JPS5927818B2 - Simple assembly type temporary frame - Google Patents

Simple assembly type temporary frame

Info

Publication number
JPS5927818B2
JPS5927818B2 JP2934376A JP2934376A JPS5927818B2 JP S5927818 B2 JPS5927818 B2 JP S5927818B2 JP 2934376 A JP2934376 A JP 2934376A JP 2934376 A JP2934376 A JP 2934376A JP S5927818 B2 JPS5927818 B2 JP S5927818B2
Authority
JP
Japan
Prior art keywords
formwork
grooves
parallel
back surface
engaging
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
JP2934376A
Other languages
Japanese (ja)
Other versions
JPS52113516A (en
Inventor
王清 原田
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
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 by Individual filed Critical Individual
Priority to JP2934376A priority Critical patent/JPS5927818B2/en
Publication of JPS52113516A publication Critical patent/JPS52113516A/en
Publication of JPS5927818B2 publication Critical patent/JPS5927818B2/en
Expired legal-status Critical Current

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Description

【発明の詳細な説明】 本発明はコンクリート打設の際に用いられる簡易組立式
仮枠にかかり、各部材に要する材料使用量をできるだけ
減らし、しかも強度を十分に保ち、工場生産したものを
現場で簡単に組立てて使えるよ5KL、打設凝固後は取
外して反覆使用でき、また打設長さに応じて仮枠の長さ
を調節でき、また曲角部分にも容易に適応できるように
したもので、その実施の態様を図面につき詳述すれば次
の通りである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a simple assembly type temporary frame used when pouring concrete, which reduces the amount of material required for each member as much as possible, maintains sufficient strength, and allows the use of factory-produced frames on-site. Easy to assemble and use with 5KL. After pouring and solidification, it can be removed and used repeatedly. The length of the temporary frame can be adjusted according to the length of pouring, and it can also be easily adapted to curved parts. The details of its implementation are as follows with reference to the drawings.

1はスペーサーブロックでコンクリ−)本体2とこれに
脚部3が埋設された台板4で成っている。
Reference numeral 1 denotes a spacer block, which consists of a main body 2 (made of concrete) and a base plate 4 in which legs 3 are embedded.

このブロック1がレベル調整用モルタル上に設置される
ことは通常の通りである。
As usual, this block 1 is installed on leveling mortar.

台板4の上面から各1対の平行な翼片5を垂直に突出さ
せてそれぞれ受溝6が構成されている。
A receiving groove 6 is formed by vertically projecting a pair of parallel blades 5 from the upper surface of the base plate 4.

そしてこれらの受溝を外部に臨ませて基礎コンクリート
に埋設されるようになっており、施工線上に適当な間隔
で設置される。
These receiving grooves are buried in the foundation concrete so as to face the outside, and are installed at appropriate intervals on the construction line.

7はスタッドで腹板8の両側面に直角に長手方向に沿う
係合翼9が突出し、実際の場合は下端部がブロック1の
受溝6と係合して設立さレル。
Reference numeral 7 denotes a stud with engagement wings 9 protruding along the longitudinal direction at right angles to both sides of the belly plate 8, and in actual case, the lower end engages with the receiving groove 6 of the block 1 to form a rail.

10は型枠部材で一面に型面11を有し、背面12の上
下端縁部に補強部13及び14を有する。
A mold member 10 has a mold surface 11 on one side, and has reinforcing parts 13 and 14 at the upper and lower edges of the back surface 12.

而して下部の補強部14でブロック1の受溝6に嵌合し
て設立され、型面11が対向する。
The lower reinforcing part 14 is fitted into the receiving groove 6 of the block 1, and the mold surfaces 11 are opposed to each other.

この上下の補強部13及び14は型面11と一体に成形
された鍔15.16及びこの鍔端部を背面12と接続す
る控え17.18で構成されており、この鍔16が受溝
6に適合する。
The upper and lower reinforcing parts 13 and 14 are composed of a collar 15.16 molded integrally with the mold surface 11 and a retainer 17.18 that connects the end of the collar to the back surface 12. Compatible with

既記スタッド7の腹板8の一側端面は隣り合う型枠部材
10の型面11と同一垂直面上に臨んで目地の出来るの
を防いでいる。
One end surface of the belly plate 8 of the stud 7 faces the same vertical plane as the mold surface 11 of the adjacent mold member 10 to prevent the formation of joints.

型枠部材10の鍔15.16及び控え17.18にはス
タッド7の係合翼9と係合する溝19.20,21及び
22が穿たれる。
Grooves 19.20, 21 and 22 are bored in the flanges 15.16 and the stays 17.18 of the formwork part 10, which engage with the engagement wings 9 of the studs 7.

これらの溝19乃至22と係合翼9との係合により、型
枠部材10の端部がスタッド7を介して補強され、コン
クリート充填圧により部材10の型面が垂直面上で外側
に彎曲するのを防ぐ、また、このスタッドを介して型枠
部材10相互を所要の全長になるように順次連繋するこ
ともできを。
Due to the engagement of these grooves 19 to 22 with the engagement wings 9, the ends of the formwork member 10 are reinforced via the studs 7, and the mold surface of the member 10 is curved outward on a vertical plane due to the concrete filling pressure. It is also possible to sequentially connect the formwork members 10 to each other through the studs so as to have the required total length.

この型枠部材10の軸長を限られた種類のものとすると
、施工場所によっては適合しない場合が出てくる。
If the axial length of the formwork member 10 is limited, it may not be suitable depending on the construction site.

このような寸法調整に用いるのが調整部材23である。The adjustment member 23 is used for such size adjustment.

この部材は型枠部材10の高さにほぼ適合する高さを有
し、その上端背面に型枠部材10の上部の鍔15に抱着
する抱着部24を備えている。
This member has a height that approximately matches the height of the formwork member 10, and is provided with a holding portion 24 on the upper rear surface thereof to be held onto the upper collar 15 of the formwork member 10.

保定部材25は対向する型面間隔を一定に保つために用
いられるもので、両端部下面に各1対の平行翼片26に
よって係止溝27を形成しており、中間部分にアンカー
ボルト28の位置定め孔29が穿たれている。
The retaining member 25 is used to maintain a constant interval between opposing mold surfaces, and has a locking groove 27 formed by a pair of parallel wing pieces 26 on the lower surface of both ends, and an anchor bolt 28 in the middle part. A positioning hole 29 is bored.

この保定部材25は通常は対向する型枠部材10の上部
の鍔15に溝27で嵌合させるが、調整部材23の部分
で保定する場合はその抱着部24に嵌合する位置にこの
溝27が用意される。
This retaining member 25 is normally fitted into the upper flange 15 of the opposing formwork member 10 with a groove 27, but when the retaining member 25 is retained by the adjustment member 23, this groove is provided at the position where it fits into the holding part 24. 27 are prepared.

更にスタッド7の部分で保定する場合は、上記側れの場
合とも、スタッド7の腹板8に係合する溝30が穿たれ
る。
Furthermore, if the stud 7 is to be held in place, a groove 30 that engages with the belly plate 8 of the stud 7 is bored, even in the case of the above-mentioned sidewall.

31は内隅部材で施工線上に曲角部分がある場合に用い
られる。
31 is an inner corner member and is used when there is a curved part on the construction line.

この部材31は互いに角度をなして張り出し突き合った
各型枠部材10の端面を覆う基板部32と核部から同一
方向に突き出た係止翼33を備えている。
This member 31 includes a base plate part 32 that covers the end faces of the formwork members 10 that protrude at an angle to each other and abut against each other, and a locking wing 33 that protrudes in the same direction from the core part.

これらの係止翼は型枠部材10の鍔15.16と控え1
7.18に穿たれた溝19,20.21及び22に係合
する位置を占めている。
These locking wings are attached to the flanges 15 and 16 of the formwork member 10 and the retainers 1.
It occupies a position where it engages with grooves 19, 20, 21 and 22 bored in 7.18.

なお図面において、14は台板4の中央上面に設けた水
系用指標、42はスタッド7の腹板6の外側方延長端面
にこれと直角に設けた補強片、43は型枠部材10の背
面に設けた補強用リブ、44はステー45を挿通するた
めに該部材10の上部鍔15の適所に穿った透孔、46
は保定部材25に穿った透孔でステー45をこの部材諸
共に型枠部材10に固定するためのもの、4Tは補強用
リブ43に穿たれた溝で係止翼35と係合する。
In the drawing, reference numeral 14 indicates a water system indicator provided on the central upper surface of the base plate 4, 42 indicates a reinforcing piece provided at right angles to the outwardly extending end surface of the belly plate 6 of the stud 7, and 43 indicates a back surface of the formwork member 10. A reinforcing rib 44 is provided in the upper collar 15 of the member 10 in order to insert the stay 45 therethrough, and a through hole 46 is provided in the upper part of the member 10.
4T is a through hole drilled in the retaining member 25 for fixing the stay 45 to the formwork member 10, and 4T is a groove bored in the reinforcing rib 43 to engage with the locking wing 35.

図示の仮枠はブロック1を施工線上に適当な間隔で基礎
コンクリート上のレベル調整モルタル上に設置し、指標
41により水平を出してモルタルの固化をまり。
In the temporary frame shown in the figure, blocks 1 are installed on the leveling mortar on the foundation concrete at appropriate intervals along the construction line, leveled by indicators 41, and the mortar is allowed to solidify.

モルタルが固まったら隣り合うブロック1の台板4の受
溝6に型枠部材10の下部鍔16を嵌入して部材10を
設立し、型面11を対向させる。
When the mortar hardens, the lower flange 16 of the formwork member 10 is fitted into the receiving groove 6 of the base plate 4 of the adjacent block 1 to establish the member 10, and the mold surfaces 11 are made to face each other.

型枠部材1oを順次繋ぐ場合は部材10の長手方向の端
を台板4の幅の半分程で止め、スタッド7をこの溝6上
に立てて側方に押し、その翼9を部材10の溝19.2
0.21及び22に嵌合させる。
When connecting formwork members 1o one after another, stop the longitudinal ends of the members 10 at about half the width of the base plate 4, stand the studs 7 on the grooves 6, push them to the side, and insert the wings 9 of the members 10. Groove 19.2
0.21 and 22.

次いで別の型枠部材1oの端をこの台板4の溝6上に設
立し、これをスタッド7の方向へ押しやってその溝19
.20,21及び22を反対側の翼9に係合させる。
The end of another formwork part 1o is then set up on the groove 6 of this bed plate 4 and pushed in the direction of the stud 7 into its groove 19.
.. 20, 21 and 22 are engaged with the opposite wing 9.

この際、型枠部材10は連繋端部をスタッド7により補
強され型面11が垂直面上で外側へ彎曲するのを阻止さ
れる。
At this time, the connecting end portion of the formwork member 10 is reinforced by the stud 7, and the mold surface 11 is prevented from curving outward on the vertical plane.

以下同様に繋いで行けばいくらでも長い枠が出来上がる
If you connect the following in the same way, you can create as many long frames as you like.

また型枠部材10が規格長さに構成されていて施工場所
に合わない場合は調整部材23を用い、その抱着部24
を隣り合う型枠部材10の上端部の鍔15間に架は渡せ
ばよい。
In addition, if the formwork member 10 is configured to a standard length and does not suit the construction site, the adjustment member 23 is used and the holding portion 24
The frame may be passed between the flanges 15 at the upper ends of adjacent formwork members 10.

この場合調整部材23の下端は自由となっているが、型
面11間にコンクリートが充填されればその圧力によっ
て型面11に圧着する。
In this case, the lower end of the adjusting member 23 is free, but if concrete is filled between the mold surfaces 11, it will be pressed against the mold surface 11 by the pressure.

型面11相互の間隔が充填材料によって広げられる恐れ
のある場合は保定部材25を架設する。
If there is a possibility that the distance between the mold surfaces 11 will be widened by the filling material, a retaining member 25 is installed.

例えば一方の型面部材10の上端部の鍔15に溝27で
嵌め込み、向いの型面部材にも同様に嵌め込めば部材1
0は安定し、両者間の間隔は変化しない。
For example, if the groove 27 is fitted into the collar 15 at the upper end of one mold surface member 10, and the opposite mold surface member is similarly fitted, the member 1
0 is stable and the interval between them does not change.

更に施工線上に曲角部分がある場合は内隅となる型枠部
材10同志の突き合わせ部分に内隅部材31を適用する
Furthermore, if there is a curved part on the construction line, the inner corner member 31 is applied to the butted part of the formwork members 10, which will be the inner corner.

一般的にはこの曲角は900であるので、1方の部材1
0の端面が他方の部材10の背面端部に突き当った状態
となる。
Generally, this curved angle is 900, so one member 1
The end face of the member 10 is in a state where it abuts against the back end of the other member 10.

そこで内隅部材31の基板部32をそれぞれの部材10
の端面に当てがって翼33を溝19,20.21及び2
2に係合させる。
Therefore, the base plate portion 32 of the inner corner member 31 is attached to each member 10.
The blade 33 is inserted into the grooves 19, 20, 21 and 2
2.

これによって型枠部材10の裏面12に沿って充填材料
が洩れ出るのを防げる。
This prevents the filling material from leaking out along the back surface 12 of the formwork member 10.

外隅の場合は一方の型枠部材の端面がこれが突き当る他
方の型枠部材の型面11によって塞がれるので、このよ
うな部材の必要はなく、ステー45や保定部材25の使
用で十分である。
In the case of an outer corner, the end face of one formwork member is covered by the mold face 11 of the other formwork member with which it abuts, so there is no need for such a member, and the use of the stay 45 and retaining member 25 is sufficient. It is.

かくして構成された仮枠の型面11間の空隙に充填材料
を充填し、その固化が済んだらブロック1を残して他を
取外し、次の使用に供える。
The spaces between the mold surfaces 11 of the temporary frame thus constructed are filled with a filling material, and once the filling material has solidified, the blocks 1 are removed, leaving only the blocks 1, ready for the next use.

本発明によれば上述のように構成したので、ブロックを
埋めこるすだげで他の部材は繰り返えし使用することが
でき、型枠部材も使用材料の量は少なくて済み、強度的
には十分で、長尺の施工場所にもまた不定長の場所にも
簡単に適用でき、コーナーがあっても何ら差支えなく使
用できる等、種々の特長がある。
According to the present invention, with the above-described structure, other members can be used repeatedly by simply burying the block, and the amount of material used for the formwork members is small, resulting in improved strength. It has various features, such as being sufficient for long construction sites and sites of indefinite length, and can be used without any problems even if there are corners.

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

第1図は本発明にかかる仮枠の一例を使用状態で示す斜
面図、第2図は同切断側面図、第3図は連繋部分の平面
図である。 1・・・スペーサーブロック、2・・・コンクリート本
体、4・・・台板、5・・・翼片、6・・・受溝、7・
・・スタッド、8・・・腹板、9・・・係合翼、10・
・・型枠部材、11・・・型面、13.14・・・補強
部、15.16・・・鍔、17.18・・・控え、19
.20.21.22゜47・・・溝、23・・・調整部
材、24・・・抱着部、25・・・保定部材、26・・
・翼片、27・・・係止溝、29・・・位置定め孔。
FIG. 1 is a perspective view showing an example of the temporary frame according to the present invention in a used state, FIG. 2 is a cutaway side view of the same, and FIG. 3 is a plan view of a connecting portion. DESCRIPTION OF SYMBOLS 1... Spacer block, 2... Concrete body, 4... Base plate, 5... Wing piece, 6... Receiving groove, 7...
...Stud, 8. Belly plate, 9. Engagement wing, 10.
... Formwork member, 11... Mold surface, 13.14... Reinforcement part, 15.16... Tsuba, 17.18... Retainer, 19
.. 20.21.22゜47...Groove, 23...Adjusting member, 24...Holding portion, 25...Retaining member, 26...
- Wing piece, 27...locking groove, 29...positioning hole.

Claims (1)

【特許請求の範囲】 1 平行な1対の受溝を上面に備え該溝方向に適当間隔
で設置されるスペーサーブロックと、腹板の両側面に直
角に長手方向に沿う係合翼が突出し一端部が該ブロック
の受溝と係合して設立されるスタッドと、背面の上下端
縁部に型面と一体に成形された鍔及びとの鍔端部を背面
と接続する控えとから構成される補強部を有し下部の補
強部でブロックの受溝に嵌合して型面が対向し該上下の
補強部の鍔及び控えの側端部に該背面と平行にかつ自身
の直立状態で上下方向に形成した溝でスタンドの係合翼
と係合して補強される型枠部材と、再端部下面に各1対
の平行翼片によって形成された型枠部材の上部補強部に
適合する係止溝を有した型枠部材間隔保定用保定部材よ
り成る簡易組立式2 既記ブロックはコンクリート本体
とこれに埋設した合板で成り、該合板の上面から各1対
の翼片を垂直に突出させて既記受溝が構成されている特
許請求の範囲第1項記載の簡易組立式仮枠。 3 既記スタッドの腹板の一側端面は隣り合う型枠部材
の型面に一致している特許請求の範囲第1項記載の簡易
組立式仮枠。 4 平行な1対の受溝を上面に備え該溝方向に適当間隔
で設置されるスペーサーブロックと、腹板の両側面に直
角に長手方向に沿う係合翼が突出し一端部が該ブロック
の受溝と係合して設立されるスタッドと、背面の上下端
縁部に型面と一体に成形された鍔及びこの鍔端部を背面
と接続する控えとから構成される補強部を有し下部の補
強部でブロックの受溝に嵌合して型面が対向し該上下の
補強部の鍔及び控えの側端部に該背面と平行にかつ自身
の直立状態で上下方向に形成した溝でスタッドの係合翼
と係合して補強される型枠部材と、型枠部材相互を連繋
する内隅部材と、両端部下面に各1対の平行翼片止よつ
首形成され型枠部材の上部補強部に適合する係止溝を有
した型枠部材間隔保定用保定部材より成る簡易組立式仮
枠。
[Claims] 1. A spacer block having a pair of parallel receiving grooves on the upper surface and installed at appropriate intervals in the direction of the grooves, and engaging blades extending longitudinally at right angles to both sides of the belly plate protruding from one end. It consists of a stud that is established by engaging with the receiving groove of the block, a collar that is integrally molded with the mold surface on the upper and lower edges of the back surface, and a retainer that connects the end of the collar with the back surface. The lower reinforcing part fits into the receiving groove of the block so that the mold surfaces face each other, and the side edges of the upper and lower reinforcing parts are parallel to the back surface and in an upright position. Suitable for the formwork member that is reinforced by engaging with the engagement wings of the stand through the grooves formed in the vertical direction, and the upper reinforcement part of the formwork member that is formed by a pair of parallel wing pieces on the bottom surface of each end. Simple assembly method 2 consisting of a retaining member for maintaining the spacing between formwork members and a retaining groove for maintaining the gap between the formwork members. The easily assembled temporary frame according to claim 1, wherein the receiving groove is configured to protrude. 3. The simple assembly type temporary frame according to claim 1, wherein one end surface of the belly plate of the stud is matched with the mold surface of the adjacent formwork member. 4 A spacer block that has a pair of parallel receiving grooves on the upper surface and is installed at appropriate intervals in the direction of the grooves, and engaging blades that extend along the longitudinal direction at right angles to both sides of the belly plate protrude, and one end of the spacer block is provided with a pair of parallel receiving grooves on the upper surface. The lower part has a reinforcing part consisting of a stud that is established by engaging with the groove, a collar that is integrally molded with the mold surface on the upper and lower edges of the back surface, and a retainer that connects the end of the collar to the back surface. The reinforcing part fits into the receiving groove of the block so that the mold surfaces face each other, and the grooves are formed in the side edges of the brim and retainer of the upper and lower reinforcing parts parallel to the back surface and vertically in the upright state of the block. A formwork member that is reinforced by engaging with the engagement wings of the stud, an inner corner member that interconnects the formwork members, and a formwork member that has a pair of parallel wing pieces stop necks each formed on the lower surface of both ends. A simple assembly type temporary frame consisting of a retaining member for maintaining the interval between formwork members, which has a locking groove that fits the upper reinforcing part of the frame.
JP2934376A 1976-03-19 1976-03-19 Simple assembly type temporary frame Expired JPS5927818B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2934376A JPS5927818B2 (en) 1976-03-19 1976-03-19 Simple assembly type temporary frame

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2934376A JPS5927818B2 (en) 1976-03-19 1976-03-19 Simple assembly type temporary frame

Publications (2)

Publication Number Publication Date
JPS52113516A JPS52113516A (en) 1977-09-22
JPS5927818B2 true JPS5927818B2 (en) 1984-07-09

Family

ID=12273578

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2934376A Expired JPS5927818B2 (en) 1976-03-19 1976-03-19 Simple assembly type temporary frame

Country Status (1)

Country Link
JP (1) JPS5927818B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5817966A (en) * 1981-07-22 1983-02-02 積水ハウス株式会社 Cast splicing method of concrete foundation and temporary frame fixing metal fittings
JPS5932050U (en) * 1982-08-25 1984-02-28 オ−エム工業株式会社 steel formwork
JPS60124447U (en) * 1984-01-31 1985-08-22 後藤 正 Formwork for forming residential foundations

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JPS52113516A (en) 1977-09-22

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