JP2883892B2 - Non-removable formwork assembling apparatus for fabric foundation and simple foundation construction - Google Patents

Non-removable formwork assembling apparatus for fabric foundation and simple foundation construction

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Publication number
JP2883892B2
JP2883892B2 JP23582896A JP23582896A JP2883892B2 JP 2883892 B2 JP2883892 B2 JP 2883892B2 JP 23582896 A JP23582896 A JP 23582896A JP 23582896 A JP23582896 A JP 23582896A JP 2883892 B2 JP2883892 B2 JP 2883892B2
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JP
Japan
Prior art keywords
plate
shaped
foundation
straight
parts
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 - Lifetime
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JP23582896A
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Japanese (ja)
Other versions
JPH1060910A (en
Inventor
俊充 船木
信夫 浜出
正道 毎田
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Individual
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Individual
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Priority to JP23582896A priority Critical patent/JP2883892B2/en
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Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】この発明は建築物別に異なる多種
多様の布基礎と簡易基礎のすべてを部材数を少なくして
能率的に構築することのできる非脱型形型枠の組立て装
置に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a non-removable formwork assembling apparatus capable of efficiently constructing various types of cloth foundations and simple foundations which are different for each building by reducing the number of members. It is.

【0002】[0002]

【従来の技術】従来この種の組立て装置としては本願出
願人が出願した特開平7−300862号がある。該公
報は型枠を除くすべての組立て用部材を布基礎と簡易基
礎別に形成し、しかも組立て用部材の一部を長大にて形
成している。
2. Description of the Related Art A conventional assembling apparatus of this type is disclosed in Japanese Patent Application Laid-Open No. 7-300862 filed by the present applicant. In this publication, all the assembly members except for the formwork are formed separately for the cloth base and the simple foundation, and a part of the assembly members is formed to be long.

【0003】[0003]

【発明が解決しようとする課題】従って従来は組立て用
部材の輸送,保管を極めて効率の悪いものにしているほ
か、組立てに高度の熟練と長期間を要すという課題があ
った。
Therefore, conventionally, there has been a problem that the transportation and storage of the assembling members are extremely inefficient, and the assembling requires a high degree of skill and a long time.

【0004】[0004]

【課題を解決するための手段】本発明は型枠支持体を布
基礎構築用と簡易基礎構築用に共用可能にて形成するほ
か、各型枠支持体を下敷板をはじめとする各板体の組付
けにて形成するようにして、かかる課題を解決するよう
にしたのである。
According to the present invention, a form support is formed so that it can be used commonly for fabric foundation construction and simple foundation construction, and each form support is formed by an underlay plate or other plate body. Thus, the above problem is solved.

【0005】[0005]

【発明の実施の形態】以下図面に基づいて説明する。BRIEF DESCRIPTION OF THE DRAWINGS FIG.

【0006】防錆加工した金属板にて細帯状をした長短
数種の下敷板1と側柱板2および間隔保持板3を形成す
る。下敷板1は長手側の両側に折り下げによる細い接地
板部1a,1bとその間に非接地の中間板部1cを形成して保
形強度を強化するとともに、中間板部1cの両側に掛止孔
1d,1eと掛止孔1d,1eの内側に止壁1f,1gを設けてい
る。なお1h,1iは釘穴、1j,1kは接地板部1a,1bの中間
に設ける芯合わせ用のV形溝である。
[0008] Several types of long and short underlaying plates 1, side column plates 2, and spacing plates 3 are formed in a strip shape from a rustproofed metal plate. The underlaying plate 1 is formed by narrowing the grounding plate portions 1a and 1b on both sides of the longitudinal side and a non-grounded intermediate plate portion 1c therebetween to enhance the shape retention strength and to be hooked on both sides of the intermediate plate portion 1c. Hole
Retaining walls 1f, 1g are provided inside 1d, 1e and the retaining holes 1d, 1e. 1h and 1i are nail holes, and 1j and 1k are V-shaped grooves for centering provided in the middle of the ground plate portions 1a and 1b.

【0007】側柱板2は有端の細角筒形状に折り曲げ形
成して強化するとともに、外面2aに上下多段にて横形掛
止孔2bを設け、内面2c,2dの中間と上部に縦形掛止孔2
e,2fを設け、さらに下端に鉤形掛止爪2gを設けてい
る。
The side column plate 2 is formed by bending it into a narrow rectangular tube having ends and is reinforced. Also, a horizontal locking hole 2b is provided on the outer surface 2a in multiple stages up and down, and a vertical locking hole is provided between the middle and upper portions of the inner surfaces 2c and 2d. Stop hole 2
e and 2f, and a hook-shaped hook 2g at the lower end.

【0008】間隔保持板3は側面視コ形に折り曲げ形成
して強化するとともに、長手方向の両端に掛止溝3c,3d
を有す掛止爪3a,3bを設け、且つ中間に縦筋除けのため
の深く大きい切欠溝3eを設けている。
The spacing plate 3 is bent and formed in a U-shape when viewed from the side, and is reinforced, and the retaining grooves 3c, 3d are provided at both ends in the longitudinal direction.
Are provided, and a deep and large cutout groove 3e is provided in the middle for removing vertical streaks.

【0009】これらの各部材は部材別および長,短別に
束ねるなどして基礎構築現場に輸送し、下敷板1の掛止
孔1d,1eに図2の鎖線にて示すように側柱板2,2の鉤
形掛止爪2g,2hを弾力をもって外開き傾斜するように嵌
め立て、該側柱板2,2を弾力に抗して直立状態に互い
に内側に引寄せて間隔保持板3の両端の掛止爪3a,3bを
縦形掛止孔2e,2fに嵌挿して掛止爪3a,3bの中間に設け
る掛止溝3c,3dを縦形掛止孔2e,2fの孔壁に嵌挿して固
定して、以って細幅形状の四角枠体4を形成する。
These members are transported to the foundation construction site by bundling them according to the members and the length and the length thereof, and are inserted into the retaining holes 1d and 1e of the underlaying plate 1 as shown by chain lines in FIG. 2 and 2h are elastically fitted so as to open outward and tilt, and the side pillars 2 and 2 are pulled inward to each other in an upright state against the elasticity so that the spacing plate 3 The hooking claws 3a, 3b at both ends are inserted into the vertical hooking holes 2e, 2f, and the hooking grooves 3c, 3d provided between the hooking claws 3a, 3b are inserted into the hole walls of the vertical hooking holes 2e, 2f. Thus, the narrow frame 4 is formed.

【0010】四角枠体4の側柱板2,2の外面2aに図3
乃至図5に示す平面視直線形6a,L形6b,V形6cにて各
別に形成する型枠受け6の一種を高低調整して取付け
る。なお型枠受け6は上面を開口する側面視上向きのコ
形体にて形成し、内側板6dの上下部に上向きと斜め下向
きの掛止爪6e,6fを2個づつ設けていて、側柱板2,2
に設けられる高低多段の横形掛止孔2bを選択して図6に
示すように、先づ型枠受け6を傾けて掛止爪6e,6eを横
形掛止孔2b,2bに嵌入し、次いで矢印にて示すように型
枠受け6を垂直に戻しながら下側の掛止爪6f,6fを下方
の横形掛止孔2b,2bに進入させてから全体を落とし下げ
る要領にて掛け止め固定するのである。
The outer surface 2a of the side column plates 2, 2 of the rectangular frame 4 is shown in FIG.
In addition, one type of the form receiver 6 separately formed by the linear shape 6a, the L shape 6b, and the V shape 6c shown in FIG. The form receiver 6 is formed in a U-shape having an upper surface opening and facing upward in a side view, and two upper and lower oblique hooking claws 6e and 6f are provided at upper and lower portions of the inner plate 6d, respectively. 2,2
6 and the multi-level horizontal hook hole 2b is selected, and as shown in FIG. 6, the form receiver 6 is first tilted so that the hook claws 6e, 6e are fitted into the horizontal hook holes 2b, 2b. While lowering the form receiver 6 vertically as shown by the arrow, the lower hooks 6f, 6f enter the lower horizontal hook holes 2b, 2b, and then they are hooked and fixed in the manner of dropping the whole. It is.

【0011】なおL形型枠受け6bは図4に示すように掛
止爪6e,6fを内側板6dの対称位置に設けた2種を形成し
ている。またV形型枠受け6cは図5に示すように内側に
対して外側を長くして且つ側柱板2,2に接面する接面
板6g,6hを取付けて該接面板6g,6hに掛止爪6e,6fを設
けて側柱板2,2の外面に接面掛着するようにしてい
る。コーナー部の下敷板1は他の部分に据付ける下敷板
1より長くして、内外のV形型枠受け6c,6c間の幅を直
線部の型枠受け6間の幅と同一となるようにしている。
As shown in FIG. 4, two types of L-shaped frame receivers 6b are provided, in which hook claws 6e and 6f are provided at symmetrical positions on the inner plate 6d. Also, as shown in FIG. 5, the V-shaped frame receiver 6c has an outer side which is longer than an inner side, and is provided with contacting plates 6g and 6h which are in contact with the side pillars 2 and 2, and are mounted on the contacting plates 6g and 6h. Stop pawls 6e and 6f are provided so as to be in contact with the outer surfaces of the side pillar plates 2 and 2 on the contact surfaces. The underlaying board 1 of the corner portion is made longer than the underlaying board 1 to be installed on the other part, and the width between the inner and outer V-shaped form receivers 6c, 6c is the same as the width between the form receivers 6 of the straight part. I have to.

【0012】四角枠体4の両側の側柱板2,2の外面に
各別の型枠受け6を掛着して形成する直線部乃至コーナ
ー部の型枠支持体5a〜5dは建築物別に形成するベースモ
ルタル7上の基礎構築線8に芯合わせしながら間隔を置
いて据付け固定する。
Form support members 5a to 5d, which are formed by hanging different form supports 6 on the outer surfaces of the side pillar plates 2, 2 on both sides of the square frame body 4, are formed from straight portions to corner portions. It is installed and fixed at intervals while being centered on the basic construction line 8 on the base mortar 7 to be formed.

【0013】基礎構築線8の直線部8aには直線形型枠受
け6aを両外面に掛着した直線部の型枠支持体5aを据付け
(図7)、T形の曲折部8bには直線形型枠受け6a,6aを
掛着した2個の型枠支持体5a,5a間の一側位置に対称の
L形型枠受け6b,6bを掛着した型枠支持体5bの組合わせ
据付けにより(図8)、また十形の曲折部8cにはそれぞ
れ対称のL形型枠受け6b,6bを掛着した2個の型枠支持
体5b,5bの向き合わせ据付けにより(図9)、またコー
ナー部8dにはV形型枠受け6c,6cを掛着した型枠支持体
5cを据付け(図10)、直線部をはじめ各曲折点に適宜の
型枠受け6を配置することができ、これらの型枠受け6
間に非脱型形にて形成する平面視直線形10a,L形10b,
V形10c,コ形10dおよび矩形10eの型枠10のいずれかを
選択して並列嵌め立て、さらに投入するコンクリート12
が流れ出ないため図11に示すように直線部の端末8eを閉
塞し、または島形(図12)に囲ったりしたあらゆる形状
の基礎構築用の型枠を組立てることができるのである。
A linear form support 6a having linear form supports 6a attached to both outer surfaces thereof is installed on the linear portion 8a of the basic construction line 8 (FIG. 7), and a straight line is formed on the T-shaped bent portion 8b. Combination installation of form supports 5b with symmetrical L-form supports 6b, 6b mounted on one side between two form supports 5a, 5a on which form supports 6a, 6a are mounted (FIG. 8), and two frame supports 5b, 5b each having a symmetrical L-shaped frame receiver 6b, 6b hooked to the ten-shaped bent portion 8c (FIG. 9). Formwork support with V-shaped formwork receivers 6c, 6c hanging on corners 8d
5c is installed (FIG. 10), and an appropriate form receiver 6 can be arranged at each bending point including the straight portion.
A linear shape 10a, L-shaped 10b,
Select one of the V-shaped 10c, U-shaped 10d and rectangular 10e formwork 10 to fit in parallel, and then put concrete 12
Since the water does not flow out, as shown in FIG. 11, the terminal 8e of the straight portion can be closed, or a formwork for foundation construction of any shape surrounded by an island shape (FIG. 12) can be assembled.

【0014】実際にはベースモルタル7上の基礎構築線
8に下敷板1を芯合わせして据付け、該上に縦横の鉄筋
11を配筋してから四角枠体4に組立てることとなる。な
お間隔保持板3は中間に深く大きい切欠溝3cを設けてい
るので、間隔保持板3が縦筋11に当ることは生じないこ
ととなる。
In practice, the underlaying board 1 is centered and installed on the basic construction line 8 on the base mortar 7, and the vertical and horizontal reinforcing bars
After arranging 11, it is assembled to the square frame 4. Since the spacing plate 3 is provided with a large and deep notch 3c in the middle, the spacing plate 3 does not hit the vertical stripes 11.

【0015】布基礎14の構築に際しては図13に示すよう
に四角枠体4の側柱板2,2に掛着するすべての型枠受
け6を一定の高さを下端にして掛着して型枠10,10を並
列嵌め立て、該型枠10,10の両側の外側に間隔を置いて
地表と型枠10,10の下端間に短尺の型枠10,10を立て並
べ付けして型枠10,10間を含む短尺の型枠10,10間にコ
ンクリート12を打設して構築するのである。
When constructing the cloth foundation 14, as shown in FIG. 13, all the form receivers 6 hooked on the side column plates 2, 2 of the square frame 4 are hooked with a fixed height at the lower end. Formwork 10, 10 is fitted in parallel, and short formwork 10, 10 is set up and arranged between the ground surface and the lower end of formwork 10, 10 at an interval outside both sides of formwork 10, 10. The concrete 12 is cast between the short frames 10 and 10 including the frames 10 and 10 to build the structure.

【0016】また簡易基礎15の構築に際しては、図14に
示すように低く掘削した外郭の各型枠支持体5の外側の
型枠受け6を接地するように掛着し、内側の各型枠受け
6を一定の高さに掛着し、該各型枠受け6間に外郭の型
枠支持体5に囲まれた内側に据付けた型枠支持体5の各
型枠受け6間とともに上端を揃えるようにして型枠10,
10を並列嵌め立て、打込みコンクリート12の外部流出を
防止して、ベタ(平面打ち)13部分を含む簡易基礎15を
構築するのである。
When the simple foundation 15 is constructed, as shown in FIG. 14, the outer form supports 6 of the outer form supports 5 excavated low are hung so as to be in contact with the ground, and the inner form forms are attached. The receiver 6 is hung at a fixed height, and the upper end is set between the respective form supports 6 of the form support 5 installed inside the form support 5 surrounded by the outer form supports 5 between the form supports 6. Formwork 10,
10 is installed in parallel to prevent the poured concrete 12 from flowing out, and a simple foundation 15 including a solid portion 13 is constructed.

【0017】両基礎の構築に当って型枠10,10の上端間
に幅止め金具16を被せ嵌め、パイプ17にて型枠10,10の
中間を外側から押え止めることも必要である。幅止め金
具16はアンカーボルト18を仮支えさせることもできる。
In constructing the two foundations, it is also necessary to fit a width stopper 16 between the upper ends of the molds 10 and 10 and to hold down the middle of the molds 10 and 10 from outside with a pipe 17. The width stopper 16 can also temporarily support the anchor bolt 18.

【0018】なお基礎の幅寸法は構築する建築物等の規
模によって異なるが、下敷板1および間隔保持板3は12
0mm幅用,150mm幅用,180mm幅用など長短数種にて形成
するので、これらより適応する長さのものを選択するこ
とにより容易に各幅寸法の基礎を構築することができ
る。
The width of the foundation varies depending on the scale of the building to be constructed.
Since it is formed with several types of long and short types such as 0 mm width, 150 mm width, and 180 mm width, it is possible to easily build the base of each width dimension by selecting a suitable length from these.

【0019】[0019]

【発明の効果】本発明は以上のようにして、下敷板と側
柱板、間隔保持板および型枠受けを各別に形成してコン
パクト化したので、輸送,保管を効率化することができ
るという効果を生ずる。
As described above, according to the present invention, since the underlay plate, the side pillar plate, the spacing plate and the form receiving member are separately formed and compact, the transportation and storage can be made more efficient. Produces an effect.

【0020】下敷板と側柱、間隔保持板および型枠受
けはそれぞれ掛止孔と掛止爪の嵌合にて型枠支持体に組
立てられるようにしたので、熟練を要すことなくして短
時間に能率的に型枠支持体を組立てることができるとい
う効果を生ずる。
The underlay plate, the side pillar plate , the spacing plate, and the form receiver are each assembled on the form support by fitting the hook holes and the hook claws, so that no skill is required. There is an effect that the form support can be efficiently assembled in a short time.

【0021】側柱に対する型枠受けの掛着高さを調整
することにより型枠支持体を布基礎構築用と簡易基礎構
築用の双方に共用可能とする効果を生ずる。さらに多く
の部材を共用部材としたことにより、部材の製造コスト
を著しく引き下げることができるという効果を生ずる。
[0021] produce an effect that allows sharing formwork support by adjusting the hooking height of the mold receiving both for the simple basic construction and for building fabric basis for side poles plate. By using more members as common members, there is an effect that the manufacturing cost of the members can be significantly reduced.

【0022】下敷板に対して弾力をもって外開き立てし
た両側の側柱を弾力に抗して互いに内向させて直立形
にしながら該側柱間に間隔保持板を嵌挿掛着するよう
にしたので、下敷板と側柱および間隔保持板による四
角枠体は極めて強度に優れるという効果を生ずる。
[0022] As挿掛wearing fitting the space holding plate between the side pillars plate while the upright by inward to each other against the opposite sides of the side pillars plate was stood open outer elasticity with resilience against underlay plate Therefore, the square frame formed by the underlay plate, the side pillar plate, and the spacing plate has an effect of being extremely excellent in strength.

【0023】間隔保持板の中間に深く大きい切欠溝を設
けたので、間隔保持板は配筋する縦筋に当たることが生
じないという効果を生ずる。
Since the deep and large notch is provided in the middle of the spacing plate, the spacing plate does not hit the vertical streaks to be arranged.

【0024】下敷板と側柱および間隔保持板を長短数
種にて形成するので、構築する基礎の幅と高さを各種に
て形成することができるという効果を生ずる。
Since the underlaying plate, the side pillar plate and the spacing plate are formed of several types of long and short, there is an effect that the width and height of the foundation to be constructed can be variously formed.

【0025】下敷板をはじめ各部材を折曲げ形成するこ
とにより保形力が強化されるという効果を生ずる。
By bending each member including the underlay plate, the effect of enhancing the shape-retaining force is produced.

【0026】型枠支持体を含んですべての型枠を非脱型
形にて組立てるので、型枠および型枠支持体の回収によ
る工期の長期化が解消するという効果を生ずる。
Since all the molds including the mold support are assembled in a non-detachable form, the effect of eliminating the prolonged construction period due to the collection of the mold and the mold support is produced.

【図面の簡単な説明】[Brief description of the drawings]

【図1】 四角枠体を構成する各部材を組付け前の状態
にて示す斜視図である。
FIG. 1 is a perspective view showing members constituting a square frame before being assembled.

【図2】 同、組付け時の縦断面図である。FIG. 2 is a vertical cross-sectional view of the same during assembly.

【図3】 直線形の型枠受けを示す斜視図である。FIG. 3 is a perspective view showing a linear form receiver.

【図4】 L形の対称2種の型枠受けを示す斜視図であ
る。
FIG. 4 is a perspective view showing two types of symmetrical L-shaped mold receivers.

【図5】 V形の型枠受けを四角枠体に掛着した状態に
て示す平面図である。
FIG. 5 is a plan view showing a state in which a V-shaped form receiver is hung on a square frame body.

【図6】 型枠受けの側柱板への掛着要領を示す部分拡
大断面図である。
FIG. 6 is a partially enlarged cross-sectional view showing how to attach the form receiver to the side pillar plate.

【図7】 基礎構築線の直線部での型枠の構築例を示す
部分平面図である。
FIG. 7 is a partial plan view showing an example of constructing a formwork at a straight line portion of a basic construction line.

【図8】 同、T字形曲折部での型枠の構築例を示す部
分平面図である。
FIG. 8 is a partial plan view showing an example of constructing a formwork in a T-shaped bent portion.

【図9】 同、十字形曲折部での型枠の構築例を示す部
分平面図である。
FIG. 9 is a partial plan view showing an example of constructing a formwork at the cross-shaped bent portion.

【図10】 同、コーナー部での型枠の構築例を示す部分
平面図である。
FIG. 10 is a partial plan view showing an example of constructing a formwork at a corner.

【図11】 同、端末での型枠の構築例を示す部分平面図
である。
FIG. 11 is a partial plan view showing an example of constructing a formwork in the terminal.

【図12】 同、島形の型枠の構築例を示す部分平面図で
ある。
FIG. 12 is a partial plan view showing an example of constructing an island-shaped formwork.

【図13】 布基礎の構築例を示す縦断面図である。FIG. 13 is a longitudinal sectional view showing an example of construction of a cloth foundation.

【図14】 簡易基礎の構築例を示す縦断面図である。FIG. 14 is a longitudinal sectional view showing an example of building a simple foundation.

【符号の説明】[Explanation of symbols]

1は下敷板 1a,1bは接地板部 1cは中間板部 1d,1eは掛止孔 1f,1gは止壁 1h,1iは釘穴 1j,1kは芯合わせ用のV溝 2は側柱板 2aは外面 2bは横形掛止孔 2c,2dは内面 2e,2fは縦形掛止孔 2gは掛止爪 3は間隔保持板 3a,3bは掛止爪 3c,3dは掛止溝 3eは切欠溝 4は四角枠体 5は型枠支持体 6は型枠受け 6e,6fは掛止爪 7はベースモルタル 8は基礎構築線 9は打釘 10は型枠 11は鉄筋 12は打込みコンクリート 13はベタ 14は布基礎 15は簡易基礎 16は幅止め金具 17はパイプ 18はアンカーボルト 1 is a base plate 1a, 1b is a ground plate 1c is an intermediate plate 1d, 1e is a hook hole 1f, 1g is a stop wall 1h, 1i is a nail hole 1j, 1k is a V-groove for centering 2 is a side pillar plate 2a is the outer surface 2b is the horizontal locking hole 2c, 2d is the inner surface 2e, 2f is the vertical locking hole 2g is the locking claw 3 is the spacing plate 3a, 3b is the locking claw 3c, 3d is the locking groove 3e is the notch groove 4 is a square frame 5 is a form support 6 is a form receiver 6e, 6f is a locking claw 7 is a base mortar 8 is a foundation line 9 is a nail 10 is a form 11 is a reinforcing bar 12 is a concrete insert 13 is solid. 14 is a cloth foundation 15 is a simple foundation 16 is a width stopper 17 is a pipe 18 is an anchor bolt

───────────────────────────────────────────────────── フロントページの続き (72)発明者 毎田 正道 東京都世田谷区豪徳寺1−32−6 (58)調査した分野(Int.Cl.6,DB名) E02D 27/01 ──────────────────────────────────────────────────続 き Continuation of front page (72) Inventor Masamichi Gotta 1-32-6 Gotokuji Temple, Setagaya-ku, Tokyo (58) Field surveyed (Int. Cl. 6 , DB name) E02D 27/01

Claims (4)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 長短数種にて細帯状の下敷板と、側柱板
および間隔保持板を形成し、該下敷板の両側上に側柱板
を平行直立させ且つ該側柱板間に間隔保持板の張設にて
四角枠体を組付け、該四角枠体の両側の側柱板の外面に
平面視直線形,L形,V形の型枠受けの一種を高低調整
取付けして、布基礎構築用および簡易基礎構築用に共用
可能な直線部,直線端部,T形,十形の曲折部およびコ
ーナー部の型枠支持体を形成し、該各型枠支持体を多種
多様において画設する基礎構築線の直線部と直線端部
と、T形,十形の曲折部およびコーナー部に前記型枠受
けが対応するように間隔を置いて芯合わせ据付け、該各
型枠受け間に平面視直線形,L形,コ形,矩形およびV
形にて形成する非脱型形の型枠を並列嵌め立てすること
により、該各基礎構築線のそれぞれに沿って直線部の端
末を閉塞した布基礎または簡易基礎構築用の非脱型形型
枠を組立てるようにしたことを特徴とする布基礎および
簡易基礎構築用の非脱型形型枠の組立て装置。
1. A long and short type underlaying plate, a side pillar plate and a spacing plate are formed, and the side pillars are set upright on both sides of the underlaying plate, and a gap is provided between the side pillars. A rectangular frame body is assembled by stretching the holding plate, and a kind of a linear, L-shaped, or V-shaped frame receiver is mounted on the outer surface of the side pillar plate on both sides of the square frame by adjusting the height thereof. Forming supports for straight parts, straight ends, T-shaped and ten-shaped bent parts and corner parts that can be shared for fabric foundation construction and simple foundation construction. Align and install the form receiving parts so that the form receiving parts correspond to the straight part and straight end part of the basic construction line to be formed, and the T-shaped and ten-shaped bent parts and corner parts. In plan view, L-shaped, U-shaped, rectangular and V
A non-removable mold for forming a cloth foundation or a simple foundation in which a terminal of a straight portion is closed along each of the foundation construction lines by fitting non-removable molds formed in parallel with each other. An assembling apparatus for a non-detachable formwork for constructing a fabric foundation and a simple foundation, wherein the frame is assembled.
【請求項2】 下敷板と側柱板と間隔保持板および型枠
受けはいずれも掛止孔と掛止爪の嵌合にて互いに掛着固
定する請求項1記載の装置。
2. The apparatus according to claim 1, wherein the underlay plate, the side pillar plate, the spacing plate, and the form receiver are all fixed to each other by fitting the engaging holes and engaging claws.
【請求項3】 両側の側柱板は下敷板上に弾性をもって
外開き立てし、該側柱板を弾力に抗して内向直立させて
間隔保持板を張設し掛止する請求項1乃至2のいずれか
に記載の装置。
3. The side pillars on both sides are raised outwardly on the underlaying board with elasticity, and the side pillars are inwardly erected against the elasticity so that the spacing plate is stretched and latched. 3. The device according to any one of 2.
【請求項4】 間隔保持板の中間に深く大きい切欠溝を
設けた請求項1乃至3のいずれかに記載の装置。
4. The apparatus according to claim 1, wherein a deep and large notch is provided in the middle of the spacing plate.
JP23582896A 1996-08-20 1996-08-20 Non-removable formwork assembling apparatus for fabric foundation and simple foundation construction Expired - Lifetime JP2883892B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP23582896A JP2883892B2 (en) 1996-08-20 1996-08-20 Non-removable formwork assembling apparatus for fabric foundation and simple foundation construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP23582896A JP2883892B2 (en) 1996-08-20 1996-08-20 Non-removable formwork assembling apparatus for fabric foundation and simple foundation construction

Publications (2)

Publication Number Publication Date
JPH1060910A JPH1060910A (en) 1998-03-03
JP2883892B2 true JP2883892B2 (en) 1999-04-19

Family

ID=16991868

Family Applications (1)

Application Number Title Priority Date Filing Date
JP23582896A Expired - Lifetime JP2883892B2 (en) 1996-08-20 1996-08-20 Non-removable formwork assembling apparatus for fabric foundation and simple foundation construction

Country Status (1)

Country Link
JP (1) JP2883892B2 (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2005083184A1 (en) * 2004-03-01 2005-09-09 Jfe Civil Engineering & Construction Corp. Method of placing placement material
JP5339832B2 (en) * 2008-09-24 2013-11-13 住友林業株式会社 Form mounting hardware for solid foundation outer periphery rising part
CN105782681A (en) * 2016-05-12 2016-07-20 核工业理化工程研究院 Adjustable supporting device for equipment mounting frame
JP7134854B2 (en) * 2018-12-12 2022-09-12 利文 小無田 Partition frame set for communication port

Also Published As

Publication number Publication date
JPH1060910A (en) 1998-03-03

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