JPH0236845Y2 - - Google Patents

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Publication number
JPH0236845Y2
JPH0236845Y2 JP18646785U JP18646785U JPH0236845Y2 JP H0236845 Y2 JPH0236845 Y2 JP H0236845Y2 JP 18646785 U JP18646785 U JP 18646785U JP 18646785 U JP18646785 U JP 18646785U JP H0236845 Y2 JPH0236845 Y2 JP H0236845Y2
Authority
JP
Japan
Prior art keywords
formwork
base
pair
upright
holes
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
Application number
JP18646785U
Other languages
Japanese (ja)
Other versions
JPS6294247U (en
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed filed Critical
Priority to JP18646785U priority Critical patent/JPH0236845Y2/ja
Publication of JPS6294247U publication Critical patent/JPS6294247U/ja
Application granted granted Critical
Publication of JPH0236845Y2 publication Critical patent/JPH0236845Y2/ja
Expired legal-status Critical Current

Links

Description

【考案の詳細な説明】 考案の目的 (産業上の利用分野) この考案は住宅等における独立基礎コンクリー
トを成形するための型枠組構造に関するものであ
る。
[Detailed description of the invention] Purpose of the invention (industrial application field) This invention relates to a formwork structure for forming independent foundation concrete for houses, etc.

(従来の技術) 一般に、住宅等の独立基礎コンクリートは、負
荷荷重又は地耐力の大小に応じてベース部コンク
リートの大きさが変化する。そこで、従来、ベー
ス部コンクリートの一辺の長さの変化に対応し得
るように、一対の型枠板を伸縮可能に組付けてベ
ース型枠を構成し、4枚のベース型枠を四角環状
に配置し、その内部に中仕切板又は鉄筋等よりな
る載置台を収容し、その載置台により直立型枠を
支持するように構成した型枠組構造が知られてい
る。
(Prior Art) In general, in the case of independent foundation concrete for houses, etc., the size of the base concrete changes depending on the load or the bearing capacity of the ground. Conventionally, in order to accommodate changes in the length of one side of the base concrete, the base formwork was constructed by assembling a pair of formwork plates so that they could expand and contract, and the four base formworks were formed into a rectangular ring shape. There is known a formwork structure in which an upright formwork is supported by a mounting table made of a partition plate or a reinforcing bar, and the mounting table is placed therein.

(考案が解決しようとする問題点) ところが、上記した従来構成においては、各ベ
ース型枠の一対の型枠板を相互に組付けたのち、
これとは別作業でベース型枠に対する前記載置台
の組付けを行う必要があり、工数が増えて全体の
組付作業が複雑となるばかりでなく、ベース型枠
に対する載置台の位置合わせが面倒になるという
問題点があつた。
(Problem to be solved by the invention) However, in the above-mentioned conventional configuration, after the pair of formwork plates of each base formwork are assembled to each other,
In addition to this, it is necessary to assemble the above-mentioned mounting table to the base formwork in a separate work, which not only increases the number of man-hours and complicates the overall assembly work, but also makes it difficult to align the mounting table with respect to the base formwork. There was a problem with becoming.

考案の構成 (問題点を解決するための手段) この考案は前記した問題点に着目してなされ、
上下両側面の長手方向に複数の透孔を備えた一対
の型枠板を長手方向に伸縮可能に組付けてベース
型枠を構成するとともに、4枚のベース型枠を独
立基礎コンクリートのベース部の形状に対応して
平面四角環状に配置し、相対向する一対のベース
型枠の上側面間には、長手方向に複数の透孔を備
えた一対の支持杆をほぼ平行に架設し、両支持杆
と両ベース型枠の各型枠板とをそれらの重合部に
おいて合致した任意の各透孔を介してピンを上方
から挿通することにより相対移動不能に連結し、
両支持杆上には独立基礎コンクリートの直立部を
成形するための直立型枠を立設配置したものであ
る。
Structure of the invention (Means for solving the problem) This invention was made by focusing on the problems mentioned above.
The base formwork is constructed by assembling a pair of formwork plates with multiple through holes in the longitudinal direction on both the upper and lower sides so that they can expand and contract in the longitudinal direction, and the four base formworks are attached to the base of the independent foundation concrete. A pair of support rods with a plurality of through holes in the longitudinal direction are installed almost parallel to each other between the upper sides of a pair of opposing base formworks. The support rod and each formwork plate of both base formworks are connected in a relatively immovable manner by inserting a pin from above through any corresponding through hole at the overlapping part thereof,
Upright formwork for forming the upright part of the independent foundation concrete is placed on both support rods.

(作用) 従つて、この考案の独立基礎コンクリート成形
用型枠組構造においては、一対の型枠板2,3の
伸縮調整によつてベース型枠1の長さがベース部
コンクリートの大きさに応じて容易に調整される
とともに、相対向する一対のベース型枠1の各型
枠板2,3と一対の支持杆18とがそれらの透孔
6,19を介して挿通されるピン20によつて簡
単かつ確実に組付けられ、両支持杆18上には直
立型枠22が正確な位置において安定保持され
る。
(Function) Therefore, in the independent foundation concrete molding formwork structure of this invention, the length of the base formwork 1 can be adjusted according to the size of the base concrete by adjusting the expansion and contraction of the pair of formwork plates 2 and 3. The formwork plates 2 and 3 of the pair of opposing base formworks 1 and the pair of support rods 18 are easily adjusted by the pins 20 inserted through their through holes 6 and 19. It can be easily and reliably assembled, and the upright formwork 22 is stably held in an accurate position on both support rods 18.

(実施例) 以下、この考案を住宅用独立基礎コンクリート
を成形するための型枠組構造に具体化した一実施
例を図面に従つて説明する。
(Example) Hereinafter, an example in which this invention is embodied in a formwork structure for molding independent foundation concrete for residential buildings will be described with reference to the drawings.

第1,2図に示すように、基礎コンクリートの
ベース部と対応する位置には4枚のベース型枠1
が四角環状に配置されている。各ベース型枠1は
一対の金属製の型枠板2,3とそれらの長手方向
に伸縮可能に重合組付けしてなり、両型枠板2,
3の上下両側面にはコ字形の折曲部4,5がそれ
ぞれ形成されるとともに、各折曲部4,5には複
数の透孔6が長手方向に所定の間隔をおいて列設
されている。外側の型枠板2の一端部裏面及び内
側の型枠板3の中央部裏面には、両折曲部4,5
間を上下に延びるように補強棧7がそれぞれ固着
されている。
As shown in Figures 1 and 2, four base forms 1 are placed at positions corresponding to the base of the foundation concrete.
are arranged in a square ring. Each base formwork 1 is made up of a pair of metal formwork plates 2 and 3 and assembled together so that they can expand and contract in the longitudinal direction, and both formwork plates 2,
U-shaped bent portions 4 and 5 are formed on both upper and lower sides of 3, and each bent portion 4 and 5 has a plurality of through holes 6 arranged in a row at predetermined intervals in the longitudinal direction. ing. On the back surface of one end of the outer form board 2 and the back surface of the center part of the inner form board 3, there are bent portions 4 and 5 on both sides.
Reinforcing rods 7 are fixed to extend vertically between the two.

外側の型枠板2の一端面は内側の型枠板3が挿
入される開口8となつているとともに、他端面に
中央部に挿通孔9を備えた連結アングル10が固
着されている。前記開口8と対向する内側の型枠
板3の一端面には面板11が、また他端面には連
結角パイプ12がそれぞれ固着されている。連結
角パイプ12に近接して内側の型枠板3の裏面に
は支持板13が設けられ、この支持板13と前記
連結角パイプ12とにそれぞれ相対して透設され
た挿通孔14には挾持部15を備えた連結ピン1
6が装着されている。そして、連結角パイプ12
の外面に他のベース型枠1における外側の型枠2
の前記連結アングル10を接合した状態で、連結
ピン16の挾持部15によりそれら連結角パイプ
12と連結アングル10とが相互に連結されるよ
うになつている。
One end surface of the outer form plate 2 forms an opening 8 into which the inner form plate 3 is inserted, and a connecting angle 10 having an insertion hole 9 in the center is fixed to the other end surface. A face plate 11 is fixed to one end surface of the inner form plate 3 facing the opening 8, and a connecting square pipe 12 is fixed to the other end surface. A support plate 13 is provided on the back surface of the form plate 3 on the inner side close to the connection square pipe 12, and insertion holes 14 are provided in transparent holes facing the support plate 13 and the connection square pipe 12, respectively. Connecting pin 1 with clamping part 15
6 is installed. And the connecting square pipe 12
The outer formwork 2 of the other base formwork 1 on the outer surface of
When the connecting angles 10 are connected, the connecting angle pipes 12 and the connecting angles 10 are connected to each other by the clamping portions 15 of the connecting pins 16.

第1図に示すように、相対向する一対のベース
型枠1の上側面間にはアングル材よりなる一対の
支持杆18が所定の間隔をおいて平行に架設され
ている。各支持杆18の長手方向には複数の透孔
19が等間隔をおいて列設され、任意の透孔19
が支持杆18と前記各型枠板2,3との重合部に
おいて型枠板2,3の任意の透孔6と合致するよ
うになつている。そして、各透孔6,19にはピ
ン20が上方から挿通され、その下端を地中に打
込むことによつて、相対向する一対のベース型枠
1に対して両支持杆18の両端がそれぞれ位置決
め保持されるとともに、両ベース型枠1の各型枠
板2,3が予め調整された伸縮位置において相対
移動不能に連結される。
As shown in FIG. 1, a pair of support rods 18 made of angle members are installed in parallel at a predetermined distance between the upper surfaces of a pair of opposing base forms 1. A plurality of through holes 19 are arranged in a row at equal intervals in the longitudinal direction of each support rod 18, and any through hole 19
is adapted to match any through hole 6 in the formwork plates 2, 3 at the overlapping portion of the support rod 18 and each of the formwork plates 2, 3. A pin 20 is inserted from above into each through hole 6, 19, and by driving the lower end into the ground, both ends of both support rods 18 are fixed against a pair of opposing base formworks 1. While each is held in position, each of the formwork plates 2 and 3 of both base formworks 1 is connected in a pre-adjusted expansion/contraction position so as to be immovable relative to each other.

両支持杆18上には独立基礎コンクリートの直
立部を成形するための直立型枠22が立設配置さ
れている。この直立型枠22は第3図に示した平
面L状をなす金属製の型枠片23を一対組合わせ
て角筒状に構成されている。各型枠片23はL状
に折曲形成された成形板24を有し、その上下両
側縁には折曲部4,5が、また一端縁には連結ア
ングル10が、他端縁には連結角パイプ12が、
さらにその裏面には補強棧7及び支持板13がそ
れぞれ固着されている。そし、支持板13と連結
角パイプ12との上中下部にそれぞれ形成された
挿通孔14には前記連結ピン16が装着され、各
連結ピン16によつて一対の型枠片23が相互に
組付保持されるようになつている。なお、前記各
支持杆18の中央部には直立型枠22の両外側面
間の寸法に対応する距離をおいてアングル材より
なる一対の規制片25が固着され、これらによつ
て支持杆18上における前記各型枠片23の位置
が決定されるようになつている。
Upright formwork 22 for forming the upright portion of the independent foundation concrete is placed upright on both support rods 18. This upright formwork 22 is constructed into a rectangular tube shape by combining a pair of metal formwork pieces 23 having an L-shape in plan view as shown in FIG. Each formwork piece 23 has a molding plate 24 bent into an L shape, with bent parts 4 and 5 on both upper and lower edges, a connecting angle 10 on one end edge, and a connecting angle 10 on the other end edge. The connecting square pipe 12 is
Further, a reinforcing rod 7 and a support plate 13 are respectively fixed to the back surface thereof. The connecting pins 16 are attached to the insertion holes 14 formed at the upper, middle and lower parts of the support plate 13 and the connecting square pipe 12, respectively, and the pair of formwork pieces 23 are assembled with each other by each connecting pin 16. It is designed to be retained. A pair of regulating pieces 25 made of angle material are fixed to the center of each of the support rods 18 at a distance corresponding to the dimension between both outer surfaces of the upright formwork 22. The position of each formwork piece 23 on the top is determined.

前記両型枠片23の上側面間には、アンカーボ
ルトを保持するための保持板26が着脱自在に支
持されている。第4図に示すように、この保持板
26は金属板を折曲形成してなり、型枠片23の
上側面に載置される一対の載置部27には型枠片
23の上側折曲部4に透設された係止孔28に嵌
入される位置決めピン29が固着されるととも
に、保持板26の中央部には前記アンカーボルト
が挿通される保持孔30が透設されている。
A holding plate 26 for holding an anchor bolt is removably supported between the upper surfaces of both formwork pieces 23. As shown in FIG. 4, this holding plate 26 is formed by bending a metal plate, and a pair of mounting portions 27 placed on the upper side of the form piece 23 are provided with the upper side of the form piece 23. A positioning pin 29 that is inserted into a locking hole 28 transparently provided in the curved portion 4 is fixed, and a retaining hole 30 through which the anchor bolt is inserted is transparently provided in the center of the retaining plate 26.

次に、以上のように構成された各型枠の組付け
工法を第1図に基づいて説明する。まず、内外両
型枠板3,2を重合状態で組付けてベース型枠1
を構成し、その長さがベース部コンクリートの一
辺の長さと一致するように両型枠板2,3を伸縮
調整して各透孔6を合致させる。同様にして組付
調整された4枚のベース型枠1をベース部コンク
リートの各辺と対応する位置に配置し、それらを
前記連結ピン16により四角環状に組付ける。
Next, a method of assembling each formwork constructed as described above will be explained based on FIG. 1. First, the base formwork 1 is assembled by assembling both the inner and outer formwork plates 3 and 2 in a superimposed state.
The through holes 6 are made to match each other by adjusting the expansion and contraction of both formwork plates 2 and 3 so that their length matches the length of one side of the base concrete. Four base formworks 1, assembled and adjusted in the same manner, are placed at positions corresponding to each side of the base concrete, and assembled into a square ring shape using the connecting pins 16.

次いで、一対の支持杆18を相対向する一対の
ベース型枠1の上側面間に平行状態で架設し、そ
れらの透孔19を型枠板2,3の透孔6に合致さ
せる。この状態で各透孔6,19に対しピン20
を上方から挿通し、その下端を地中に打込んで、
支持杆18と型枠板2,3とをそれぞれ移動不能
に組付ける。こうすれば、ピン20のみによつて
支持杆18と型枠板2,3とを簡単かつ確実に組
付けることができる。
Next, a pair of support rods 18 are installed in parallel between the upper surfaces of a pair of opposing base forms 1, and their through holes 19 are aligned with the through holes 6 of the form plates 2 and 3. In this state, pin 20 is inserted into each through hole 6, 19.
Insert it from above, drive its lower end into the ground,
The support rod 18 and formwork plates 2 and 3 are assembled immovably. In this way, the support rod 18 and the formwork plates 2 and 3 can be easily and reliably assembled using only the pins 20.

続いて、一対の型枠片23を予め連結ピン16
を介して相互に組付けて直立型枠22を構成し、
この直立型枠22を両支持杆18上に載置し、こ
れを各規制片25によつて位置決めする。こうす
れば、支持杆18がベース型枠1に対し正確な位
置にて確実に保持されるため、直立型枠22を安
定した状態で支持することができる。そして、直
立型枠22の上面に保持板26を取着し、これに
よつてアンカーボールトを挿通し得るようにした
後、コンクリートをベース型枠1及び直立型枠2
2にそれぞれ打設すれば、住宅用の独立基礎コン
クリートを正確な寸法形状で簡単かつ短時間で成
形することができる。
Next, the pair of formwork pieces 23 are attached to the connecting pins 16 in advance.
are assembled to each other to form an upright formwork 22,
This upright formwork 22 is placed on both support rods 18 and positioned by each regulating piece 25. In this way, the support rod 18 is reliably held at an accurate position relative to the base formwork 1, so that the upright formwork 22 can be supported in a stable state. Then, after attaching the retaining plate 26 to the upper surface of the upright formwork 22 so that the anchor vault can be inserted therethrough, concrete is poured into the base formwork 1 and the upright formwork 2.
By pouring the concrete into each of the two, independent foundation concrete for residential buildings can be formed easily and in a short time with accurate dimensions and shapes.

なお、この考案は前記実施例の構成のみに限定
されるものではなく、例えば前記直立型枠22を
4枚の平板状型枠により構成したりするなど、こ
の考案の趣旨を逸脱しない範囲で各部の構成や形
状を任意に変更して具体化することも可能であ
る。
Note that this invention is not limited to the configuration of the embodiment described above, and various parts may be modified without departing from the spirit of this invention, for example, the upright formwork 22 may be constructed of four flat formworks. It is also possible to change the structure and shape arbitrarily and embody it.

考案の効果 以上詳述したようにこの考案によれば、ベース
型枠の長さを調整可能にする一対の型枠板と、直
立型枠を支持する一対の支持杆とを、それらの透
孔を介して挿通されるピンによつて相互に簡単か
つ確実に組付け保持することができるという優れ
た効果を奏する。
Effects of the invention As detailed above, according to this invention, a pair of formwork plates that allow the length of the base formwork to be adjusted and a pair of support rods that support the upright formwork are connected to each other through their through-holes. This has the excellent effect that they can be easily and reliably assembled and held together by the pins inserted through the pins.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図はこの考案を具体化した一実施例におけ
る独立基礎コンクリート成形用の型枠組構造を示
す斜視図、第2図はベース型枠の分解斜視図、第
3図は直立型枠の型枠片を示す斜視図、第4図は
保持板を示す一部破断斜視図である。 ベース型枠1、型枠板2,3、透孔6、支持杆
18、透孔19、ピン20、直立型枠22、型枠
片23、保持板26。
Figure 1 is a perspective view showing a formwork structure for independent foundation concrete molding in one embodiment embodying this idea, Figure 2 is an exploded perspective view of the base formwork, and Figure 3 is the formwork of the upright formwork. FIG. 4 is a partially cutaway perspective view showing the retaining plate. Base formwork 1, formwork plates 2 and 3, through holes 6, support rods 18, throughholes 19, pins 20, upright formwork 22, formwork pieces 23, and retaining plates 26.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 上下両側面の長手方向に複数の透孔6を備えた
一対の型枠板2,3を長手方向に伸縮可能に組付
けてベース型枠1を構成するとともに、4枚のベ
ース型枠1を独立基礎コンクリートのベース部の
形状に対応して平面四角環状に配置し、相対向す
る一対のベース型枠1の上側面間には、長手方向
に複数の透孔19を備えた一対の支持杆18をほ
ぼ平行に架設し、両支持杆18と両ベース型枠1
の各型枠板2,3とをそれらの重合部において合
致した任意の各透孔6,19を介してピン20を
上方から挿通することにより相対移動不能に連結
し、両支持杆18上には独立基礎コンクリートの
直立部を成形するための直立型枠22を立設配置
したことを特徴とする独立基礎コンリート成形用
型枠組構造。
A pair of formwork plates 2 and 3 each having a plurality of through holes 6 in the longitudinal direction on both upper and lower sides are assembled so as to be expandable and retractable in the longitudinal direction to constitute the base formwork 1, and the four base formworks 1 are A pair of support rods are arranged in a rectangular ring shape in plan according to the shape of the base of the independent foundation concrete, and between the upper sides of the pair of opposing base formworks 1 are provided with a plurality of through holes 19 in the longitudinal direction. 18 are erected almost in parallel, both support rods 18 and both base formworks 1
The formwork plates 2 and 3 are connected in a relatively immovable manner by inserting a pin 20 from above through the corresponding through holes 6 and 19 at their overlapping parts, and This is a formwork structure for forming independent foundation concrete, characterized in that an upright formwork 22 for forming an upright portion of independent foundation concrete is arranged upright.
JP18646785U 1985-12-03 1985-12-03 Expired JPH0236845Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18646785U JPH0236845Y2 (en) 1985-12-03 1985-12-03

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18646785U JPH0236845Y2 (en) 1985-12-03 1985-12-03

Publications (2)

Publication Number Publication Date
JPS6294247U JPS6294247U (en) 1987-06-16
JPH0236845Y2 true JPH0236845Y2 (en) 1990-10-05

Family

ID=31136051

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18646785U Expired JPH0236845Y2 (en) 1985-12-03 1985-12-03

Country Status (1)

Country Link
JP (1) JPH0236845Y2 (en)

Also Published As

Publication number Publication date
JPS6294247U (en) 1987-06-16

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