JPS61196065A - Mold frame for constructing foundation of concrete - Google Patents

Mold frame for constructing foundation of concrete

Info

Publication number
JPS61196065A
JPS61196065A JP3496385A JP3496385A JPS61196065A JP S61196065 A JPS61196065 A JP S61196065A JP 3496385 A JP3496385 A JP 3496385A JP 3496385 A JP3496385 A JP 3496385A JP S61196065 A JPS61196065 A JP S61196065A
Authority
JP
Japan
Prior art keywords
formwork
vertical frame
bottom plate
concrete
groove
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
Application number
JP3496385A
Other languages
Japanese (ja)
Other versions
JPH0663360B2 (en
Inventor
明 林
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.)
HAYASHI SEIKO KK
Original Assignee
HAYASHI SEIKO KK
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 HAYASHI SEIKO KK filed Critical HAYASHI SEIKO KK
Priority to JP60034963A priority Critical patent/JPH0663360B2/en
Publication of JPS61196065A publication Critical patent/JPS61196065A/en
Publication of JPH0663360B2 publication Critical patent/JPH0663360B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Foundations (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 [産業上の利用分野〕 本発明はコンクリートの基礎構築用の型枠に関する。[Detailed description of the invention] [Industrial application field] The present invention relates to formwork for constructing concrete foundations.

〔従来の技術〕[Conventional technology]

住宅用の鉄筋コンクリートの基礎は断面が凸字状をなし
、これを厚さ2Mの鉄板よりなる一対の逆り字状の下型
枠と、同様の材料よりなる上型枠により型内にコンクリ
ートを流し込んで構築していたがこれら上下の型枠の組
立が面倒であった。
Reinforced concrete foundations for residential buildings have a convex cross-section, and concrete is poured into the mold using a pair of inverted-shaped lower formwork made of 2M thick iron plates and an upper formwork made of the same material. It was constructed by pouring, but assembling the upper and lower formwork was troublesome.

〔発明が解決しようとする問題点〕[Problem that the invention seeks to solve]

このため本発明者は既に底板と縦枠とよりなる支持体に
より上記上下の型枠を容易かつ確実に支持するようにし
たものを特願昭59−269316号で提案したが、こ
れでは上型枠の底面の溝内にコンクリートが詰まり、繰
り返しの使用に支障を来す欠点がある。
For this reason, the present inventor has already proposed in Japanese Patent Application No. 59-269316 a structure in which the upper and lower formworks are easily and reliably supported by a support consisting of a bottom plate and a vertical frame; The problem is that the grooves on the bottom of the frame get clogged with concrete, making repeated use difficult.

〔問題点を解決するための手段〕[Means for solving problems]

本発明は下型枠の“上端の所々を縦枠の幅に対応する幅
で切起こし、この切起部の上端を水平に折曲してその上
端を縦枠の溝に嵌合した際に下型枠の上端縁が上型枠の
溝の下方に位置するようにした。
The present invention involves cutting and raising the upper end of the lower formwork in places with a width corresponding to the width of the vertical frame, bending the upper end of this cut and raised part horizontally, and fitting the upper end into the groove of the vertical frame. The upper edge of the lower formwork was positioned below the groove of the upper formwork.

〔作 用〕[For production]

このため本発明では上型枠の溝内にコンクリートが詰ま
ることがない。
Therefore, in the present invention, the grooves of the upper formwork are not clogged with concrete.

〔実施例〕〔Example〕

第1図示のように基礎構築用の上溝1内には横方向に細
長い矩形状のプラスチックよりなる底板2.2・・・・
・・を一定の間隔で載置する。第2図(イ)。
As shown in the first diagram, a horizontally elongated rectangular plastic bottom plate 2.2 is provided in the upper groove 1 for foundation construction.
... are placed at regular intervals. Figure 2 (a).

第3図(イ)示のようにこの底板2上に立設するプラス
チック製の縦枠3には第2図(イ)示のように上辺3a
が水平な山形をなし、その上辺38両側と斜辺3b外端
より下方に延びる4本の脚4,4,5゜5を有する。上
記底板2の上面にはこの714 、4゜5.5の下端を
嵌合する4つの係止部6.6.7.7を有する。
As shown in FIG. 3(A), the plastic vertical frame 3 erected on the bottom plate 2 has an upper side 3a as shown in FIG. 2(A).
has a horizontal chevron shape and has four legs 4, 4, 5°5 extending downward from both sides of the upper side 38 and the outer end of the oblique side 3b. The upper surface of the bottom plate 2 has four locking portions 6.6.7.7 into which the lower ends of the bottom plate 714 and 4°5.5 are fitted.

第2図(0)示のようにこの係止部6.7は一対の上端
がY字状に開いた突片10,11よりなり、一方の突片
10には一対の上端が開いた案内枠12 、12で脚4
,5の補強用リブ8が通過する縦の案内溝13を形成し
、他方の突片11には脚4.5の下端の溝14に係合す
る突起15を形成する。
As shown in FIG. 2(0), this locking portion 6.7 consists of a pair of protrusions 10 and 11 whose upper ends are open in a Y-shape, and one of the protrusions 10 has a pair of guide pieces whose upper ends are open. Frame 12, leg 4 with 12
, 5 are formed, and the other protruding piece 11 is formed with a projection 15 that engages with the groove 14 at the lower end of the leg 4.5.

上記斜辺3bの外端には溝1の長手方向に延びる鉄筋1
6.嵌合用の溝17 、17を形成する。
A reinforcing bar 1 extending in the longitudinal direction of the groove 1 is provided at the outer end of the oblique side 3b.
6. Grooves 17, 17 for fitting are formed.

底板2の上面の両端には厚さ211の鋼板よりなる逆り
型の下型枠20の下端を受ける係止部21 、21を設
ける。第2図(0)示のようにこの係止部21゜21も
一対の上端がY字状に開いた突片22 、23よりなり
、第3図(イ)示のようにその一方の突片22には下型
枠20の折返による突部24が係合する突部25を設け
る。この下型枠20の上端縁28においてその所々を上
記縦枠3の幅に対応する幅で切起し、この切起部26の
上端27を水平に折曲する。突部24を設ける代わりに
第3図(ロ)示のような突部25が嵌合する孔29を設
けてもよい。
At both ends of the upper surface of the bottom plate 2, locking portions 21, 21 are provided to receive the lower ends of the inverted lower mold frame 20 made of a steel plate having a thickness of 211 mm. As shown in FIG. 2(0), this locking portion 21 and 21 also consist of a pair of protrusions 22 and 23 whose upper ends are open in a Y-shape, and as shown in FIG. 3(a), one of the protrusions is The piece 22 is provided with a protrusion 25 with which a protrusion 24 formed by folding the lower formwork 20 engages. The upper end edge 28 of this lower formwork 20 is cut and raised in places with a width corresponding to the width of the vertical frame 3, and the upper end 27 of this cut and raised part 26 is bent horizontally. Instead of providing the protrusion 24, a hole 29 into which the protrusion 25 fits as shown in FIG. 3(b) may be provided.

第2,3図(イ)示のように縦枠3の上辺3aの両側に
は突起30 、30を設け、この突起30 、30の外
側には上記下型枠20の切起部26の上端27を嵌合す
る溝31 、31を水平方向に設け、この溝31 、3
1の上側にはその下型枠20の上端27を係止するスト
ッパ32゜32を設ける。
As shown in FIGS. 2 and 3 (A), projections 30, 30 are provided on both sides of the upper side 3a of the vertical frame 3, and the upper end of the cut-out portion 26 of the lower formwork 20 is provided on the outside of the projections 30, 30. Grooves 31 , 31 into which 27 are fitted are provided in the horizontal direction, and these grooves 31 , 3
1 is provided with a stopper 32° 32 for locking the upper end 27 of the lower formwork 20.

第2図(イ)示のように厚さ2鶴の鋼板よりなる上型枠
33は一対の箱型の部材34 、34よりなり、その底
面には上記突起30を嵌合する長手方向に延びる溝35
を有する。
As shown in FIG. 2(a), the upper formwork 33 made of a steel plate with a thickness of 2 mm is made up of a pair of box-shaped members 34, 34, and the bottom surface thereof has a longitudinally extending portion into which the projection 30 is fitted. Groove 35
has.

上記部材34 、34の上端の所々は第1図(El)示
のような連結具36により連結する。この連結具36の
下面には上記部材34の上端を嵌合保持する溝37゜3
7を突起38 、38・・・・・・により形成する。
The upper ends of the members 34, 34 are connected to each other by connectors 36 as shown in FIG. 1 (El). The lower surface of this connector 36 has a groove 37°3 into which the upper end of the member 34 is fitted and held.
7 is formed by protrusions 38, 38, .

次にこの装置の使用法を説明する。第1図示のように土
の溝1内には一定の間隔で底板2,2・・・・・・を横
方向に置く。次にその上に例えば実願昭57−1180
15号に示すような筒枠を置く。次にその筒枠の間に縦
枠3・・・・・・の脚4.4.5.5を挿入し、その下
端を底板2の係止部6.6.7゜7に嵌合すると共にそ
の溝17.17内に部枠の長手方向に延びる鉄筋16 
、16を嵌合する。かくして下型枠20 、20の下端
を係止部21 、21に係合し、またその切起部26の
上端27を溝31 、31に嵌合する。次に上型枠33
 、33の溝35 、35を上突起30 、30内に嵌
釡し、その上型枠33 、33の上端の所々を連結具j
6の溝37 、37に嵌合して互いに一定間隔に連結す
る。
Next, how to use this device will be explained. As shown in the first diagram, bottom plates 2, 2, . . . are placed laterally in the soil groove 1 at regular intervals. Next, on top of that, for example, Utility Application 57-1180
Place a cylinder frame as shown in No. 15. Next, insert the legs 4.4.5.5 of the vertical frame 3 between the cylinder frames, and fit the lower ends into the locking parts 6.6.7°7 of the bottom plate 2. and a reinforcing bar 16 extending in the longitudinal direction of the frame within the groove 17.17.
, 16 are fitted. In this way, the lower ends of the lower forms 20, 20 are engaged with the locking parts 21, 21, and the upper ends 27 of the cut and raised parts 26 are fitted into the grooves 31, 31. Next, the upper formwork 33
, 33 are fitted into the upper projections 30 , 30, and the upper ends of the upper formworks 33 , 33 are connected in places with the connecting tools j.
6, and are connected to each other at a constant interval.

かくして上型枠33 、33と下型枠20 、20間に
コンクリートを打ち込み固化させると断面凸字状の基礎
が構築される。この際上型枠33の溝35の下方には下
型枠20の上端縁28があるので、その溝35内にコン
クリートが詰まることがない。次に連結具36.36を
外せば、上型枠33 、33を外すことができる。
When concrete is poured between the upper formworks 33, 33 and the lower formworks 20, 20 and hardened, a foundation having a convex cross section is constructed. At this time, since the upper edge 28 of the lower formwork 20 is located below the groove 35 of the upper formwork 33, the groove 35 will not be clogged with concrete. Next, by removing the connectors 36, 36, the upper forms 33, 33 can be removed.

またストッパ32 、32をこわし、たがね等を上方よ
り挿入して係止部21 、21の外側の突片22 、2
2をこわせば、下型枠20 、20も外すことができる
Also, break the stoppers 32 , 32 and insert a chisel or the like from above to
By breaking 2, the lower forms 20 and 20 can also be removed.

第4図は上型枠20の他の例を示すもので、その上端縁
28にはコンクリートが外に流出するのを阻止する堤2
8aを垂直に形成したものである。
FIG. 4 shows another example of the upper formwork 20, in which an embankment 2 is provided at the upper edge 28 to prevent concrete from flowing out.
8a is formed vertically.

〔効 果〕〔effect〕

以上のように本発明では下得て訃の切起部の上端を縦枠
の溝に嵌合した際に下型枠の上端縁が上型枠の溝の下方
に位置し、上型枠の溝内にコンクリートが詰まることが
なく、上型枠を繰り返し使用しうるものである。
As described above, in the present invention, when the upper end of the cut edge of the lower end is fitted into the groove of the vertical frame, the upper edge of the lower form is located below the groove of the upper form, and the upper edge of the lower form is located below the groove of the upper form. The grooves are not clogged with concrete, and the upper formwork can be used repeatedly.

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

第1図(イ)は本発明の一実施例の概略を示す斜祖国、
(U)はその連結具の端面図、第2図(イ)は縦枠の正
面図、(El)は底板の正面図、第3図(イ)は縦枠の
上部と下型枠の斜視図、(0)はその下型枠の他の例の
斜視図、第4図はその下型枠の他の例の斜視図である。 2・・・・・・底板、3・・・・・・縦枠、4,5・・
・・・・脚、6゜7・・・・・・係止部、16・・・・
・・鉄筋、17・・・・・・溝、20・・・・・・下型
枠、21・・・・・・係止部、26・・・・・・切起部
、27・・・・・・上端、28・・・・・・上端縁、3
1・・・・・・溝、33・・・・・・上型枠、34・・
・・・・溝、30・・・・・・突起。 箋3田 簿g目
FIG. 1(A) shows an outline of an embodiment of the present invention.
(U) is an end view of the connector, Figure 2 (A) is a front view of the vertical frame, (El) is a front view of the bottom plate, and Figure 3 (A) is a perspective view of the upper and lower formwork of the vertical frame. FIG. 4A is a perspective view of another example of the lower formwork, and FIG. 4 is a perspective view of another example of the lower formwork. 2...Bottom plate, 3...Vertical frame, 4,5...
...Leg, 6゜7...Locking part, 16...
...Reinforcement bar, 17...Groove, 20...Lower formwork, 21...Locking part, 26...Cut part, 27... ...Top edge, 28...Top edge, 3
1... Groove, 33... Upper formwork, 34...
...Groove, 30...Protrusion. Note 3 field book g

Claims (2)

【特許請求の範囲】[Claims] (1)基礎に対し横方向に延びる底板と、それに立設す
る縦枠とよりなり、上記底板の上面には縦枠の下部の脚
を嵌合する係止部を設け、底板上面の両端には逆L型の
下型枠の下端を受ける係止部を設け、この下型枠の上端
縁の所々を縦枠の幅に対応する幅で切起し、この切起部
の上端を水平に折曲し、縦枠の上部両側にはその逆L型
の下型枠の上端を受ける溝及び上型枠の下端を嵌合する
部分を設けてなるコンクリートの溝の基礎構築用の型枠
(1) Consisting of a bottom plate extending horizontally to the foundation and a vertical frame erected on the bottom plate, the top surface of the bottom plate is provided with a locking part that engages the lower legs of the vertical frame, and the top surface of the bottom plate is provided with a locking part that engages with the lower legs of the vertical frame. A locking part is provided to receive the lower end of the inverted L-shaped lower form, and the upper edge of this lower form is cut and raised in places with a width corresponding to the width of the vertical frame, and the upper end of this cut and raised part is made horizontally. A formwork for constructing a foundation for a concrete groove, which is bent and has a groove for receiving the upper end of the inverted L-shaped lower formwork on both sides of the upper part of the vertical frame, and a part for fitting the lower end of the upper formwork.
(2)上記底板と縦枠は合成樹脂により製造してなる特
許請求の範囲第1項記載のコンクリートの基礎構築用の
型枠。
(2) The formwork for constructing a concrete foundation according to claim 1, wherein the bottom plate and the vertical frame are made of synthetic resin.
JP60034963A 1985-02-22 1985-02-22 Formwork for concrete foundation construction Expired - Lifetime JPH0663360B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP60034963A JPH0663360B2 (en) 1985-02-22 1985-02-22 Formwork for concrete foundation construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP60034963A JPH0663360B2 (en) 1985-02-22 1985-02-22 Formwork for concrete foundation construction

Publications (2)

Publication Number Publication Date
JPS61196065A true JPS61196065A (en) 1986-08-30
JPH0663360B2 JPH0663360B2 (en) 1994-08-22

Family

ID=12428797

Family Applications (1)

Application Number Title Priority Date Filing Date
JP60034963A Expired - Lifetime JPH0663360B2 (en) 1985-02-22 1985-02-22 Formwork for concrete foundation construction

Country Status (1)

Country Link
JP (1) JPH0663360B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0333325A (en) * 1989-06-28 1991-02-13 Masaaki Aoyama Fancy form

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5394407A (en) * 1977-01-31 1978-08-18 Nat Jutaku Kenzai Method of building foundation
JPS5926740A (en) * 1982-08-04 1984-02-13 Mita Ind Co Ltd Electrophotographic pressure-fixable toner and its manufacture

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5394407A (en) * 1977-01-31 1978-08-18 Nat Jutaku Kenzai Method of building foundation
JPS5926740A (en) * 1982-08-04 1984-02-13 Mita Ind Co Ltd Electrophotographic pressure-fixable toner and its manufacture

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0333325A (en) * 1989-06-28 1991-02-13 Masaaki Aoyama Fancy form

Also Published As

Publication number Publication date
JPH0663360B2 (en) 1994-08-22

Similar Documents

Publication Publication Date Title
JPS61196065A (en) Mold frame for constructing foundation of concrete
JPH04118423A (en) Precast l type retaining wall
JPH0545744B2 (en)
JP2000248678A (en) Shear reinforcing member, half-pc member, and method for constructing floor slab and wall using the same
JPS6241076Y2 (en)
JPS61146965A (en) Support for holding mold frame for constructing foundation of concrete
US4391429A (en) Form tie
JPH0220270Y2 (en)
JPH0220269Y2 (en)
JPH0320410Y2 (en)
JPH0649619Y2 (en) Formwork for slope protection construction
KR0132926Y1 (en) Blocks
JPH0352821Y2 (en)
JPH077384Y2 (en) Panels for surface formation of concrete foundations
JPS61196066A (en) Mold frame for constructing concrete
JPS6223867Y2 (en)
JPH0220268Y2 (en)
JPS60119846A (en) Building block
JPS5910435U (en) formwork support plate
JPS6223866Y2 (en)
JPS5856265Y2 (en) Reinforcement structure unit
JPH0220267Y2 (en)
JPH0211475Y2 (en)
JPH061989Y2 (en) Block stacking jig
JP2978143B2 (en) Retaining wall construction block