04-26 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
KR102401463B1 (en) | Assembly type beam mold with a upper plate | |
KR102317808B1 (en) | Steel plate form for RC beams and manufacturing method thereof | |
JP2922341B2 (en) | Bending free formwork | |
JP2004011129A (en) | Connecting structure of channel steel for assembling lattice structure | |
JPH0111890Y2 (en) | ||
KR102658814B1 (en) | Deck plate form for RC beams and manufacturing method thereof | |
JP3878546B2 (en) | Construction method of cross girder integrated concrete slab | |
JP4007757B2 (en) | Panel mounting structure | |
KR102654294B1 (en) | Non-welded steel form with symmetrical reinforcing ribs | |
JP4057946B2 (en) | Formwork and insulation building materials | |
JP3978869B2 (en) | Rebar holding hardware | |
JP5429856B2 (en) | Exterior wall installation method | |
CN214034134U (en) | Horizontal connecting device for connecting wallboards and wallboard assembly | |
KR20020091560A (en) | A working desk assembling framework of gang form for building | |
KR102150222B1 (en) | Truss support and formwork using same | |
JP2019210633A (en) | Deck plate and deck plate fixing metal used for deck plate | |
JP2709155B2 (en) | ALC floor panel mounting method | |
JP2000064595A (en) | Temporary scaffold | |
JP3359272B2 (en) | Welded wire mesh | |
US20030106271A1 (en) | Lintel block and method | |
JP2951900B2 (en) | Floor support structure | |
JPH1161981A (en) | Beam form structure | |
KR200274915Y1 (en) | Support for reinforcing members of constructuring forms | |
KR200418019Y1 (en) | form panel for concrete slab | |
KR0152642B1 (en) | Corner wall form |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
LAPS | Cancellation because of no payment of annual fees |