JPH06307077A - Method for assembling formwork for column, formwork and formwork panel support member - Google Patents
Method for assembling formwork for column, formwork and formwork panel support memberInfo
- Publication number
- JPH06307077A JPH06307077A JP12319193A JP12319193A JPH06307077A JP H06307077 A JPH06307077 A JP H06307077A JP 12319193 A JP12319193 A JP 12319193A JP 12319193 A JP12319193 A JP 12319193A JP H06307077 A JPH06307077 A JP H06307077A
- Authority
- JP
- Japan
- Prior art keywords
- formwork
- panel
- rod
- nut
- pair
- 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.)
- Granted
Links
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
Description
【０００１】[0001]
【産業上の利用分野】本発明は、壁に連なる柱を成形す
るための型枠の組み立てに関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to assembling a mold for forming a column connected to a wall.
【０００２】[0002]
【従来の技術】従来、壁に連なる矩形断面の柱の成形の
ため、柱筋を取り巻く矩形の各コーナー部に一対の平板
状の型枠パネルをアングル形に配置した後、前記型枠パ
ネルの出隅を規定する各面に沿って複数の縦端太と複数
の横端太とを配置し、次いで、互いに相対する横端太同
士を連結していた。2. Description of the Related Art Conventionally, in order to form a column having a rectangular cross section that is continuous with a wall, a pair of flat plate-shaped form panels are arranged in an angle at each corner of a rectangle surrounding a column bar, and then the form panel is A plurality of vertical edge thicknesses and a plurality of horizontal edge thicknesses are arranged along each surface that defines the projected corner, and then the lateral edge thicknesses that face each other are connected.
【０００３】[0003]
【発明が解決しようとする課題】しかし、横端太同士の
連結作業は、縦端太を垂直に維持しかつ横端太を水平に
維持する間に行う必要があり、これに多大の労力と時間
を必要とした。したがって、本発明の目的は、型枠の組
立作業を容易にすることにある。However, it is necessary to perform the connecting work between the lateral end thicknesses while maintaining the vertical end thicknesses vertically and the horizontal end thicknesses horizontally, which requires a great deal of labor and labor. Needed time. Therefore, an object of the present invention is to facilitate the work of assembling the formwork.
【０００４】[0004]
【課題を解決するための手段】本発明は、壁に連なる柱
を成形するための型枠の組み立て方法であって、柱筋を
取り巻く矩形の各コーナー部にアングル形状の型枠パネ
ルと該型枠パネルにその長手方向に互いに間隔をおいて
取り付けられた複数の支持部材とを備える型枠を配置
し、互いに相対する一対の型枠を連結することを含む。
型枠は、アングル形状の型枠パネルと、前記型枠パネル
にその長手方向へ互いに間隔をおいて配置された複数の
支持部材とを含み、各支持部材が、前記型枠パネルの出
隅を規定する両面に固定されその長手方向と直角な方向
へ伸びかつ前記出隅で交差する一対の棒状体を備える。
また、支持部材は、前記型枠パネルの出隅を規定する両
面に固定可能である、互いに枢着された一対の棒状体か
らなる。SUMMARY OF THE INVENTION The present invention is a method of assembling a form for forming a column connected to a wall, wherein an angled form panel is provided at each corner of a rectangle surrounding a column bar and the form. Forming a form having a plurality of support members attached to the frame panel at intervals in the longitudinal direction, and connecting a pair of forms facing each other.
The formwork includes an angled formwork panel and a plurality of support members arranged in the formwork panel at intervals in the longitudinal direction thereof, and each support member defines a projecting corner of the formwork panel. It is provided with a pair of rod-like bodies which are fixed to both sides of the rod and extend in a direction perpendicular to the longitudinal direction of the rods and intersect at the projected corners.
Further, the support member is composed of a pair of rod-like members pivotally attached to each other, which can be fixed to both surfaces defining the projecting corner of the form panel.
【０００５】[0005]
【発明の作用および効果】本発明によれば、各コーナー
部に、型枠パネルと該型枠パネルに取り付けられた複数
の支持部材との複合体である型枠を配置して型枠相互の
連結を行うことから、従来における各コーナー部への前
記一対の型枠パネルの配置、各型枠パネルの支持部材で
ある縦横の各端太材の配置、および、前記端太材を所定
の位置に支持しての互いに相対する型枠パネルおよび端
太材の相互連結に比べて、型枠の組み立てに要する手数
が少なくまた容易であり、これらの作業に要する労力お
よび時間は少ない。前記支持部材を構成する一対の棒状
体は互いに枢動可能であることから、両棒状体をそれぞ
れ前記アングル形状の型枠パネルに固定するとき、特に
前記型枠パネルがセメント、コンクリート等の材料で形
成され打設コンクリートと共に柱の成形材とされる場
合、製造誤差を伴う前記型枠パネルの破損を回避するこ
とができる。According to the present invention, a mold which is a composite of a mold panel and a plurality of support members attached to the mold panel is arranged at each corner portion so that the molds are mutually connected. Since the connection is performed, the arrangement of the pair of mold panels in each conventional corner portion, the arrangement of the vertical and horizontal thick ends that are supporting members of the respective form panels, and the thick edges at predetermined positions Compared to the mutual connection of the mold panel and the end piece which are supported by each other and are opposed to each other, the number of steps and the time required for assembling the mold are smaller and easier, and the labor and time required for these operations are smaller. Since the pair of rod-shaped bodies constituting the support member can pivot relative to each other, when fixing both rod-shaped bodies to the angle-shaped form panel, especially, the form panel is made of a material such as cement or concrete. When it is formed and used as a pillar molding material together with cast concrete, it is possible to avoid damage to the form panel due to manufacturing errors.
【０００６】[0006]
【実施例】図１を参照すると、本発明に従って、柱筋１
０の周りに組み立てられた４つの柱用型枠１２が示され
ている。各型枠１２は、柱筋１０を取り巻く矩形の各コ
ーナー部に配置され、互いに相対する一対の型枠１２が
相互に連結されている。隣接する一対の型枠１２には、
互いに間隔をおかれた一対の壁用型枠パネル１４が接し
ている。両壁用型枠パネル１４が規定する空間には壁筋
１５が配置されている。両壁用型枠パネル１４が規定す
る前記空間は、４つの型枠１２が規定す空間に連なって
いる。互いに連通するこれらの空間には後にコンクリー
トが打設され、互いに連なる柱および壁が成形される。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT Referring to FIG. 1, in accordance with the present invention, a bar 1
Four pillar forms 12 assembled around 0 are shown. Each of the molds 12 is arranged in each of the rectangular corners surrounding the columnar bar 10, and the pair of molds 12 facing each other are connected to each other. In the pair of adjacent molds 12,
A pair of wall formwork panels 14 spaced from each other are in contact. Wall streaks 15 are arranged in a space defined by the form panels 14 for both walls. The space defined by the mold panels 14 for both walls is continuous with the space defined by the four molds 12. Concrete is later poured into these spaces communicating with each other to form pillars and walls which are continuous with each other.
【０００７】各型枠１２は、アングル形状の型枠パネル
１６と、型枠パネル１６にその長手方向（図３で見て上
下方向）に互いに間隔をおいて取り付けられた複数の支
持部材１８とを含む。図示の例では、さらに、型枠パネ
ル１６の両辺部に一対の平板状の型枠パネル２０が接続
され、かつ、各支持部材１８が両型枠パネル２０に取り
付けられている。図示の型枠パネル１６，２０は相互に
合いじゃくりはぎにより接続されている。Each mold 12 includes an angle-shaped mold panel 16 and a plurality of support members 18 attached to the mold panel 16 in the longitudinal direction (vertical direction when viewed in FIG. 3) at intervals. including. In the illustrated example, a pair of flat plate-shaped mold panels 20 are further connected to both sides of the mold panel 16, and each support member 18 is attached to both mold panels 20. The formwork panels 16 and 20 shown are fitted together and connected by means of a snare.
【０００８】壁用型枠パネル１４および柱用型枠パネル
１６，２０は、それぞれ、前記コンクリートの打設空間
を規定すると共に、前記コンクリートの養生後に引き剥
されることなくコンクリート成形体の一部となる。本発
明は、この例に限らず、コンクリートの養生後にその成
形体から引き剥されるタイプの型枠パネルにも適用可能
である。The wall form panel 14 and the pillar form panels 16 and 20 respectively define the space for placing the concrete, and are part of the concrete molded body without being peeled off after the concrete is cured. Becomes The present invention is not limited to this example, but can be applied to a formwork panel of a type that is peeled off from the molded body after curing of concrete.
【０００９】各支持部材１８は、互いに枢着された一対
の棒状体２２，２４からなる。図示の例では、各棒状体
は、矩形の横断面形状を有する管部材からなる。両棒状
体２２，２４は、これらの互いに交差する一端部に設け
られた複数の孔のうちの１つを貫通するボルト・ナット
組立体２６により、枢着されている。両棒状体２２，２
４は、それぞれ、型枠パネル１６の出隅を規定する両面
に固定され、両棒状体２２，２４の他端部はそれぞれ型
枠パネル１６の長手方向と直角な方向へ伸び、壁用型枠
パネル１４の直前で終わっている。ボルト・ナット組立
体２６が通される前記孔の位置を選択することにより、
ボルト・ナット組立体２６と両棒状体２２，２４の他端
部までの距離を代えることができる。このことから、両
棒状体２２，２４を、前記柱のコーナーから壁までの距
離が異なる柱および壁の成形に適用することができる。Each support member 18 comprises a pair of rod-shaped members 22, 24 pivotally attached to each other. In the illustrated example, each rod-shaped body is composed of a tubular member having a rectangular cross-sectional shape. Both rod-shaped bodies 22 and 24 are pivotally attached by a bolt-nut assembly 26 that penetrates one of a plurality of holes provided at one end where these rod-shaped bodies cross each other. Both rod-shaped bodies 22, 2
4 are fixed to both sides defining the projecting corner of the formwork panel 16, and the other ends of the rod-shaped members 22 and 24 extend in a direction perpendicular to the longitudinal direction of the formwork panel 16 to form a wall formwork. It ends just before panel 14. By selecting the position of the hole through which the bolt and nut assembly 26 is passed,
The distance between the bolt / nut assembly 26 and the other ends of the rod-shaped bodies 22 and 24 can be changed. Therefore, both rod-shaped bodies 22 and 24 can be applied to the formation of columns and walls having different distances from the corners of the columns to the walls.
【００１０】両棒状体２２，２４は互いに枢動可能であ
ることから、これらを型枠パネル１６に固有のすなわち
僅かな製造誤差を持ったアングル形状に沿って配置する
ことができる。従って、型枠パネル１６に両棒状体２
２，２４を固定するとき、型枠パネル１６は両棒状体２
２，２４に従っての変形を強制されることはなく、これ
によりパネルの破損が防止される。Since both rod-shaped members 22 and 24 can pivot with respect to each other, they can be arranged along the angled shape inherent to the form panel 16, that is, with a slight manufacturing error. Therefore, the two rod-shaped bodies 2 are attached to the form panel 16.
When fixing 2 and 24, the formwork panel 16 is a rod-shaped body 2
Deformation according to 2, 24 is not forced, which prevents damage to the panel.
【００１１】図１および図２を参照すると、型枠パネル
１６への各支持部材１８の固定は、型枠パネル１６の両
辺部とこれに接する支持部材１８の両棒状体とをそれぞ
れ貫通するボルト２８と、ボルト２８の両端部に螺合さ
れた一対のナット３０，３２とにより、または、相対す
る一対の型枠１２を互いに連結するために用いられるタ
イロッドの一部すなわち外側ロッド３４とその両端部に
螺合されるコーン状のナット３６およびナット３８とに
より、行うことができる。外側ロッド３４は型枠パネル
１６の各辺部とこれに接する支持部材１８の各棒状体２
２，２４とを貫通し、コーン状のナット３６は型枠パネ
ル１６に接しかつナット３８は各棒状体に接している。
型枠パネル２０への各支持部材１８の固定は、前記した
ボルト２８および両ナット３０，３２によりなされてい
る。Referring to FIGS. 1 and 2, each support member 18 is fixed to the form panel 16 by bolts penetrating both side portions of the form panel 16 and both rod-shaped members of the support member 18 in contact with the side portions. 28 and a pair of nuts 30 and 32 screwed to both ends of the bolt 28, or a part of the tie rod used to connect the pair of opposite molds 12 to each other, that is, the outer rod 34 and its both ends. This can be performed by the cone-shaped nut 36 and the nut 38 screwed to the portion. The outer rods 34 are the side portions of the form panel 16 and the rod-shaped members 2 of the support member 18 that are in contact with the side portions.
2 and 24, a cone-shaped nut 36 is in contact with the form panel 16 and a nut 38 is in contact with each rod-shaped body.
The fixing of each support member 18 to the formwork panel 20 is performed by the bolt 28 and both nuts 30 and 32 described above.
【００１２】型枠１２の組み立ては、各型枠パネル１
６，２０に複数の支持部材１８を取り付けた後、柱筋１
０の周りの矩形の各コーナー部に配置し、互いに相対す
る型枠１２を相互に連結することにより行なう（図２お
よび図３）。The formwork 12 is assembled by each formwork panel 1.
After attaching a plurality of support members 18 to 6, 20, the column bar 1
This is done by arranging the rectangles around 0 around each corner and connecting mutually facing molds 12 (FIGS. 2 and 3).
【００１３】相対する型枠１２の相互連結は次のように
して行うことができる。代表的に、図２で見て左下のコ
ーナー部と右下のコーナー部とに配置される一対の型枠
１２を参照する。左下の一方の型枠１２に固定されたコ
ーン状のナット３６に、予め、前記タイロッドの残りの
一部を成す内側ロッド（セパレータ）４０の一端部を螺
合させかつ右下の他方の型枠１２のための他のコーン状
のナット３６を内側ロッドの４０の他端部に螺合してお
く。この一方の型枠１２を所定の位置に配置した後、他
方の型枠１２を所定の位置に配置し、他のコーン状のナ
ット３６に他方の型枠１２の棒状体２４を通して外側ロ
ッド３４をねじ込む。次いで、この外側ロッド３４にナ
ット３８を螺合させる。図示の例では、相対する左上の
型枠１２と左下の型枠１２との相互連結、および、相対
する右上の型枠１２と右下の型枠１２との相互連結も、
このような方法で行われている。The mutual connection of the opposite molds 12 can be performed as follows. As a representative, reference is made to a pair of molds 12 arranged in a lower left corner portion and a lower right corner portion as viewed in FIG. One end of an inner rod (separator) 40 forming the remaining part of the tie rod is previously screwed into a cone-shaped nut 36 fixed to one of the lower left molds 12 and the other lower right mold is Another cone-shaped nut 36 for 12 is screwed onto the other end of the inner rod 40. After arranging the one mold 12 at a predetermined position, the other mold 12 is arranged at a predetermined position, and the outer rod 34 is passed through the other cone-shaped nut 36 through the rod-shaped body 24 of the other mold 12. Screw in. Next, the nut 38 is screwed onto the outer rod 34. In the illustrated example, the mutual connection between the opposing upper left formwork 12 and the lower left formwork 12 and the opposing upper right formwork 12 and the opposing lower right formwork 12 are also
This is done in this way.
【００１４】また、次のような連結方法を採ることがで
きる。すなわち、図２で見て左上のコーナー部と右上の
コーナー部とに配置される一対の型枠１２を参照する
と、左上の一方の型枠１２に固定されたコーン状のナッ
ト３６に、予め、フック状の先端部を有する内側ロッド
（セパレータ）４２を螺合させ、右上の他方の型枠１２
にはリング４４を有するコーン状のナット３６を固定し
ておく。前記一方の型枠１２を配置するとき、先に配置
された他方の型枠１２のコーン状のナット３６のリング
４４に内側ロッド４２のフック状の先端部を引掛ける。
これにより、両型枠１２相互が連結される。Further, the following connecting method can be adopted. That is, referring to the pair of molds 12 arranged in the upper left corner and the upper right corner as seen in FIG. 2, the cone-shaped nut 36 fixed to the upper left one mold 12 is previously An inner rod (separator) 42 having a hook-shaped tip portion is screwed, and the other upper right mold 12
A cone-shaped nut 36 having a ring 44 is fixed to this. When arranging the one mold 12, the hook-shaped tip portion of the inner rod 42 is hooked on the ring 44 of the cone-shaped nut 36 of the other mold 12 which is arranged earlier.
As a result, the two molds 12 are connected to each other.
【００１５】例示した２つの連結方法は、図示の例に代
えて、いずれか一方のみを採用してもよい。各型枠１２
の前記各コーナー部への配置は、内側ロッド４０，４２
が柱筋１０を通過するように、横方向へ平行移動させる
ことにより行う。Of the two connecting methods illustrated, only one of them may be adopted instead of the illustrated example. Each formwork 12
The inner rods 40, 42 are arranged at the corners of
Is performed by translating in the lateral direction so that the beam passes through the columnar bar 10.
【図１】本発明に従って組み立てられた柱用型枠の平面
図である。FIG. 1 is a plan view of a pillar formwork assembled in accordance with the present invention.
【図２】柱用型枠を各コーナー部に配置する状態を示す
平面図である。FIG. 2 is a plan view showing a state in which a pillar formwork is arranged at each corner portion.
【図３】本発明に従って組み立てられた柱用型枠の側面
図である。FIG. 3 is a side view of a pillar formwork assembled in accordance with the present invention.
１０ 柱筋 １２ 型枠 １６ 型枠パネル １８ 支持部材 ２２，２４ 棒状体 10 Column Reinforcement 12 Formwork 16 Formwork Panel 18 Supporting Member 22, 24 Bar
フロントページの続き (72)発明者 松井 浩一 東京都新宿区津久戸町２番１号 株式会社 熊谷組東京本社内 (72)発明者 石川 康之 東京都新宿区津久戸町２番１号 株式会社 熊谷組東京本社内Front page continuation (72) Koichi Matsui, 2-1, Tsukudo-cho, Shinjuku-ku, Tokyo Kumagai Gumi Co., Ltd. Tokyo headquarters (72) Inventor, Yasuyuki Ishikawa 2-1-1, Tsukudo-cho, Shinjuku-ku, Tokyo Kumagaya-gumi, Tokyo Head office
Claims (3)
み立て方法であって、柱筋を取り巻く矩形の各コーナー
部にアングル形状の型枠パネルと該型枠パネルにその長
手方向に互いに間隔をおいて取り付けられた複数の支持
部材とを備える型枠を配置し、その後、互いに相対する
一対の型枠を連結する、柱用型枠の組み立て方法。1. A method of assembling a form for forming a column continuous to a wall, wherein an angled form panel is provided at each corner of a rectangle surrounding a column bar, and the form panel is provided with the form panel in the longitudinal direction thereof. A method for assembling a pillar formwork, comprising arranging a formwork including a plurality of support members attached at intervals, and then connecting a pair of formworks facing each other.
あって、アングル形状の型枠パネルと、前記型枠パネル
にその長手方向へ互いに間隔をおいて配置された複数の
支持部材とを含み、各支持部材が、前記型枠パネルの出
隅を規定する両面に固定されその長手方向と直角な方向
へ伸びかつ前記出隅で交差する、互いに枢着された一対
の棒状体を備える、型枠。2. A formwork used for forming a pillar continuous to a wall, wherein the formwork panel has an angle shape, and a plurality of support members arranged on the formwork panel at intervals in the longitudinal direction thereof. A pair of bar-shaped members pivotally attached to each other, each supporting member being fixed to both surfaces defining the projecting corner of the form panel and extending in a direction perpendicular to the longitudinal direction thereof and intersecting at the projecting corner. Prepare a formwork.
ル形状の型枠パネルのための支持部材であって、前記型
枠パネルの出隅を規定する両面に固定される、互いに枢
着された一対の棒状体からなる、支持部材。3. A support member for an angled form panel used for forming a column connected to a wall, which is fixed to both sides defining a projecting corner of the form panel and is pivotally attached to each other. A support member comprising a pair of rod-shaped bodies.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5123191A JP3055742B2 (en) | 1993-04-28 | 1993-04-28 | Column formwork assembling method and formwork |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5123191A JP3055742B2 (en) | 1993-04-28 | 1993-04-28 | Column formwork assembling method and formwork |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH06307077A true JPH06307077A (en) | 1994-11-01 |
| JP3055742B2 JP3055742B2 (en) | 2000-06-26 |
Family
ID=14854451
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP5123191A Expired - Lifetime JP3055742B2 (en) | 1993-04-28 | 1993-04-28 | Column formwork assembling method and formwork |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3055742B2 (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6568651B2 (en) * | 2001-02-26 | 2003-05-27 | John Reid Investments | Concrete form system |
| CN104594529A (en) * | 2015-01-19 | 2015-05-06 | 台州建筑安装工程公司 | Outer wall of steel structure plant, model frame of upright post at corner and outer wall construction method |
| CN106320363A (en) * | 2015-06-16 | 2017-01-11 | 五冶集团上海有限公司 | Installation method for foundation bolt of rolling line steel structure |
| CN112982953A (en) * | 2021-03-03 | 2021-06-18 | 张文郡 | Building splicing template |
-
1993
- 1993-04-28 JP JP5123191A patent/JP3055742B2/en not_active Expired - Lifetime
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6568651B2 (en) * | 2001-02-26 | 2003-05-27 | John Reid Investments | Concrete form system |
| CN104594529A (en) * | 2015-01-19 | 2015-05-06 | 台州建筑安装工程公司 | Outer wall of steel structure plant, model frame of upright post at corner and outer wall construction method |
| CN106320363A (en) * | 2015-06-16 | 2017-01-11 | 五冶集团上海有限公司 | Installation method for foundation bolt of rolling line steel structure |
| CN112982953A (en) * | 2021-03-03 | 2021-06-18 | 张文郡 | Building splicing template |
Also Published As
| Publication number | Publication date |
|---|---|
| JP3055742B2 (en) | 2000-06-26 |
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