JPH03100230A - Coil-shaped mold frame and attitude holding tool - Google Patents
Coil-shaped mold frame and attitude holding toolInfo
- Publication number
- JPH03100230A JPH03100230A JP23719089A JP23719089A JPH03100230A JP H03100230 A JPH03100230 A JP H03100230A JP 23719089 A JP23719089 A JP 23719089A JP 23719089 A JP23719089 A JP 23719089A JP H03100230 A JPH03100230 A JP H03100230A
- Authority
- JP
- Japan
- Prior art keywords
- formwork
- coiled
- posture
- reinforcing bars
- holding tool
- 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.)
- Pending
Links
- 230000002787 reinforcement Effects 0.000 claims abstract description 14
- 238000009415 formwork Methods 0.000 claims description 74
- 230000003014 reinforcing effect Effects 0.000 claims description 21
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 abstract 4
- 238000005452 bending Methods 0.000 abstract 2
- 229910052742 iron Inorganic materials 0.000 abstract 2
- 238000004804 winding Methods 0.000 abstract 2
- 239000011347 resin Substances 0.000 description 3
- 229920005989 resin Polymers 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000032683 aging Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000003365 glass fiber Substances 0.000 description 1
- 230000002452 interceptive effect Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
Abstract
Description
【発明の詳細な説明】
産業上の利用分野
本発明は、法面・人工法面にコンクリート構造物を構築
する際に使用されるコイル状型枠及びその姿勢保持具に
関する。DETAILED DESCRIPTION OF THE INVENTION Field of the Invention The present invention relates to a coiled formwork used for constructing a concrete structure on a slope or an artificial slope, and a posture support for the same.
従来技術及びその課題
法面・人工法面等にコンクリート構造物を構築するに際
しては1通常、先ず、網状体を敷設し、その上に鉄筋を
格子状に組み、鉄筋の上にコンクリートを打設して構造
物が成形される。Conventional technology and its problems When constructing a concrete structure on a slope or artificial slope, 1. Usually, first, a net structure is laid, reinforcing bars are placed on top of it in a lattice pattern, and concrete is poured on top of the reinforcing bars. The structure is then molded.
近年、このような作業にたずされる作業員の高齢化、技
能作業員の不足等の状況下にあって、長尺物である鉄筋
を主に使用しての作業は困難になりつつある。また、鉄
筋の上にコンクリートを打設するだけであるから、景観
を損ない易いという問題もある。In recent years, due to the aging of the workers involved in such work and the shortage of skilled workers, it has become difficult to work mainly with long reinforcing bars. . Furthermore, since concrete is simply placed on top of the reinforcing bars, there is also the problem that the scenery is likely to be spoiled.
課題を解決するための手段 本発明は、fi+螺旋状に巻かれた鉄筋からなり。Means to solve problems The present invention consists of fi + spirally wound reinforcing bars.
長手方向に伸縮自在なコイル状型枠、(2)長手方向に
延びる主筋と、該主筋に固着され前記型枠を把持する把
持腕とを有してなる型枠姿勢保持具、及び(3)複数の
切欠が形成され長手方向に延びる主筋と、前記切欠に嵌
合され前記型枠を把持する把持腕とを有してなる型枠姿
勢保持具により、前記課題を解決したものである。a coiled formwork that is freely expandable and contractable in the longitudinal direction; (2) a formwork posture holder comprising a main reinforcement extending in the longitudinal direction; and a gripping arm that is fixed to the main reinforcement and grips the formwork; and (3) The above-mentioned problem has been solved by a formwork posture holding tool having a main reinforcement having a plurality of notches and extending in the longitudinal direction, and a gripping arm that is fitted into the notches and grips the formwork.
作 用
コイル状型枠は中空であり、例えば、円形に巻かれたも
の、方形に巻かれたもの、三角形に巻かれたもの等があ
る。これらの型枠は、収縮姿勢から伸張姿勢まで、伸縮
自在である。製造工場から作業場へは収縮姿勢で搬入さ
れ、実際に敷設される場所において作業者の手により引
き伸ばされて実際に敷設される。Function The coiled formwork is hollow, and may be, for example, circularly wound, squarely wound, or triangularly wound. These formworks are expandable and retractable from a contracted position to an extended position. It is transported from the manufacturing factory to the workshop in a contracted position, and at the site where it will actually be laid, it is stretched and actually laid by workers.
伸張されたコイル状型枠は、一定の狭い間隔を保持する
ことにより型枠として機能する。すなわち、螺旋状に伸
張した鉄筋が、各々の線の間で型枠内に打設されるコン
クリートの流出を防止し、コンクリート型枠として機能
する。The stretched coiled formwork functions as a formwork by maintaining a constant narrow spacing. That is, the spirally stretched reinforcing bars prevent the concrete placed in the formwork between the respective lines from flowing out, and function as a concrete formwork.
型枠姿勢保持具は、把持腕で所定の間隔で鉄筋を保持す
ることにより、コイル状型枠を螺旋状の形状に維持する
とともに、螺旋の延びる方向を略々直線状に保つ。The formwork posture holding tool maintains the coiled formwork in a spiral shape and keeps the direction in which the spiral extends substantially straight by holding reinforcing bars at predetermined intervals with a gripping arm.
実 施 例 以下、図面を参照して、本発明の詳細な説明する。Example Hereinafter, the present invention will be described in detail with reference to the drawings.
第1図乃至第3図はコイル状型枠の実施例、第4図乃至
第10図は型枠姿勢保持具の実施例、第11図乃至第1
3図はコンクリート構造物の実施例を示している。Figures 1 to 3 are examples of coiled formwork, Figures 4 to 10 are examples of formwork posture holders, and Figures 11 to 1.
Figure 3 shows an example of a concrete structure.
t51図は、方形に巻かれたコイル状型枠10の斜視図
である。このコイル状型枠10は鉄筋11からなり、鉄
筋11が方形に折り曲げられ、且つ、螺旋状に巻かれて
いる。この型枠10は、長手方向に伸縮が自在である。Figure t51 is a perspective view of the rectangular coiled formwork 10. This coiled formwork 10 is made of reinforcing bars 11, which are bent into a rectangular shape and wound spirally. This formwork 10 can be expanded and contracted in the longitudinal direction.
第2図は三角形状に巻かれたコイル状型枠12の斜視図
、そして、第3図は円形に巻かれたコイル状型枠14の
斜視図である。他の構造は、第1図のコイル状型枠10
と同じである。FIG. 2 is a perspective view of the coiled formwork 12 wound into a triangular shape, and FIG. 3 is a perspective view of the coiled formwork 14 wound into a circular shape. Another structure is the coiled formwork 10 in FIG.
is the same as
このようなコイル状型枠10,12,14は、収縮状態
と伸張状態の双方の姿勢をとることができる。運搬は収
縮状態で行い、実際に敷設される法面・人工法面におい
て伸張状態に伸ばされる。Such coiled formworks 10, 12, 14 can assume both a contracted state and an expanded state. It is transported in a contracted state, and then stretched out on the slope or artificial slope where it will actually be laid.
敷設現場では、伸張した状態で長手方向と直角の方向に
も可動であるから、敷設される法面・人工法面に隆起等
がある場合であっても、コイル状型枠はそれ自身で隆起
形状にならうことができる。At the construction site, the coiled formwork can move in the direction perpendicular to the longitudinal direction when stretched, so even if there is a ridge on the slope or artificial slope on which it is being laid, the coiled formwork will not erect the ridge on its own. You can follow the shape.
しかも、コイル状型枠は、−本の鉄筋から成形されてい
るので、複数の鉄筋等を組立る必要がなく施工が簡単で
ある。そして、敷設されたコイル状型枠は、鉄筋がいわ
ばスリン1−を形成し、打設されるコンクリートの流出
を防止する。なお1本発明を限定するものではないが、
前記スリットの間隔は、通常5乃至ioamである。Furthermore, since the coiled formwork is formed from -1 reinforcing bars, it is not necessary to assemble a plurality of reinforcing bars, etc., and construction is simple. In the coiled formwork that has been laid, the reinforcing bars form a so-called sling 1-, which prevents the poured concrete from flowing out. Note that although the present invention is not limited to the following,
The spacing between the slits is typically 5 to ioam.
上記のコイル状型枠を正確に姿勢保持する必要がある場
合には、次に説明する型枠姿勢保持具が有用である。When it is necessary to accurately maintain the posture of the coiled formwork described above, the formwork posture holding tool described below is useful.
第4図及び第5図は、その型枠姿勢保持具の1例である
。この型枠姿勢保持具20は、長手方向に延びる平板状
の主筋22と、鉄筋11を把持する把持腕24とを有し
てなる。FIG. 4 and FIG. 5 are examples of the formwork posture holding tool. The formwork posture holder 20 includes a flat plate-shaped main bar 22 extending in the longitudinal direction and a gripping arm 24 that grips the reinforcing bar 11.
把持腕24は、主筋22の平坦面23にビス等で固着さ
れ、長手方向と直角の方向に開口26を有する。開口2
6は弾性によって前述のコイル状型枠10の鉄筋11を
把持するようになっている。The gripping arm 24 is fixed to the flat surface 23 of the main reinforcement 22 with screws or the like, and has an opening 26 in a direction perpendicular to the longitudinal direction. opening 2
6 grips the reinforcing bars 11 of the coiled formwork 10 by elasticity.
そのため、把持腕24の材質は樹脂製であることが望ま
しい。また、運搬の便宜のため主筋22も樹脂製である
ことが望ましい。さらに、樹脂の中にガラス繊維を含有
させることにより、これらの強度を高め、コイル状型枠
10の姿勢を螺旋状に保持する機能を高めることもでき
る。Therefore, it is desirable that the material of the gripping arm 24 is made of resin. Further, for convenience of transportation, it is desirable that the main reinforcement 22 is also made of resin. Furthermore, by incorporating glass fibers into the resin, their strength can be increased, and the function of maintaining the coiled formwork 10 in a helical manner can also be improved.
次に、第6図は、前述の把持腕の取付は構造を変形した
型枠姿勢保持具30である。この把持腕34は、主筋3
2の中に端部が埋設された構造である。Next, FIG. 6 shows a formwork posture holding tool 30 with a modified structure for attaching the above-mentioned gripping arms. This gripping arm 34
It has a structure in which the end portion is buried inside the 2.
次に、第7図及び第8図は、第4図の型枠姿勢保持具の
変形例である。すなおち、鉄筋を主筋42として適用し
た構造の型枠姿勢保持具40である。他の構成は第4図
のものと同じである。Next, FIGS. 7 and 8 show modified examples of the formwork posture holder shown in FIG. 4. In other words, this is a formwork posture holding tool 40 having a structure in which reinforcing bars are used as the main reinforcements 42. The other configurations are the same as those in FIG.
次に、第9図、第10図は、他の型枠姿勢保持具50を
示している。この型枠姿勢保持具50においては、主筋
52と把持腕54は別の部材から構成される。主筋52
には、長手方向に間隔をおいて複数の切欠53が形成さ
れている。把持腕54はこの切欠53に嵌め込まれるよ
うになっている。この構成の型枠姿勢保持具50では、
コイル状型枠の姿勢を整えたい部分にのみ選択して把持
腕54を存在させることができる。Next, FIGS. 9 and 10 show another formwork posture holding tool 50. In this formwork posture holder 50, the main reinforcing bars 52 and the gripping arms 54 are constructed from different members. Main reinforcement 52
A plurality of notches 53 are formed at intervals in the longitudinal direction. The gripping arm 54 is fitted into this notch 53. In the formwork posture holding tool 50 having this configuration,
The gripping arm 54 can be selectively present only in the portion where the posture of the coiled formwork is desired to be adjusted.
第11図は、以上に説明したコイル状型枠と型枠姿勢保
持具とを組立てた状態を示している。コイル状型枠は第
1図のもの、型枠姿勢保持具は第4図のものを使用して
いる。しかし、これらに限定されるものではなく、他の
コイル状型枠や他の型枠姿勢保持具を使用することがで
きることはいうまでもない。FIG. 11 shows a state in which the above-described coiled formwork and formwork posture holder are assembled. The coiled formwork shown in Fig. 1 and the formwork posture holder shown in Fig. 4 are used. However, it goes without saying that the present invention is not limited to these, and that other coiled molds and other mold posture retainers can be used.
図示されるように、把持腕24はコイル状型枠10の鉄
筋11を把持している。この時、把持腕24を固定した
主筋22は、コイル状型枠1oを直線状に維持するとと
もに、上部において直線状の縁を形成する。第12図は
、コンクリートを打設したコンクリート構造物造物60
を示し、主筋22はコンクリート構造物60の外形の基
準となる。As illustrated, the gripping arm 24 grips the reinforcing bar 11 of the coiled formwork 10. At this time, the main reinforcing bars 22 to which the gripping arms 24 are fixed maintain the coiled formwork 1o in a straight line and form a straight edge at the upper part. Figure 12 shows a concrete structure 60 where concrete is poured.
The main reinforcing bars 22 serve as a reference for the external shape of the concrete structure 60.
このように、主筋22は、コンクリート構造物60の上
辺と側辺を整える機能を発揮する。In this way, the main reinforcing bars 22 function to trim the top and side edges of the concrete structure 60.
なお、第11図に戻るが、コイル状型枠10の内部に、
直線状の鉄筋18をコンクリート打設前に配置して姿勢
を整えるようにしてもよい。Note that returning to FIG. 11, inside the coiled formwork 10,
Straight reinforcing bars 18 may be placed before concrete placement to adjust the posture.
第13図は、このようにして構築されたコンクリート構
造物60の全体を示している。コンクリート構造物60
は、縦と横の交差点64において。FIG. 13 shows the entire concrete structure 60 constructed in this manner. Concrete structure 60
is at the vertical and horizontal intersection 64.
コンクリート構造物同士を干渉させずに配置することが
できる。すなわち、従来では、いずれか−方のコンクリ
ート構造物の途切れを余儀なくされていたのであるが、
本発明のコンクリート構造物60によれば、縦横とも連
続してコイル状型枠10 (12,14)を配置するこ
とができるので、強度の高いコンクリート構造物を構築
することができる。Concrete structures can be placed without interfering with each other. In other words, in the past, one of the concrete structures had to be cut off, but
According to the concrete structure 60 of the present invention, since the coiled formwork 10 (12, 14) can be arranged continuously both vertically and horizontally, a concrete structure with high strength can be constructed.
発 明 の 効 果 本発明は以上の構成であるから、次の効果を奏する。Effect of the invention Since the present invention has the above configuration, it has the following effects.
(1)請求項1記載のコイル状型枠は、運搬が容易であ
り、従来の網目状の型枠が不要で、法面・人工法面の隆
起に沿って敷設することができる。(1) The coiled formwork according to claim 1 is easy to transport, does not require the conventional mesh formwork, and can be laid along the ridges of slopes and artificial slopes.
(2)請求項2記載の型枠姿勢保持具は、前述のコイル
状型枠を略々直線状に維持することができるとともに、
コンクリート構造物としての外形状の輪郭を定めて景観
の良好な構造物を得ることができる。(2) The formwork posture holder according to claim 2 is capable of maintaining the above-mentioned coiled formwork in a substantially straight shape, and
By determining the outline of the external shape of a concrete structure, a structure with good scenery can be obtained.
(3)請求項3記載の型枠姿勢保持具は、コイル状型枠
の把持を必要とする位置が自由で設定できるから、型枠
の組立が容易になる。(3) In the formwork posture holder according to claim 3, the position at which the coiled formwork needs to be held can be set freely, so that the formwork can be easily assembled.
第1図はコイル状型枠の斜視図、第2図は他のコイル状
型枠の斜視図、第3図はさらに他のコイル状型枠の斜視
図、第4図は型枠姿勢保持具の全体斜視図、第5図は第
4図の型枠姿勢保持具の部分拡大図、第6図は他の型枠
姿勢保持具の拡大斜視図、第7図は他の型枠姿勢保持具
の斜視図、第8図は第7図の型枠姿勢保持具の部分拡大
図、第9図はさらに他の型枠姿勢保持具の分解斜視図、
第10図は第9図の型枠姿勢保持具の新面図、第11図
は第1図のコイル状型枠と第4図の型枠姿勢保持具を組
立てたときの正面図、第12図はコンクリート構造物の
新面図、第13図はコンクリート構造物の全体平面図で
ある(但しコイルの隣り合う線の間の間隔は誇張して示
されている。)。
11 ・
20゜
22゜
24゜
60 ・
・・鉄筋
30.40,50・・・型枠姿勢保持具32.42.5
2・・・主筋
34.44,54・・・把持腕
・・コンクリート構造物
10.12.14・・・コイル状型枠
第11図Fig. 1 is a perspective view of a coiled formwork, Fig. 2 is a perspective view of another coiled formwork, Fig. 3 is a perspective view of yet another coiled formwork, and Fig. 4 is a formwork posture holding device. FIG. 5 is a partial enlarged view of the formwork posture holding device shown in FIG. 4, FIG. 6 is an enlarged perspective view of another formwork posture holding device, and FIG. 7 is another formwork posture holding device. , FIG. 8 is a partially enlarged view of the formwork posture holder shown in FIG. 7, and FIG. 9 is an exploded perspective view of another formwork posture holder,
Fig. 10 is a new view of the formwork posture holding device shown in Fig. 9, Fig. 11 is a front view when the coiled formwork shown in Fig. 1 and the formwork posture holding device shown in Fig. 4 are assembled, and Fig. 12 The figure is a new view of the concrete structure, and FIG. 13 is an overall plan view of the concrete structure (however, the spacing between adjacent lines of coils is exaggerated). 11 ・ 20゜22゜24゜60 ...Reinforcement bar 30.40,50...Formwork posture holder 32.42.5
2... Main reinforcement 34. 44, 54... Gripping arm... Concrete structure 10.12.14... Coiled formwork Fig. 11
Claims (3)
自在なコイル状型枠。(1) A coiled formwork made of spirally wound reinforcing bars that can be expanded and contracted in the longitudinal direction.
項1記載の型枠を把持する把持腕とを有してなる型枠姿
勢保持具。(2) A formwork posture holding device comprising a main reinforcement extending in the longitudinal direction and a gripping arm fixed to the main reinforcement and gripping the formwork according to claim 1.
前記切欠に嵌合され請求項1記載の型枠を把持する把持
腕とを有してなる型枠姿勢保持具。(3) A main reinforcement having a plurality of notches and extending in the longitudinal direction;
A formwork posture holding tool comprising a gripping arm that is fitted into the notch and grips the formwork according to claim 1.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP23719089A JPH03100230A (en) | 1989-09-14 | 1989-09-14 | Coil-shaped mold frame and attitude holding tool |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP23719089A JPH03100230A (en) | 1989-09-14 | 1989-09-14 | Coil-shaped mold frame and attitude holding tool |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH03100230A true JPH03100230A (en) | 1991-04-25 |
Family
ID=17011707
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP23719089A Pending JPH03100230A (en) | 1989-09-14 | 1989-09-14 | Coil-shaped mold frame and attitude holding tool |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH03100230A (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH07317078A (en) * | 1994-05-28 | 1995-12-05 | Nisshoku Corp | Coil for sloped form and execution method of grating frame body using coil for sloped form |
JPH07331664A (en) * | 1994-06-13 | 1995-12-19 | Nisshoku Corp | Slope frame coil, and constructing method for slope frame body in grating employing slope frame coil |
JPH0820957A (en) * | 1994-07-09 | 1996-01-23 | Nisshoku Corp | Coil for slope form and application of lattice-shape form body by use of coil for slope form |
DE10337539A1 (en) * | 2003-08-06 | 2005-02-24 | Alfredo Jimenez Anguita | Spiral-shaped bodies, the i.d.R. Filled, used in geotechnics, gardening and landscaping and / or building construction |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS63167837A (en) * | 1986-12-27 | 1988-07-11 | 鍋田 秀文 | Auxiliary reinforcing bar for coil reinforcing bar and engaging stabilizing jig of mold frame |
-
1989
- 1989-09-14 JP JP23719089A patent/JPH03100230A/en active Pending
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS63167837A (en) * | 1986-12-27 | 1988-07-11 | 鍋田 秀文 | Auxiliary reinforcing bar for coil reinforcing bar and engaging stabilizing jig of mold frame |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH07317078A (en) * | 1994-05-28 | 1995-12-05 | Nisshoku Corp | Coil for sloped form and execution method of grating frame body using coil for sloped form |
JPH07331664A (en) * | 1994-06-13 | 1995-12-19 | Nisshoku Corp | Slope frame coil, and constructing method for slope frame body in grating employing slope frame coil |
JP2717508B2 (en) * | 1994-06-13 | 1998-02-18 | 日本植生株式会社 | Construction method of grid method frame using method frame coil |
JPH0820957A (en) * | 1994-07-09 | 1996-01-23 | Nisshoku Corp | Coil for slope form and application of lattice-shape form body by use of coil for slope form |
DE10337539A1 (en) * | 2003-08-06 | 2005-02-24 | Alfredo Jimenez Anguita | Spiral-shaped bodies, the i.d.R. Filled, used in geotechnics, gardening and landscaping and / or building construction |
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