【発明の詳細な説明】
本発明ｔｊ１ コンクリート型枠の、堰板縁周辺を補強
する、外に、出入隅型枠の、構成方法でもあるが、従来
この種工法には、第１図に示すように、堰板に桟木を釘
付けして、其の桟木に、角度を変へ友、堰板を釘止めし
て居たが、其の状態を図面に従って説明すれば、第１図
は従来の工法であって、出隅型枠は、堰板（１）に、横
木（２）を、釘（３）にて、釘付けして其の桟木（２）
を、堰板（１′）に接近させ、釘（３′）にて、釘止め
して出隅型枠を構成し、又入隅型枠も、出隅型枠と全く
同一工法で、横木を中心にして、堰板＋１）と、堰板（
１′）か、又は、堰板（１）と、堰板（１“）とを、釘
（３）（３’）にて釘止めして、出入隅の、型枠構成を
なして来たが、此の工法を１、作成のときは簡単でよろ
しいが、解体のとき、第２図に示すように、無理が出来
、素材を著るしく損する場合が多かったが、此の発明工
法で目、其の欠点を補ふ意味での発明である。以上の主
旨から、この工法を説明すれば、素材として第３図及び
＠４１ｖｉに示すように、小巾の板（５）の巾さの中心
部に、長さに添って０個の貫通した孔（４）を設け、其
の小巾板（５）を、二枚重ねるように位置させ、其の二
枚の板の中間に、第５図及び筒６図に示すような、中空
円管（６）を挾み、第７図に示すように、小１］板（５
）の孔（４）と中空円管（６）の中心孔と、小巾板（５
′）の孔（４）とを一致させ、其の孔にボールド（７）
を第７図に示すように、差し通（７、桟木部材（５）を
形成させるようになし、もし部材が散乱するのを防ぐ場
合は、第７図に示す部拐（５’）の孔Ｋ、フランヂナッ
ト（８）第９図及び第１０図に示すを、填め込み散乱を
防ぐ事も出来る。[Detailed Description of the Invention] The present invention tj1 is a method of constructing a corner formwork outside of a concrete formwork to reinforce the area around the weir plate edge, but conventionally this type of construction method has been as shown in Fig. 1. As shown in Figure 1, the weir boards were nailed to the weir boards, and the weir boards were nailed to the weir boards at different angles. In this construction method, the projecting corner formwork is made by nailing the crosspieces (2) to the weir board (1) with nails (3).
is brought close to the weir board (1') and fixed with nails (3') to form the corner formwork. Center on the weir plate +1) and the weir plate (
1') or the weir board (1) and the weir board (1") were nailed together with nails (3) (3') to form a formwork structure at the entry/exit corner. However, this construction method (1) was easy and good at the time of construction, but when dismantling, as shown in Figure 2, there were many cases where it was difficult and the material was severely damaged, but with this invented construction method, This invention is intended to compensate for the shortcomings of the material.Based on the above-mentioned gist, this construction method can be explained by using the width of the narrow board (5) as shown in Figure 3 and @41vi as the material. Zero through holes (4) are provided along the length in the center of the plate, two narrow plates (5) are placed so as to overlap, and a second plate is placed in the middle of the two plates. Hold the hollow circular tube (6) as shown in Figures 5 and 6, and insert the small 1] plate (5) as shown in Figure 7.
) hole (4), the center hole of the hollow circular tube (6), and the width plate (5
’) with the hole (4), and insert the bold (7) into that hole.
As shown in Fig. 7, form a through hole (7) and crosspiece member (5), and if you want to prevent the members from scattering, insert the hole (5') shown in Fig. 7. K. The flange nut (8) shown in Figures 9 and 10 can also be inserted to prevent scattering.
以上説明したように、第１６図に示すような梯子形に組
み立てたねづ材（５）（５’）を支へて居る、ボールド
（７）の先端ネジ部を、第１２図に示すように、堰板（
１）に埋め込んである、フランヂナット（８）にネジ合
せして、締め付けて集成桟木の一部を出入隅の型枠とし
て、構成させた後ち、其の堰板（１）に、直角に交わる
他の堰板（１′）Ｋも、第１３図に示す部材（５“）に
差し通したボールド（７）を、ｉ社紀し７たように堰板
（１′）に埋め込んだ７ランヂナ７）（８）とネジ合せ
して、締め付けるようにすれけ弔１５図又は第１７図の
ように出入隅型枠を構成する事が出来る。第１１図は、
梁側板を中心にし−〔梁底也、スラブ板に、集成桟木を
取り付けだ状態を示す。以上ＩＩＩｄ明したよウに、堰
板（１）に角度を変へて取り付けた、集成桟木を解体す
る場合は 先ず、堰板（１′）に取り付けたボールド（
７′）を、ネジ戻し゛〔、堰板（１′）との縁を切り、
更らに、ボールド（７）をネジ戻しすｊｌげ、堰板（１
）との縁も切れ、其れ等の部材（５）を取り去上ｌば、
堰板（１）のみが残るので、第１９図に示すように、簡
単に堰板（１）を１する拳もなく、取り外す事が出来る
。又、集成桟木も、次の作条に利用出来るはかりでなく
、桟木に利用する板類は小１】故、従来堰板として利用
が出来ないもので、費用を掛けても処理して居なので、
内債となる最も経済的な隻成桟木装置である。As explained above, the threaded end of the bold (7), which supports the wooden pieces (5) (5') assembled in a ladder shape as shown in Fig. 16, is connected as shown in Fig. 12. , weir plate (
After screwing into the flange nut (8) embedded in 1) and tightening it to configure a part of the glulam as a formwork for the entrance/exit corner, screw it into the weir board (1) at right angles. For the other weir plate (1') K that intersects, the bold (7) inserted through the member (5") shown in Fig. It is possible to construct an entry/exit corner formwork as shown in Figure 15 or Figure 17 by screwing together with Landina 7) (8) and tightening it. Figure 11 shows the following:
Centering around the beam side panels, the beams are shown with glulam beams attached to the beam bottoms and slab boards. As explained above, when dismantling the glulam beams attached to the weir board (1) at different angles, first,
7'), unscrew it [, cut the edge with the weir plate (1'),
Furthermore, unscrew the bold (7) and remove the weir plate (1).
) and remove the other parts (5).
Since only the weir plate (1) remains, the weir plate (1) can be easily removed without the need for a fist, as shown in Fig. 19. In addition, laminated timbers are not scales that can be used for the next construction, and the boards used for the timbers cannot be used as conventional weir boards. ,
This is the most economical ship construction pier device.
【図面の簡単な説明】[Brief explanation of the drawing]
第１ 図は 従来の工法を示す堰板に横木を釘・ｆ・
１けし−ＣＣ出入型型枠断面図
第２図は 硝１図にノＪ＜シた型枠を解体する場合の
型枠（こ無理があるかを示す断面図
第３ 図は 小ｄ］の板の中央に孔加−ｆした秋帳を
７Ｉ＜す〜Ｉ １１１１区ｊ第４ 図＃−ｉ 第３図
の公休を１、う正１図第５ 図は 中空円管の１１
！ＩＩｌ ｌ１弟６図は 中位円管の止凹凶
第 ７ 図は 小山の板２枚（ｉ−１ねるようＱこし
て其の２枚の１ｉ１４ｃ中空円管を挾み集成桟木の一部
を示す〜「叩図第８図は ボールドの止１１４ｊ ｌ
蛸第９ 図り フランヂリットの＃ｆ正面図１０図１
フランヂＦ７トの正Ｗ１図第１ｌβ」Ｆｉ 東
側板を中火にしｆｒ梁底とスラブに集成桟木を取り伺け
た状Ｉ／！壬を示す正面図
第１２図曇り 堰板に７ランｆす、トを埋め込んだ状
態をがすＩＩＩＪＩｌ！ＩＩト１
第１３図は 東成桟木部制の−ｔＪの似収小−−ルト
をルしｖｊｓ Ｌ、六状塾を小う、す１圓凶
第１４図は 集成桟木部材の一部であって第７図（（
示す部４４（（直角に交わる位置の部材の断面図
第１５図は 出入隅型枠に集成成木を取り付”ｖｊｔ
ｃ状態を示す断面Ｌパ）
準１６図ｒ１′ 第７図の擾手方向を示す断面図例
、１７図は −依桟木を出入−１１枠に装哲さＷた状
帖をノＪ（）断面図
第１８しｌｉｔ Ｎ１体時の札ての集成桟木ををり
Ｊ、って最後に残９に堰板の状態を示す断面図
−２９・
手 続 補 正 省
Ｉ１８和５７年３月Ａ４日
刊、ｔｆ汀長゛目 殿ｌ 事件の表ろ
く 昭和５６年符許績第１６１０２３−＠、二 兇ψ
（の名称 コンクリート型枠−り堰板袖延集成桟木装
置
３ 補正する者
事件との関係 特許出願人
住 所 東京都太田区上池台２丁目３３〜１４４ 代
理 人 な し
９ ｍ＋Ｅ節令０日付 昭和５７年２り°４′日０
補止の対象 荷許願曹と図面の訂正及明細書訂正７
補止パ内谷 別紙０通り 、−５−一２′特−
′１
明 細 書
発明の名称
コンクリート型枠の堰板補強集成横木装置明細書第２頁
第１４行に堰板（１１とめるを堰板（５）と訂正します
同第２頁第１６行に堰板（１１及堰板（ｌｏ）とめるを
。
堰板（５）及堰板（５°）に訂正します又明細書第３頁
第５行に第１９図とあるを第１８図と訂正しますFigure 1 shows the conventional construction method, in which crossbars are attached to the weir board using nails, f.
Figure 2 is a cross-sectional view of the formwork for entering and exiting the CC type. Autumn book with a hole punched in the center of the board 7I
! IIl l1 younger brother 6 shows the middle round pipe with a recessed part. 7th picture shows two small mountain boards (i-1). Show ~ ``Figure 8 is the bold stop 114j l
Octopus No. 9 Drawing Frangelit #f front view 10 Figure 1
Front view W1 of flange F7 1st lβ'Fi Turn the heat on the east side plate to medium and remove the laminated timbers on the bottom of the beam and the slab I/! Front view showing the bottom Figure 12 Cloudy 7 runs on the weir plate, remove the embedded state IIIJIl! II To 1 Figure 13 shows the -tJ similar collection of the Higashinari zankibe system. Figure 7 ((
The section 44 shown in Fig.
Cross-section L pa showing state c) Semi-16 Figure r1' An example of a cross-sectional view showing the direction of the arm in Figure 7, Figure 17 shows - In and out of the cross-section - 11 frame with a mounting plate W () Cross-sectional view No. 18, lit. Cross-sectional view showing the state of the weir board at the time of N1 construction. Daily newspaper, tf 汀邛目邛目 The appearance of the incident.
(Name of Concrete Formwork - Weir Board Sleeve Extension Glued Crossing Device 3 Relationship with the Amended Person's Case Address of Patent Applicant 2-33-144 Kamiikedai, Ota-ku, Tokyo Agent None 9 m+E Ordinance Date 0 of 1982 2°4' days per year 0
Subject of amendment Correction of license application and drawings and correction of specification 7
Supplementary pa Uchitani Attachment 0 types, -5-12'Special-
'1 Description Name of the invention Weir plate reinforcement laminated crossbar device for concrete formwork Page 2, line 14 of the specification (correct 11 stop to weir plate (5)) Page 2, line 16 Weir plate (11 and weir plate (lo) stop. Corrected to weir plate (5) and weir plate (5°). Also, in page 3, line 5 of the specification, Figure 19 was corrected to Figure 18. To do