JPH03151442A - Centrifugal reinforced concrete cylindrical body and manufacture thereof - Google Patents
Centrifugal reinforced concrete cylindrical body and manufacture thereofInfo
- Publication number
- JPH03151442A JPH03151442A JP28789789A JP28789789A JPH03151442A JP H03151442 A JPH03151442 A JP H03151442A JP 28789789 A JP28789789 A JP 28789789A JP 28789789 A JP28789789 A JP 28789789A JP H03151442 A JPH03151442 A JP H03151442A
- Authority
- JP
- Japan
- Prior art keywords
- formwork
- concrete
- opening
- cylindrical body
- reinforcement
- 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
- 238000004519 manufacturing process Methods 0.000 title claims abstract description 9
- 239000011150 reinforced concrete Substances 0.000 title description 5
- 239000004567 concrete Substances 0.000 claims abstract description 56
- 238000009415 formwork Methods 0.000 claims abstract description 50
- 230000003014 reinforcing effect Effects 0.000 claims description 38
- 238000000034 method Methods 0.000 claims description 6
- 230000002787 reinforcement Effects 0.000 abstract description 7
- 239000011178 precast concrete Substances 0.000 description 5
- 239000000463 material Substances 0.000 description 4
- 210000004712 air sac Anatomy 0.000 description 3
- 238000005056 compaction Methods 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 229920006311 Urethane elastomer Polymers 0.000 description 1
- 229920001971 elastomer Polymers 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 229920006327 polystyrene foam Polymers 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Landscapes
- Rod-Shaped Construction Members (AREA)
Abstract
Description
【発明の詳細な説明】
(産業上の利用分野)
この発明は、鉄筋コンクリート柱を構築する際の外郭体
として使用するのに好適な遠心力成形コンクリート筒体
とその製造方法に関する。DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to a centrifugally formed concrete cylinder suitable for use as an outer shell when constructing a reinforced concrete column, and a method for manufacturing the same.
(従来の技術)
特公昭61−31261号および特公平1−30988
号公報に開示されているように、鉄筋コンクリート柱を
場所打ちする際に、プレキャストコンクリート製の筒体
を柱の外郭体として使用する工法がある。この場合のプ
レキャストコンクリート筒体には、その肉厚内に軸方向
と交差する方向に鉄筋が配置されている。コンクリート
柱の構築現場には柱の長手方向に沿った鉄筋を配置し、
その鉄筋がプレキャストコンクリート筒体の中空部に通
る配置関係とし、その中空部内にコンクリ−トを打設す
る。(Prior art) Japanese Patent Publication No. 61-31261 and Japanese Patent Publication No. 1-30988
As disclosed in the above publication, there is a construction method in which a precast concrete cylinder is used as the outer shell of the column when a reinforced concrete column is cast in place. In this case, reinforcing bars are arranged within the wall thickness of the precast concrete cylinder in a direction intersecting the axial direction. At the concrete column construction site, reinforcing bars are placed along the length of the column.
The reinforcing bars are arranged to pass through the hollow part of the precast concrete cylinder, and concrete is poured into the hollow part.
また前記の特許公報には前述のように構築する柱と結合
される梁の外郭体となるプレキャストコンクリート筒体
も示されている。その筒体は四角いフープ鉄筋を配した
四角筒体であるが、4面のうちの1面にはコンクリート
がなく (コンクリートはU字溝の形になっている)、
その面にはフープ鉄筋が露出している。The above-mentioned patent publication also discloses a precast concrete cylindrical body that becomes the outer shell of a beam that is connected to a column to be constructed as described above. The cylinder is a square cylinder with square hoop reinforcing bars arranged, but one of the four sides has no concrete (the concrete is in the shape of a U-shaped groove).
The hoop rebar is exposed on that side.
(発明が解決しようとする課題)
前述したプレキャストコンクリート筒体は、外型枠と内
型枠とを所定の空間を空けて重ね合わせて、それらの間
に生コンクリートを投入して振動機を用いて締め固めし
たものである。振動締め固めによって前記コンクリート
筒体を製作すると、製作費の低減が難しくなるとともに
、遠心力成形に比べてコンクリート品質が劣るという問
題があり、また鉄筋を露出させた開口部を自由な位置に
形成するのが困難で、開口部の位置、大きさ、形状につ
いての自由度が低いという問題があった。(Problem to be Solved by the Invention) The above-mentioned precast concrete cylinder is produced by stacking an outer formwork and an inner formwork with a predetermined space in between, pouring ready-mixed concrete between them, and using a vibrator. It was then compacted. When the concrete cylinder is manufactured by vibratory compaction, it is difficult to reduce manufacturing costs, and there are problems in that the quality of the concrete is inferior compared to centrifugal force forming, and it is also difficult to form openings that expose reinforcing bars in arbitrary positions. There was a problem in that the degree of freedom regarding the position, size, and shape of the opening was low.
この発明は前記した従来の問題点に鑑みなされたもので
、その目的は、部分的に鉄筋が露出した開口部を有する
コンクリート筒体を高品質、低価格で製作するとともに
、前記開口部の位置、大きさ、形状を簡単かつ自由に選
定できるようにすることにある。This invention was made in view of the above-mentioned conventional problems.The purpose of this invention is to manufacture a concrete cylinder having an opening in which reinforcing bars are partially exposed at a high quality and at a low cost, and to position the opening. , size, and shape can be easily and freely selected.
(課題を解決するための手段)
そこでこの発明では、軸方向と交差する方向に配した鉄
筋を肉厚内に埋め込んだコンクリート筒体であって、部
分的に鉄筋の露出した開口部を有するコンクリート筒体
を遠心力成形により製作するものである。その際に、筒
体の外形を規定する型枠の内面の所定位置に開口用埋込
み型枠を配置し、コンクリート硬化後に開口用埋込み型
枠を脱型し、開口用埋込み型枠が配置されていた部分に
開口部を形成するようにした。好ましくは、筒体の外形
を規定する型枠の内面の所定位置に加圧空気で膨らませ
た空気袋を開口用埋込み型枠として配置し、コンクリー
ト硬化後に空気袋の空気を抜いて脱型し、空気袋が配置
されていた部分に開口部を形成する。(Means for Solving the Problems) Accordingly, the present invention provides a concrete cylinder in which reinforcing bars arranged in a direction intersecting the axial direction are embedded in the wall thickness, the concrete having an opening where the reinforcing bars are partially exposed. The cylindrical body is manufactured by centrifugal force forming. At that time, the embedded formwork for the opening is placed at a predetermined position on the inner surface of the formwork that defines the outer shape of the cylinder, and after the concrete hardens, the embedded formwork for the opening is removed from the mold and the embedded formwork for the opening is placed. An opening was formed in the exposed part. Preferably, an air bag inflated with pressurized air is placed at a predetermined position on the inner surface of a formwork that defines the outer shape of the cylinder as an embedded formwork for opening, and after the concrete hardens, the air bag is deflated and removed from the mold. An opening is formed in the area where the air bladder was placed.
(作 用)
開口用埋込み型枠、例えば前記の空気袋によって、投入
されたコンクリートが排除されるので、その開口用埋込
み型枠を取り除くと、そこに鉄筋の露出した開口部が形
成される。(Function) The poured concrete is removed by the embedded formwork for openings, such as the air bag mentioned above, so when the embedded formwork for openings is removed, an opening with exposed reinforcing bars is formed there.
(実 施 例)
第1図は本発明の一実施例による遠心力成形コンクリー
ト筒体10を示している。このコンクリート筒体10は
全体として断面正方形の四角筒形に形成されており、コ
ンクリート肉厚内に四角枠状に折り曲げられたスパイラ
ルフープ材からなる鉄筋1が配設さ、′tている。(Embodiment) FIG. 1 shows a centrifugally formed concrete cylinder 10 according to an embodiment of the present invention. The concrete cylindrical body 10 as a whole is formed into a rectangular cylindrical shape with a square cross section, and reinforcing bars 1 made of spiral hoop material bent into a rectangular frame shape are provided within the thickness of the concrete.
コンクリート11体10は4つの面で構成されているが
、その1つの面の中央には上端から下端まで長手方向に
連続した開口部2が形成されており、この開口部2に鉄
筋1が露出している。また他の1面の長方形の窓状の開
口部3が形成されており、この開口部3にも鉄筋1が露
出している。さらにもう1つの面には、筒体10の上端
から下方に向かって切れ込んだ形の小さな開口部4が形
成されており、この開口部4にも鉄筋1が露出している
。The concrete 11 body 10 is composed of four surfaces, and an opening 2 that is continuous in the longitudinal direction from the upper end to the lower end is formed in the center of one of the surfaces, and the reinforcing bars 1 are exposed in this opening 2. are doing. Further, a rectangular window-shaped opening 3 is formed on the other side, and the reinforcing steel 1 is also exposed in this opening 3. A small opening 4 cut downward from the upper end of the cylindrical body 10 is formed on the other surface, and the reinforcing bar 1 is also exposed in this opening 4.
第1図のコンクリート筒体10は以下のようにして遠心
力成形法によって製作され、鉄筋コンクリート柱を構築
する際の柱の外郭体として使用される。つまりこのコン
クリート筒体10は現場に立設され、その中空部内に柱
の主鉄筋が配設されるとともに、この柱に接続して構築
する壁や梁などの鉄筋を開口部2.3.4を通して本コ
ンクリート筒体10内に通し、本筒体10内で柱、壁、
梁などの各鉄筋を結合する。そして壁、梁の型枠を設置
し、それら型枠内および本コンクリート筒体10内にコ
ンクリートを打設し、柱、壁、梁などを一体的に構築す
る。この説明で明らかなように、前記のような目的で用
いるコンクリート筒体10は、それを適用するコンクリ
ート構造物の設計に応じて開口部の位置、大きさ、形状
が決まる。The concrete cylindrical body 10 shown in FIG. 1 is manufactured by the centrifugal force forming method as follows, and is used as the outer shell of a reinforced concrete column when constructing it. In other words, this concrete cylindrical body 10 is erected at the site, and the main reinforcing bars of the columns are arranged in the hollow part, and the reinforcing bars of walls, beams, etc. to be constructed connected to this column are installed in the openings 2.3.4. It passes through the main concrete cylinder 10, and inside the main cylinder 10, columns, walls,
Connect each reinforcing bar such as a beam. Then, formwork for walls and beams is installed, and concrete is placed inside these formworks and within the concrete cylinder 10 to integrally construct columns, walls, beams, etc. As is clear from this description, the position, size, and shape of the opening in the concrete cylinder 10 used for the above purpose are determined depending on the design of the concrete structure to which it is applied.
第2図および第3図を用いて前述したコンクリート筒体
10の遠心力成形方法について説明する。The centrifugal force forming method for the concrete cylinder 10 described above will be explained using FIGS. 2 and 3.
第2図は第1図のコンクリート筒体10を遠心力成形す
るための型枠装置のセット状態を示している。5は前記
コンクリート筒体10の外形を規定する断面正方形の四
角筒からなる型枠であり、これの内面側に所定間隔を保
つようにスパイラルフープ材からなる鉄筋1を配設し、
さらに鉄筋1の四隅の内側に三角形状のコーナー型枠6
を設置しくコーナー型枠6と型枠5との間隔を所定値に
保持する。コーナー型枠6は遠心成形の\際に型枠5の
四隅にコンクリートが偏るのを防止し、コーナ一部分の
コンクリートのの厚さを規制するために設けている。FIG. 2 shows a set state of a formwork device for centrifugally forming the concrete cylinder 10 of FIG. 1. Reference numeral 5 denotes a formwork made of a rectangular cylinder with a square cross section that defines the outer shape of the concrete cylinder 10, and reinforcing bars 1 made of spiral hoop material are arranged on the inner side of the formwork so as to maintain a predetermined interval.
Furthermore, a triangular corner formwork 6 is placed inside the four corners of the reinforcing bar 1.
The distance between the corner formwork 6 and the formwork 5 is maintained at a predetermined value. The corner formwork 6 is provided to prevent concrete from being biased to the four corners of the formwork 5 during centrifugal molding, and to regulate the thickness of concrete at a portion of the corner.
前記コンクリート筒体10の全長にわたる長い開口部2
を形成するために、型枠5の所定の1面の中央内側に細
長い空気袋7をセットし、この空気袋7を型枠5と鉄U
J1との間で膨らませる。A long opening 2 spanning the entire length of the concrete cylinder 10
In order to form a steel U
Inflate between J1 and J1.
また開口部3を形成するために、型砕5と鉄筋1との間
の所定位置に所定の大きさの空気袋8aをセットすると
ともに、この空気袋8aとの間に鉄筋1を挾むように空
気袋8bを鉄筋1とコーナー型枠6との間にセットし、
これに加圧空気を供給して第2図のように膨らませる。Further, in order to form the opening 3, an air bag 8a of a predetermined size is set at a predetermined position between the mold crusher 5 and the reinforcing bar 1, and an air bag 8a is placed so that the reinforcing bar 1 is sandwiched between the air bag 8a and the air bag 8a. Set the bag 8b between the reinforcing bar 1 and the corner formwork 6,
Supply pressurized air to inflate it as shown in Figure 2.
まったく同様にして、開口部4に対応する位置において
、型枠5と鉄筋1との間に所定の大きさ、形状の空気袋
9aをセットし、この空気袋9aとの間に鉄筋1を挾む
ように空気袋9bを鉄筋1とコーナー型枠6との間にセ
ットし、これらを第2図のように膨らませる。In exactly the same way, an air bag 9a of a predetermined size and shape is set between the formwork 5 and the reinforcing bar 1 at a position corresponding to the opening 4, and the reinforcing bar 1 is sandwiched between this air bag 9a. The air bag 9b is set between the reinforcing bar 1 and the corner formwork 6 so that the air bag 9b is inflated as shown in FIG.
前述のように各空気袋を膨らませたならば、この型枠5
内に所定量のコンクリートを投入し、周知の遠心力成形
法により締め固めする。ここで当然ながら、空気袋8a
、8bがセットされた部分にはコンクリートが充填され
ない。特に空気袋8aと8bとの間に鉄筋1が配設され
ているが、膨らんだ空気袋8a、8bが鉄筋1の周りを
取り囲み、鉄筋1のない部分で空気袋8aと8bが密着
している。そのため空気袋8aと8bとの間にもコンク
リートは充填されない。空気袋9aと9bが配設された
部分も上記と同様である。After inflating each air bag as described above, this formwork 5
A predetermined amount of concrete is poured into the container and compacted using the well-known centrifugal force forming method. Here, of course, the air bag 8a
, 8b are set, no concrete is filled. In particular, the reinforcing bar 1 is placed between the air bags 8a and 8b, but the inflated air bladders 8a and 8b surround the reinforcing bar 1, and the air bags 8a and 8b are in close contact with each other in the area where the reinforcing bar 1 is not present. There is. Therefore, concrete is not filled between the air bags 8a and 8b. The portion where the air bags 9a and 9b are provided is also the same as above.
空気袋7は2つのコーナー型枠6と6の中間に位置して
おり、型枠5と鉄筋1の間にセットされており、その内
側には空気袋は配設されていない。The air bag 7 is located between the two corner formworks 6 and 6, and is set between the formwork 5 and the reinforcing bar 1, and no air bag is disposed inside it.
この1面の中央部分では遠心力の作用によってコンクリ
ートの肉厚が薄くなり、鉄筋1の内面が露出する程度の
厚みになるようにコンクリート投入量を調整している。In the central part of this one surface, the thickness of the concrete becomes thinner due to the action of centrifugal force, and the amount of concrete poured is adjusted so that the thickness becomes such that the inner surface of the reinforcing bar 1 is exposed.
遠心締め固めを行ってコンクリートが硬化したならば、
脱型に際して各空気袋7.8a、sb。Once the concrete has hardened through centrifugal compaction,
Each air bag 7.8a, sb during demolding.
9a、9bの空気を抜いてこれを取り去る。すると第3
図に示すように各空気袋の配設されていた部分に開口部
2.3.4が形成されることになる。Remove the air from 9a and 9b. Then the third
As shown in the figure, an opening 2.3.4 is formed in the area where each air bladder was placed.
さらに、第4図及び第5図には、開口用埋込型枠の変形
例か示されている。第4図に示すものは、ウレタンゴム
等のゴム系材料で形成した型枠11に鉄筋挿通用の孔部
11a及びこの孔部14aに鉄筋を嵌め入れるための切
り込み11bを入れて形成したものである。また第5図
に示すものは、発泡スチロール等の素材で形成した型枠
12に、鉄筋の配設位置に対応させてこの型枠12を二
分割する切り込み12bを形成すると共に、この切り込
み12b位置に沿って鉄筋挿通用の孔部12aを形成し
たものである。第4図のものでは、鉄筋を孔部11aに
差し込むようにして型枠11を所定位置に配設し、第5
図のものでは、配設されている鉄筋に対してこれを両側
から挟み込むようにして型枠12を組合せて配設するよ
うにする。Further, FIGS. 4 and 5 show a modified example of the embedded formwork for the opening. The one shown in Fig. 4 is formed by making holes 11a for reinforcing reinforcing bars and notches 11b for fitting reinforcing bars into the holes 14a in a formwork 11 made of a rubber-based material such as urethane rubber. be. In addition, in the case shown in FIG. 5, a notch 12b is formed in a formwork 12 made of a material such as polystyrene foam to divide the formwork 12 into two in correspondence with the placement position of reinforcing bars, and at the position of the notch 12b. Holes 12a for reinforcing bars are formed along the sides. In the case shown in FIG. 4, the formwork 11 is placed in a predetermined position so that the reinforcing bars are inserted into the holes 11a, and the fifth
In the figure, the formwork 12 is assembled and arranged so as to sandwich the reinforcing bars from both sides.
これらの変形例にあっても、上述と同様な効果を発揮す
ることは勿論である。Of course, even in these modified examples, effects similar to those described above can be achieved.
(発明の効果)
以上詳細に説明したように、この発明によれば、任意の
部分に鉄筋の露出した開口部を設けたコンクリート筒体
を遠心力成形により高品質、低価格に製作することがで
きる。特に鉄筋コンクリート柱を構築する際の外郭体と
して使用するコンクリート筒体の場合、前記開口部の位
置、大きさ、形状などをさまざまに選定する必要がある
が、その開口部を形成するための開口用埋込型枠、殊に
この型枠として空気袋を用いる本発明によれば、さまざ
まな要求に対して容易に対応することができる。(Effects of the Invention) As described above in detail, according to the present invention, a concrete cylinder having an opening where reinforcing bars are exposed at any part can be produced with high quality and at a low cost by centrifugal force forming. can. In particular, in the case of a concrete cylinder used as an outer shell when constructing a reinforced concrete column, the position, size, shape, etc. of the opening need to be selected in various ways. According to the present invention, which uses an embedded mold, especially an air bag as the mold, various demands can be easily met.
第1図は本発明の一実施例による遠心力成形コンクリー
ト筒体の斜視図、第2図は同上コンクリート筒体を遠心
力成形するための型枠装置の断面図、第3図は同上型枠
装置から脱型されたコンクリート筒体の断面図、第4図
及び第5図は開口用埋込型枠の変形例を示す斜視図であ
る。
1・・・・・・鉄筋
2.3.4・・・・・・開口部
5・・・・・・型枠
6・・・・・・コーナー型枠
7.8 a 、 8 b 、 9 a 、 9 b ・
−・−空気袋10・・・・・・コンクリート筒体Fig. 1 is a perspective view of a centrifugally formed concrete cylinder according to an embodiment of the present invention, Fig. 2 is a sectional view of a formwork device for centrifugally forming the above concrete cylinder, and Fig. 3 is the above formwork. A sectional view of the concrete cylinder removed from the apparatus, and FIGS. 4 and 5 are perspective views showing a modification of the embedded formwork for opening. 1...Reinforcement bar 2.3.4...Opening 5...Formwork 6...Corner formwork 7.8a, 8b, 9a , 9 b・
−・−Air bag 10・・・・Concrete cylindrical body
Claims (3)
め込んだ遠心力成形コンクリート筒体であって、部分的
に前記鉄筋の露出した開口部を有することを特徴とする
遠心力成形コンクリート筒体。(1) A centrifugally formed concrete cylindrical body in which reinforcing bars arranged in a direction intersecting the axial direction are embedded within the wall thickness, the centrifugally forming concrete cylinder having an opening through which the reinforcing bars are partially exposed. Concrete cylinder.
製造するに際し、前記筒体の外形を規定する型枠の内面
の所定位置に開口用埋込み型枠を配置し、コンクリート
硬化後に前記開口用埋込み型枠を脱型し、前記開口用埋
込み型枠が配置されていた部分に前記開口部を形成する
ようにした遠心力成形コンクリート筒体の製造方法。(2) When manufacturing the centrifugally formed concrete cylindrical body according to claim 1, an embedded formwork for opening is arranged at a predetermined position on the inner surface of the formwork that defines the external shape of the cylindrical body, and after the concrete hardens, the opening A method for producing a centrifugally formed concrete cylinder, the method comprising: removing the embedded formwork for opening, and forming the opening in a portion where the embedded formwork for opening was placed.
製造するに際し、前記筒体の外形を規定する型枠の内面
の所定位置に加圧空気で膨らませた空気袋を開口用埋込
み型枠として配置し、コンクリート硬化後に前記空気袋
の空気を抜いて脱型し、前記空気袋が配置されていた部
分に前記開口部を形成するようにした遠心力成形コンク
リート筒体の製造方法。(3) When manufacturing the centrifugally formed concrete cylindrical body according to claim 1, an air bag inflated with pressurized air is placed in a predetermined position on the inner surface of the formwork that defines the external shape of the cylindrical body in an embedding formwork for opening. A method for manufacturing a centrifugally formed concrete cylindrical body, in which the air bag is disposed as a cylinder, and after the concrete hardens, the air bag is removed from the mold, and the opening is formed in the part where the air bag was placed.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1287897A JP2612076B2 (en) | 1989-11-07 | 1989-11-07 | Centrifugal molded concrete cylinder and method of manufacturing the same |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1287897A JP2612076B2 (en) | 1989-11-07 | 1989-11-07 | Centrifugal molded concrete cylinder and method of manufacturing the same |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH03151442A true JPH03151442A (en) | 1991-06-27 |
JP2612076B2 JP2612076B2 (en) | 1997-05-21 |
Family
ID=17723130
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1287897A Expired - Lifetime JP2612076B2 (en) | 1989-11-07 | 1989-11-07 | Centrifugal molded concrete cylinder and method of manufacturing the same |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2612076B2 (en) |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS4970726U (en) * | 1972-09-30 | 1974-06-19 | ||
JPS5655212A (en) * | 1979-10-13 | 1981-05-15 | Keisuke Shimizu | Manufacture of hollow concrete board |
-
1989
- 1989-11-07 JP JP1287897A patent/JP2612076B2/en not_active Expired - Lifetime
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS4970726U (en) * | 1972-09-30 | 1974-06-19 | ||
JPS5655212A (en) * | 1979-10-13 | 1981-05-15 | Keisuke Shimizu | Manufacture of hollow concrete board |
Also Published As
Publication number | Publication date |
---|---|
JP2612076B2 (en) | 1997-05-21 |
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