JPS6370771A - Method for assembling foundation concrete mold frame - Google Patents
Method for assembling foundation concrete mold frameInfo
- Publication number
- JPS6370771A JPS6370771A JP21335386A JP21335386A JPS6370771A JP S6370771 A JPS6370771 A JP S6370771A JP 21335386 A JP21335386 A JP 21335386A JP 21335386 A JP21335386 A JP 21335386A JP S6370771 A JPS6370771 A JP S6370771A
- Authority
- JP
- Japan
- Prior art keywords
- foundation
- formwork
- base
- concrete
- frame
- 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
- 238000000034 method Methods 0.000 title claims description 8
- 238000009415 formwork Methods 0.000 claims description 47
- 230000001105 regulatory effect Effects 0.000 claims description 7
- 238000010276 construction Methods 0.000 description 3
- 125000006850 spacer group Chemical group 0.000 description 3
- 239000004575 stone Substances 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
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) [Abstract] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
(イ)産業上の利用分野
本発明はベースコンクリートの型枠と基礎コンクリート
の型枠を順次組立て、ベースコンクリートと基礎コンク
リートとを相次いで打ち込むようにする基礎コンクリー
ト型枠の組立方法に関する。Detailed Description of the Invention (a) Industrial Application Field The present invention relates to a basic concrete form in which a base concrete form and a foundation concrete form are sequentially assembled, and the base concrete and foundation concrete are poured one after another. Regarding the assembly method.
(ロ)従来技術
従来、基礎コンクリ−)177打ち込み方法としてベー
スコンクリートをその型枠内に打ち込み、これが硬化し
てから基礎型枠を前記硬化したベースコンクリート上に
組立て、この型枠内にコンクリートを流入させる方法と
、ベースコンクリート型枠と基礎型枠とを組立た後、ベ
ース部分と基礎部分とに生コンクリートを順次流入させ
て一体にして硬化させる方法とがあった。(B) Prior art Conventional, foundation concrete) 177 As a pouring method, base concrete is poured into the formwork, and after it hardens, the foundation formwork is assembled on the hardened base concrete, and concrete is poured into the formwork. There was a method of pouring fresh concrete into the concrete, and a method of assembling the base concrete formwork and the foundation formwork, and then pouring fresh concrete into the base portion and the foundation portion one after another and curing them as one body.
(ハ)発明が解決しようとする問題点
前記既知の方向の内、前者はベースコンクリートと基礎
コンクリートとの層が分離するので望ましくなく、後者
はベースコンクリートが硬化する途中で基礎コンクリー
トを打ち込むので、ベースコンクリートと基礎コンクリ
ートとを一体に形成することができる。(c) Problems to be solved by the invention Among the above-mentioned known directions, the former is undesirable because the layers of base concrete and foundation concrete separate, and the latter is undesirable because the foundation concrete is poured while the base concrete is hardening. The base concrete and foundation concrete can be integrally formed.
しかし、後者の型枠組立て方法は根切り溝内にベースコ
ンクリート型枠を組立て、このベースコンクリート型枠
の幅の中間にその長さ方向に適当な間隔をおいてコンク
リートを山形に積上げ、これに馬と称する支持金をそれ
ぞれ押し込むと共にそれらの支持金を直線状にかつ水平
に揃え、上記コンクリートが硬化した後、基礎型枠を前
記支持金上に組付けていたので、多数のコンクリートの
山を造る作業及びそれらに支持金を挿入すると共に位置
及び高さを調整する作業が面倒であり、かつコンクリー
トが硬化した後でないと基礎型枠の組付けを行なうこと
ができないので、作業時間が著しく長くなる等の問題点
があった。However, the latter method of assembling formwork involves assembling a base concrete formwork within the root cutting groove, and piling up concrete in a chevron shape at appropriate intervals in the length direction in the middle of the width of this base concrete formwork. The supports called "horses" were pushed in and aligned straight and horizontally, and after the concrete had hardened, the foundation formwork was assembled on the supports, so many piles of concrete were removed. The construction work and the work of inserting supports and adjusting their positions and heights are troublesome, and the foundation formwork cannot be assembled until after the concrete has hardened, so the work time is extremely long. There were some problems.
(ニ)問題点を解決するための手段
本発明は根切り溝内にベースコンクリート枠を組立て、
該ベースコンクリートの対向する側枠を、両端に下向き
の保合部を有していて中間部上面に基礎型枠の載置間隔
より若干広い凹部付きの連結支持枠で複数箇所連結し、
それらの連結支持枠の凹部に両側の基礎型枠を嵌合する
と共にそれらの基礎型枠の下部のフランジに間隔保持具
の係止段部を脱落しないように係合して下部間隔を規制
し、前記基礎型枠の上部に間隔保持金を嵌合して上部間
隔を規制することにより、連結支持枠でベースコンクリ
ート型枠の間隔を規制しながら基礎型枠の支持手段とな
し、また前記連結支持枠の中央の一対の受溝は基礎型枠
の下部位置を緩やかに規制して支持しながら幅方向の移
動を許容して基礎型枠の位置調節を可能し、基礎型枠を
空間に支持した状態でありながら下部の間隔を確実に規
制し得るようにして前述の問題点を解決した。(d) Means for solving the problem The present invention assembles a base concrete frame in the root cutting groove,
The opposing side frames of the base concrete are connected at multiple points using a connecting support frame that has downward retaining portions at both ends and has a concave portion slightly wider than the mounting interval of the foundation formwork on the upper surface of the intermediate portion, and
The base forms on both sides are fitted into the recesses of the connecting support frames, and the locking steps of the spacing holders are engaged with the lower flanges of the base forms to prevent them from falling off, thereby regulating the lower spacing. , by fitting a spacing retainer to the upper part of the foundation formwork to regulate the upper interval, the connecting support frame serves as a support means for the foundation formwork while regulating the interval between the base concrete forms, and the connection A pair of receiving grooves in the center of the support frame gently regulates and supports the lower position of the foundation formwork, while allowing movement in the width direction to adjust the position of the foundation formwork, supporting the foundation formwork in space. The above-mentioned problem has been solved by making it possible to reliably regulate the distance between the lower parts even when the space is in a closed state.
(ホ)作用
根切り溝の底部にぐり石及び砂利を投入して突き固め、
その上に直接又はステコンを打ってからベース型枠を組
立て、その左右の枠板に適当な間隔をおいて連結支持枠
を嵌合し、しかる後、前記連結支持枠の受溝に基礎型枠
の下部を嵌合して立設すると共に連結金の係止段部を係
合して位置調節しながら下部間隔を規制し、上部には間
隔規制具を嵌合する。(e) Putting stones and gravel into the bottom of the root cutting groove and compacting it;
Assemble the base formwork directly or after driving a steel plate on top of it, fit the connecting support frame to the left and right frame plates at an appropriate interval, and then fit the base formwork into the receiving groove of the connecting support frame. The lower part of the connector is fitted and erected, and the lower part interval is regulated while adjusting the position by engaging the locking stepped part of the link, and the interval regulating tool is fitted to the upper part.
このような状態で生コンクリートをベース型枠及び基礎
型枠に流入させる。In this state, fresh concrete is allowed to flow into the base formwork and foundation formwork.
(へ)実施例
本発明の一実施例を図面について説明すると、常法に従
って根切りを行なってからぐり石及び砂利を敷いて付き
固め、その上にステコンを打ち込むか又は打ち込むこと
なく直接、鉄筋を配筋してから側枠1・φ (適宜の長
さ、例えば1818mmのと1363.5mmのものを
基礎の形状及び規模に応じて組合せる)及び内外のコー
ナー枠8,12・φを所定の位置に並べ、相隣る側枠1
・・のフランジ3・嗜の端部に穿設された孔4・・及び
側板5−・の長孔6・・にU字状連結金具7・・を貫挿
することにより連結し、基礎の角部においては逆り字状
をなす内コーナー枠8の内側に、内側の側枠1の端部を
重合して内コーナー枠8のフランジ10の孔11と側枠
の孔4とに前記U字状連結金具7,7を貫挿して連結す
る。(f) Example An example of the present invention will be explained with reference to the drawings. The root is cut in accordance with the usual method, and after it is compacted by laying stone and gravel, reinforcing bars are driven directly on top of it, or without being driven in. After placing the reinforcement, set the side frame 1.φ (combine appropriate lengths, for example, 1818 mm and 1363.5 mm depending on the shape and scale of the foundation) and the inner and outer corner frames 8, 12.φ. Arrange them in the position of the adjacent side frames 1.
They are connected by inserting the U-shaped connecting fittings 7 into the holes 4 drilled in the ends of the flanges 3 and the long holes 6 of the side plates 5, and connect them to the foundation. At the corner, the end of the inner side frame 1 is overlapped with the inside of the inner corner frame 8 forming an inverted letter shape, and the above-mentioned U is formed between the hole 11 of the flange 10 of the inner corner frame 8 and the hole 4 of the side frame. The connection is made by inserting the letter-shaped connecting fittings 7, 7 through them.
外コーナー枠12の外側にも外側に位置する側枠1の端
部を重合し、内コーナー枠8と同様にU字状連結金具7
,7を貫挿して連結することによりベース型枠組立が完
了する。Also on the outside of the outer corner frame 12, the ends of the side frames 1 located on the outside are overlapped with each other, and a U-shaped connecting fitting 7 is formed in the same manner as the inner corner frame 8.
, 7 are inserted and connected to complete the base formwork assembly.
前述のように組立てた前記ベース型枠の側枠1.1の外
側に嵌合させてその間隔を規制する連結支持枠13は、
第11図に示すように水平部の一側上方へ、他側を下方
へそれぞれ折曲してZ型状等に構成されており、その垂
下部の両端部寄り下部に前記側枠1・・が嵌合する溝か
らなる係合部13aを設け、立上り部の中央には基礎幅
と基礎型枠15.15幅との合計幅より調節幅だけ広く
い凹部IBを設けてあり、複数本の連結支持枠13の係
合部13a、13aを適当な間隔、例えば1818mm
の間隔で前記左右の側枠1,1に上方から第12図に示
すように係合する。The connecting support frame 13 is fitted onto the outside of the side frame 1.1 of the base formwork assembled as described above to regulate the interval therebetween.
As shown in Fig. 11, one side of the horizontal part is bent upward and the other side is bent downward, respectively, to form a Z-shape or the like, and the side frame 1 is formed at the lower part near both ends of the hanging part. An engaging portion 13a consisting of a groove into which a plurality of The engaging parts 13a, 13a of the connection support frame 13 are spaced at an appropriate distance, for example, 1818 mm.
It engages with the left and right side frames 1, 1 from above at an interval of , as shown in FIG. 12.
しかる後、上下にフランジを有する前記基礎型枠15・
・を上記連結支持枠13・・の凹部16・・に2列嵌合
すると共にその下部を間隔保持具17・・で連結する。After that, the basic formwork 15 having flanges on the upper and lower sides is
are fitted into two rows of recesses 16 of the connection support frame 13, and their lower portions are connected by spacer retainers 17.
この間隔保持具17は第13図に示すもの、又はその他
の変形であって、板体18の一側の両端部と、それから
前記基礎型枠15のフランジと同じ幅だけ中央側へ偏位
した部位とを切り起すと共に両端の起立部20.20の
下部内側に係止段部21.21を穿設し、両側で対をな
す起立部20.22の間を上方へ向けて弯曲乃至緩やか
に折曲したものであって、中間の起立部22.22の外
側上部は斜めに切欠しであるので、前記基礎型枠15・
φを組立てるに当って、先ず、フランジの外側縁を係止
段部21・・に係合すると共に内側縁を起立部22.2
2の傾斜面に当接して下方へ押すと上記弯曲部乃至折曲
部を押し延ばしながら他側が起立部22.22の傾斜面
22aに沿って滑落することとなり、結局、組をなす起
立部20.22間に嵌合する。This spacing holder 17 is the one shown in FIG. 13, or any other modification, and has both ends on one side of the plate 18 and is offset toward the center by the same width as the flange of the base formwork 15. At the same time, a locking step portion 21.21 is bored inside the lower part of the standing portions 20.20 at both ends, and the portion is curved or gently curved upward between the pair of standing portions 20.22 on both sides. It is bent, and the outer upper part of the intermediate upright part 22.22 is cut out diagonally, so that the base formwork 15.
When assembling φ, first, the outer edge of the flange is engaged with the locking step portion 21, and the inner edge is attached to the upright portion 22.2.
2, the other side slides down along the inclined surface 22a of the standing portion 22.22 while pushing the curved portion or bent portion downward, and as a result, the standing portion 20 forming the set .22.
更に、対向する基礎型枠15.15の上部外側に二対の
係止片を有する既知の間隔保持金23・争(第14図参
照)係合して連結する。Further, a known spacer retainer 23 (see FIG. 14) having two pairs of locking pieces on the outside of the upper part of the opposing base forms 15 and 15 is engaged and connected.
この時、ベースコンクリートは完成時に埋め込むもので
、側枠1・・は正規の設置位置から多少ずれていても支
承がないのに対し、基礎コンクリートは所定の位置に設
ける必要がある。At this time, the base concrete is to be buried at the time of completion, and while the side frames 1 do not have any support even if they are slightly deviated from the normal installation position, the foundation concrete needs to be installed at a predetermined position.
従って、ベース型枠の正確な位置合せは省略して省力化
する。Therefore, accurate positioning of the base formwork is omitted, saving labor.
そして、基礎型枠15・・を前記連結支持枠13・・の
凹部16・・に嵌合すると共に間隔保持具17φ曇、2
3・・で結合した場合、連結した基礎型枠15・・は必
ずしも直線状をなしておらず多少左右にずれた部分があ
るが、連結支持枠13・・の上部の凹部16・・の幅は
前述のように基礎型枠15.15をセット幅より多少広
くなっているので、基礎型枠15、15を凹部16・・
に嵌合して支持した状態で左右に移動調節することによ
り位置合せすることができる。Then, the basic formwork 15... is fitted into the recess 16... of the connection support frame 13...
3..., the connected foundation formwork 15... is not necessarily in a straight line, and there are some parts that are slightly shifted left and right, but the width of the recess 16... at the top of the connecting support frame 13... As mentioned above, the foundation formwork 15.15 is slightly wider than the set width, so the foundation formwork 15, 15 is connected to the recess 16...
Alignment can be achieved by adjusting the position by moving left and right while being fitted and supported.
また、左右で対向する側枠1,1の間には多少の高低差
を生ずることがあるが、側枠1,1の間隔は基礎の幅の
約3倍になっているので、基礎型枠15.15の高低差
は僅かになり、かつ基礎の上面はモルタルで水平に手直
しするので実用上支承はない。In addition, although there may be some height difference between the side frames 1 and 1 that face each other on the left and right, the distance between the side frames 1 and 1 is approximately three times the width of the foundation, so the foundation form 15.15 The difference in height will be small, and the top surface of the foundation will be leveled with mortar, so there will be no practical support.
このようにして型枠の組付けが終ったならば、ベース型
枠に生コンクリートを打ち込み、これが成程度硬化した
状態、即ち、基礎型枠15.15の間に生コンクリート
を流し込んでもその下部から流出しない状態になったな
らば基礎型枠15.15間に生コンクリートを打ち込む
。硬化後、基礎型枠15・参を取外し、連結支持枠13
・・の外側端の垂下部(係合部13aの外側部分)を基
礎と平行な方向へ適宜の後部により曲げ、U字状連結金
具7・・を抜き取ると、側枠1φ命を容易に取外すこと
ができる。Once the formwork has been assembled in this way, pour ready-mixed concrete into the base formwork, and when it has hardened to a certain degree, even if the ready-mixed concrete is poured between the base formwork 15. Once the condition is reached that it will not flow out, pour ready-mixed concrete between the foundation formwork 15.15. After curing, remove the base formwork 15 and the connecting support frame 13.
By bending the hanging part of the outer end (the outer part of the engaging part 13a) in a direction parallel to the foundation with an appropriate rear part and removing the U-shaped connecting fitting 7..., the side frame 1φ can be easily removed. be able to.
なお、基礎の角部は既に提案した内コーナー枠と外コー
ナー枠とで基礎型枠の端部を連結する。In addition, the corners of the foundation are connected to the ends of the foundation formwork using the already proposed inner corner frame and outer corner frame.
(ト)発明の効果
本発明は前述のように根切り溝内にベースコンクリート
枠を組立て、該ベースコンクリートの対向する側枠l・
・を、両端に下向きの係合部13a、13aを有してい
て中間部上面に基礎型枠15・・の載置間隔より若干広
い凹部18付きの連結支持枠13・・で複数箇所連結し
、それらの連結支持枠13争・の凹部18・・に両側の
基礎型枠15・・を嵌合すると共にそれらの基礎型枠1
5・・の下部のフランジに間隔保持具17・・の係止段
部21を脱落しないように係合して下部間隔を規制し、
前記基礎型枠15ΦΦの上部に間隔保持金23・・を嵌
合して上部間隔を規制するようにしたので、ベース型枠
と基礎型枠15・Φとを組立てでからベースコンクリー
トの完全硬化を待つことなくそれらに相次いでコンクリ
ートを打ち込むことが可能で工期を短縮することができ
る工法でありながら、組立てたベース型枠の側枠1・・
に連結支持枠13・・を係合してその間隔を規制しなが
ら連結支持枠1311・の凹部16φ・に基礎型枠15
・・の下部を載せて支持することができ、この支持状態
で基礎型枠15・・の位置合せを凹部16・・の幅の範
囲内で安全にかつ従来法より著しく迅速にしかも低コス
トにて行なうことができる。(g) Effects of the invention As described above, the present invention assembles a base concrete frame in the root cutting groove, and the opposing side frames l and
・are connected at multiple locations by a connection support frame 13, which has downward engaging portions 13a, 13a at both ends, and has a recess 18 on the upper surface of the intermediate portion, which is slightly wider than the mounting interval of the foundation formwork 15. , the foundation forms 15 on both sides are fitted into the recesses 18 between the connecting support frames 13, and the foundation forms 1
5. engages the locking stepped portion 21 of the spacing retainer 17 with the lower flange of the spacing member 17 so as not to fall off, thereby regulating the lower spacing;
Since the spacing retainer 23 is fitted to the upper part of the base formwork 15ΦΦ to regulate the upper interval, it is possible to completely harden the base concrete after assembling the base formwork and the foundation formwork 15Φ. Although this construction method can shorten the construction period by pouring concrete one after another without waiting, the side frame 1 of the assembled base form...
The foundation formwork 15 is inserted into the recess 16φ of the connection support frame 1311 while regulating the interval by engaging the connection support frame 13 with the connection support frame 1311.
... can be placed and supported, and in this supported state, the foundation formwork 15 ... can be aligned safely within the width of the recess 16 ..., significantly faster and at a lower cost than conventional methods. can be done.
図面は本発明の一実施例を示すものであって、第1図は
ベース型枠の側枠の平面図、第2図は同上正面図、第3
図は同上背面図、第4図(a)は同上側面図、(b)は
第1図のA−A断面図、(C)は同上B−B断面図、第
5図は側枠の連結状態を示す断面図、第6図は内コーナ
ー枠の平面図、第7図は同上正面図、第8図は外コーナ
ー枠の平面図、第9図は同上正面図、第10図は内コー
ナ一部の連結状態を示す斜視図、第11図は連結支持枠
の斜視図、第12図はベース型枠と基礎型枠とを組立て
た状態の断面図、第13図は下方の間隔保持具の平面図
、第14図は上方の間隔保持金の斜視図である。The drawings show one embodiment of the present invention, in which Fig. 1 is a plan view of the side frame of the base formwork, Fig. 2 is a front view of the same, and Fig. 3 is a plan view of the side frame of the base formwork.
The figure is a rear view of the same as the above, Figure 4 (a) is a side view of the same as the above, (b) is a sectional view taken along A-A in Figure 1, (C) is a sectional view taken along B-B of the same as the above, and Figure 5 is the connection of the side frame. A sectional view showing the state, FIG. 6 is a plan view of the inner corner frame, FIG. 7 is a front view of the same as above, FIG. 8 is a plan view of the outer corner frame, FIG. 9 is a front view of the same as above, and FIG. 10 is a plan view of the inner corner. FIG. 11 is a perspective view of the connecting support frame, FIG. 12 is a cross-sectional view of the assembled base form and foundation form, and FIG. 13 is the lower spacing holder. FIG. 14 is a perspective view of the upper spacer.
Claims (1)
コンクリートの対向する側枠1・・を、両端に下向きの
係合部13a、13aを有していて中間部上面に基礎型
枠15・・の載置間隔より若干広い凹部16付きの連結
支持枠13・・で複数箇所連結し、それらの連結支持枠
13・・の凹部16・・に両側の基礎型枠15・・を嵌
合すると共にそれらの基礎型枠15・・の下部のフラン
ジに間隔保持具17・・の係止段部21を脱落しないよ
うに係合して下部間隔を規制し、前記基礎型枠15・・
の上部に間隔保持金23・・を嵌合して上部間隔を規制
するようにしたことを特徴とする基礎コンクリート型枠
の組立方法。A base concrete frame is assembled in the root cutting groove, and the opposing side frames 1 of the base concrete have downward engaging portions 13a, 13a at both ends, and a foundation formwork 15 on the upper surface of the intermediate portion. A plurality of connection support frames 13... having recesses 16 slightly wider than the mounting interval are used to connect multiple locations, and the foundation forms 15 on both sides are fitted into the recesses 16 of the connection support frames 13... The locking steps 21 of the spacing holders 17 are engaged with the lower flanges of the foundation formworks 15 of the base formworks 15 so as not to fall off, thereby regulating the lower spacing, and
A method for assembling a basic concrete form, characterized in that a spacing retainer 23 is fitted to the upper part of the frame to regulate the upper interval.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP21335386A JPS6370771A (en) | 1986-09-10 | 1986-09-10 | Method for assembling foundation concrete mold frame |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP21335386A JPS6370771A (en) | 1986-09-10 | 1986-09-10 | Method for assembling foundation concrete mold frame |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS6370771A true JPS6370771A (en) | 1988-03-30 |
JPH0469703B2 JPH0469703B2 (en) | 1992-11-06 |
Family
ID=16637759
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP21335386A Granted JPS6370771A (en) | 1986-09-10 | 1986-09-10 | Method for assembling foundation concrete mold frame |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS6370771A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH03115622A (en) * | 1989-09-29 | 1991-05-16 | Kubota Corp | Method for molding footing of house |
JPH08128051A (en) * | 1994-10-28 | 1996-05-21 | Shoji Matsuzawa | Constructing method for continuous footing and connecting metal fitting for its constructing form |
JPH08158379A (en) * | 1994-12-07 | 1996-06-18 | Daikyo Home:Kk | Construction of placing concrete at one time by using thermal-insulating board-receiving separator for form |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5717340U (en) * | 1980-06-28 | 1982-01-29 |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5717340B2 (en) * | 1973-03-02 | 1982-04-10 |
-
1986
- 1986-09-10 JP JP21335386A patent/JPS6370771A/en active Granted
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5717340U (en) * | 1980-06-28 | 1982-01-29 |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH03115622A (en) * | 1989-09-29 | 1991-05-16 | Kubota Corp | Method for molding footing of house |
JPH08128051A (en) * | 1994-10-28 | 1996-05-21 | Shoji Matsuzawa | Constructing method for continuous footing and connecting metal fitting for its constructing form |
JPH08158379A (en) * | 1994-12-07 | 1996-06-18 | Daikyo Home:Kk | Construction of placing concrete at one time by using thermal-insulating board-receiving separator for form |
Also Published As
Publication number | Publication date |
---|---|
JPH0469703B2 (en) | 1992-11-06 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JP6667850B2 (en) | Method of manufacturing concrete block for solid foundation and method of constructing solid foundation | |
JPS6370771A (en) | Method for assembling foundation concrete mold frame | |
JP3841493B2 (en) | Construction method of viaduct using PCa concrete member | |
JPS6129891Y2 (en) | ||
JP2641182B2 (en) | Slope stabilization method and slope expansion method | |
JPH04330119A (en) | Building foundation constructing method | |
JP2539736B2 (en) | Fabric foundation construction method and formwork support used for it | |
JP2608253B2 (en) | Open channel installation method | |
JPH0421874Y2 (en) | ||
JP3061724U (en) | Foundation blocks and building foundations | |
JPH0811119A (en) | Manufacturing concrete shuttering of foundation of precast concrete | |
JPS6013834Y2 (en) | silo | |
JPH11343628A (en) | Footing/retaining wall construction material and construction method therefor | |
JPH026901B2 (en) | ||
JPH077384Y2 (en) | Panels for surface formation of concrete foundations | |
JPH05311675A (en) | Beam bottom member for foundation beam and foundation beam construction method | |
JP3035385U (en) | Foundation reinforcement | |
JPH08284183A (en) | Concrete block and construction method for retaining wall using the block | |
JP3021249B2 (en) | Precast concrete entrance foundation structure | |
JPH08105059A (en) | Concrete strip footing and forming method thereof | |
JPH05214733A (en) | Concrete foundation construction method and jig used therefor | |
JPS5911166Y2 (en) | Cast-in-place formwork for sewer gutters | |
JP2817967B2 (en) | Fabric foundation and construction method | |
JP2000160575A (en) | Foundation reinforcing frame for structure and form supporting tool | |
JP3095417U (en) | Large assembled culvert constructed of precast concrete and cast-in-place concrete |