JPH0462522B2 - - Google Patents

Info

Publication number
JPH0462522B2
JPH0462522B2 JP61265262A JP26526286A JPH0462522B2 JP H0462522 B2 JPH0462522 B2 JP H0462522B2 JP 61265262 A JP61265262 A JP 61265262A JP 26526286 A JP26526286 A JP 26526286A JP H0462522 B2 JPH0462522 B2 JP H0462522B2
Authority
JP
Japan
Prior art keywords
plate
version
formwork
production
bed
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 - Lifetime
Application number
JP61265262A
Other languages
Japanese (ja)
Other versions
JPS63118206A (en
Inventor
Koji Nakayama
Tadaharu Hagiwara
Takafumi Ishigaki
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.)
Takenaka Komuten Co Ltd
Original Assignee
Takenaka Komuten Co Ltd
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 Takenaka Komuten Co Ltd filed Critical Takenaka Komuten Co Ltd
Priority to JP26526286A priority Critical patent/JPS63118206A/en
Publication of JPS63118206A publication Critical patent/JPS63118206A/en
Publication of JPH0462522B2 publication Critical patent/JPH0462522B2/ja
Granted legal-status Critical Current

Links

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  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)

Description

【発明の詳細な説明】 「産業上の利用分野」 この発明は現場生産によるPC版の製造方法に
関する。
DETAILED DESCRIPTION OF THE INVENTION "Industrial Application Field" The present invention relates to a method for manufacturing a PC plate by on-site production.

「従来の技術」 現在のスラブ工法では半PC版を捨型枠として
用いて、型枠組みや支保工を省略するのが普通で
ある。
``Conventional technology'' In the current slab construction method, it is common to use semi-PC slabs as waste formwork and omit formwork and shoring.

上述の半PC版としては、工場生産になる組立
鉄筋補強になるものが周知であるが、このものに
は以下の難点がある。
As for the above-mentioned half-PC version, it is well known that there is a factory-produced assembly reinforcing steel, but this version has the following drawbacks.

すなわち、特殊な、鉄筋を使用している為、コ
ストダウンには結びついていない。又、工場か
ら、現場への運搬の為、運送費がコストアツプの
要因となると同時に製作できるサイズに上限があ
る。従つて、1スパン当りに、数枚に、床版を分
割する必要があり、必然的に直天として使用する
為にはジヨイント目地処理が必要である。
In other words, because special reinforcing bars are used, this does not lead to cost reduction. Furthermore, transportation costs from the factory to the site increase costs, and there is an upper limit to the size that can be manufactured. Therefore, it is necessary to divide the floor slab into several pieces per span, and inevitably joint joint treatment is required in order to use it as a direct ceiling.

さらに、上面に組立補強筋の上半部が出ており
下敷に利用しての積み上げ製作が出来ない為、
PC版1枚につき、1台のベツドが必要となり、
広い面積の生産ヤードが必要であり、かかる事情
から必要枚数を確保する為には、蒸気養生による
早期脱型を行なわなければならない。これらは全
てコストアツプ要因になつている。
Furthermore, since the upper half of the assembly reinforcing bars are exposed on the top surface, it is not possible to stack them up using them as underlays.
One bed is required for each PC version,
A production yard with a large area is required, and in order to secure the required number of sheets, early demolding by steam curing must be performed. All of these are factors that increase costs.

そこで、最近上面に突起する組立鉄筋補強を施
こさないといたものが採用されるようになつた。
このものであると、 1 上・下面共平坦であるため現場サイトでの積
み上げ製作が可能であり、生産ヤード、ベツド
数も組立鉄筋補強版の1/5〜1/10で済む。又、
早期脱型を行なわないので蒸気養成の特殊生産
設備は、必要ない。
Therefore, in recent years, structures that do not require reinforced reinforced steel protruding from the top surface have been adopted.
With this type, 1. Since both the top and bottom surfaces are flat, it can be manufactured in piles on site, and the production yard and number of beds can be reduced to 1/5 to 1/10 of the assembled reinforced version. or,
Since early demolding is not performed, special production equipment for steam training is not required.

2 鉄筋は、在来鉄筋を使用する為施工が簡単で
あり、費用も安い。
2. Reinforcing bars are easy to construct and inexpensive because they use conventional reinforcing bars.

3 現場生産の為、車輌運搬が不用で、大型化が
計れる。
3. Because it is produced on-site, there is no need for transportation by vehicle, and it can be made larger.

又、1スパン1枚のPC版としてジヨイント
目地が出ないように出来る。
Also, since it is a PC version with one piece per span, joints can be prevented from appearing.

等の利点が享受出来る。You can enjoy the following advantages.

叙上現場サイトでの積み上げ製作要領として
は、従来、特開昭58−14715号公報に提案された
ものがある。
Conventionally, there is a method proposed in Japanese Patent Application Laid-open No. 14715/1983 as a procedure for stacking and manufacturing at the site mentioned above.

その要趣とするところは、 各周側部にインサート金物を埋設してある第1
のPC版上に剥離板を敷設し、 その後、上記PC版の厚みのほぼ2倍の高さを
有する周辺型枠の下部を、ボルトを上記インサー
ト金物に螺合することにより、上記PC版の周側
面に固定すると共に、上記周辺型枠の上部内面に
インサート金物をボルトで固定し、 そして上記周辺型枠内にコンクリートを打設し
て第2のPC版を成形し、 成形後、上記各ボルトを外して周辺型枠を第1
のPC版及び第2のPC版より離反し、離反後、第
2のPC版上に剥離板を敷設し、 その後、上記第2のPC版に埋設してあるイン
サート金物にボルトを螺入してこのPC版の周側
面に上記周辺型枠の下部を固定すると共に、周辺
型枠の上記内面にボルトによりインサート金物を
取り付け、 そして上記周辺型枠内にコンクリートを打設す
るとした点にある。
The key point is that the first
A release plate is laid on top of the PC plate, and then the lower part of the peripheral formwork, which has a height approximately twice the thickness of the PC plate, is screwed into the insert metal fittings with bolts. At the same time as fixing it to the peripheral side, insert hardware is fixed to the upper inner surface of the above peripheral formwork with bolts, and concrete is poured into the above peripheral formwork to form the second PC plate. After forming, each of the above Remove the bolts and remove the peripheral formwork from the first
After separating from the PC plate and the second PC plate, a release plate was placed on the second PC plate, and then a bolt was screwed into the metal insert buried in the second PC plate. The lower part of the peripheral formwork is fixed to the peripheral side of the PC plate of the lever, insert hardware is attached to the inner surface of the peripheral formwork with bolts, and concrete is poured into the peripheral formwork.

「発明が解決しようとする問題点」 しかるに、叙上要領にあつては次記の如き不都
合がある。
``Problems to be solved by the invention'' However, there are the following disadvantages in the presentation method.

すなわち、実際の建築にあつてはスラブの渡架
床版のスパンは上下階一定では無く、上階にいく
にしたがい梁巾の縮小化に伴ない増加(5cm程)
するが、叙上要領では上位のPC版の周辺型枠は
下位のPC版のサイズと同一に既制されるので、
異なるサイズのスパンのPC版の積み上げ製作は
不可能であり、施工現場の実情に対応し得なく別
途場所を確保して階ごとの製造とならざるを得な
い。
In other words, in actual construction, the span of the slab cross deck is not constant on the upper and lower floors, but increases (approximately 5 cm) as the beam width decreases as you move up the floor.
However, according to the presentation guidelines, the peripheral formwork of the higher PC version is set to be the same size as the lower PC version, so
It is impossible to build up PC plates with different span sizes, and it is not possible to accommodate the actual situation at the construction site, so it is necessary to secure separate space and manufacture each floor separately.

「問題点を解決するための手段」、「作用」 本発明は叙上の事情に鑑みなされたもので、そ
の要旨とするところは、Cチヤン等の座屈補強の
型鋼をコーナー部で丁番若しくはクサ止めにて連
結させて構成した周辺型枠を用いて現場の施工ベ
ツドで成型された上面にシヤーボルト用のインサ
ート金物を埋設してある第1のPC版上に剥離の
ためにクツシヨン付ビニル床シートを敷設し、し
かる後、該周辺型枠を枠外周に突設のナツト付き
ブラケツトに該施工ベツド上にトン付けにて立設
の長尺ボルトを組付けてなるアジヤスターを用い
て、積み上げ製作レベルにセツトして第1のPC
版と同様に第2のPC版を成型することを繰返し、
途中より大きなスパンサイズのものの成型となる
際には下敷となる先行PC版上に合板を敷いたう
え当該スパンサイズの型枠を設置し当該合板をベ
ツトとして成型をとり行ない、以後前記アジヤス
ターを用いて前記と同要領にて積み上げ製作にを
とり行なうとして、積み上げ製作に於いて先行
PC版より大なるスパンサイズの後行PC版を該先
行PC版に積み上げ製作可能として、階ごとに成
型場所を確保しなければならない事態を解消した
点にある。
``Means for Solving Problems'' and ``Operations'' The present invention was made in view of the above-mentioned circumstances, and its gist is that buckling-reinforced shaped steel such as C-chan is hinged at the corner. Alternatively, a vinyl sheet with a cushion for peeling is placed on the first PC plate, which has metal inserts for shear bolts embedded in the top surface formed in the construction bed on-site using surrounding formwork connected with hooks. After laying the floor sheet, the surrounding formwork is stacked using an adjuster, which is made by assembling long bolts erected on the construction bed to brackets with nuts protruding from the outer periphery of the frame. Set to production level and start the first PC
Repeat molding the second PC version in the same way as the version,
When molding a piece with a larger span size than in the middle, plywood is laid on the preceding PC plate as the underlay, a formwork of the span size is set up, the plywood is used as a bed, and the molding is carried out, and the above-mentioned adjuster is used thereafter. Assuming that stacking production will be carried out in the same manner as above, there will be no advance notice in stacking production.
The following PC version, which has a larger span than the PC version, can be manufactured by stacking it on top of the preceding PC version, thereby eliminating the need to secure a molding space for each floor.

「実施例」 以下これを図に基づいて詳細に説明する。"Example" This will be explained in detail below based on the figures.

第1図は本発明方法の実施態様を示し、第2図
〜第4図は第1図中囲線〜部の詳示図であ
る。
FIG. 1 shows an embodiment of the method of the present invention, and FIGS. 2 to 4 are detailed views of the area surrounded by lines in FIG. 1.

図中1はH鋼等の大引、2は当該大引上に搭載
の根太、3は当該根太2上に載置の施工ベツドを
夫々示し、4aは当該施工ベツド3上で先行して
成型された第1のPC版、4b,4cは当該PC版
4a上に積み上げ製作されたPC版で図示例では
4a〜4cは同スパンサイズである。
In the figure, 1 indicates a large drawer made of H steel, etc., 2 indicates a joist mounted on the above-mentioned large puller, 3 indicates a construction bed placed on the above-mentioned joist 2, and 4a indicates a molding in advance on the above construction bed 3. The first PC plates 4b and 4c produced are stacked on top of the PC plate 4a, and in the illustrated example, 4a to 4c have the same span size.

これ等PC版成型用の周辺型枠5はCチヤン等
の座屈補強の型鋼5aを囲繞してなるもので、コ
ーナー部にて第1図に示す如くクサビ5b止め若
しくは第3図に示す如く丁番5c止めにて連結す
る。
The peripheral formwork 5 for forming these PC plates surrounds a buckling-reinforced type steel 5a such as a C-chan, and is secured at the corner with a wedge 5b as shown in Fig. 1 or as shown in Fig. 3. Connect at hinge 5c.

成型に際しては図示省略するも配筋がなされ且
つ吊り上げ移動にも供されるシヤーボルト用のイ
ンサート金物が下端筋スペーサーに一体に予じめ
取り付けされており、さらに積み上げ製作に際し
ては先行PC版上に剥離のためにクツシヨン付ビ
ニール床シート(市販品)を敷設する。
Although not shown in the drawings, reinforcing is arranged during molding, and the insert hardware for the shear bolt, which is also used for lifting and moving, is pre-attached to the lower end reinforcement spacer, and furthermore, when stacking and manufacturing, it is peeled off on the preceding PC plate. Lay a vinyl floor sheet with cushions (commercially available) for this purpose.

当該クツション付ビニル床シートはその適度な
硬さと裏面にクツシヨン層を有することにより、
下位PC版の粗面並びにシヤーコツター等の凹を
クツシヨン層で吸収しつつ表面を平滑な高精度の
打放し仕上げとすることが出来、仕上工事を大幅
にコストダウンできると共に不使用時は巻き取り
にて収納でき、スペースをとらず、さらに剥離性
がよく繰返し使用しても表面の精度が低下しない
ので合板よりも好適である。
The cushioned vinyl floor sheet has moderate hardness and a cushion layer on the back side, so
The cushion layer absorbs the rough surface of the lower PC plate and the dents caused by the sheath roller, etc., while giving the surface a smooth, high-precision hammered finish, which can significantly reduce the cost of finishing work, and can be rolled up when not in use. It is more suitable than plywood because it can be stored easily, does not take up much space, has good peelability, and does not lose surface precision even after repeated use.

積み上げ製作に際してはそのレベルに周辺型枠
5が固定されねばならぬが、本発明では次記の要
領にてとり行なう。
In stacking production, the peripheral formwork 5 must be fixed at that level, but in the present invention this is done in the following manner.

すなわち、型枠5外周に突設のナツト6付きブ
ラケツト7に施工ベツド3上にトン付き8に立設
の長尺ボルト9を組付けてなるレベルアジヤスタ
ーをボルト9天端のハンドル10の回動操作して
周辺型枠5の所定レベル固定をとり行なう。
That is, a level adjuster is assembled by assembling a long bolt 9 with a bolt 8 standing on the construction bed 3 to a bracket 7 with a nut 6 protruding from the outer periphery of the formwork 5, and turning the handle 10 at the top of the bolt 9. The peripheral formwork 5 is fixed at a predetermined level by dynamic operation.

尚、第2図に於いて7aはブラケツト7の補強
プレートを示し、又第4図は周辺型枠5とトン付
け8とを一体化し、当該型枠を先行PC版4a固
定用に残置させた例を示す。
In addition, in Fig. 2, 7a shows the reinforcing plate of the bracket 7, and in Fig. 4, the peripheral formwork 5 and the tonnage 8 are integrated, and the formwork is left for fixing the preceding PC plate 4a. Give an example.

しかして、叙上の要領では長尺ボルト9の回動
操作で極めて迅速に所定のレベルにての固定がな
し得、手間が大幅に省ける。
According to the method described above, fixation at a predetermined level can be achieved extremely quickly by rotating the long bolt 9, which greatly saves time and effort.

同一スパンサイズにPC版の積み上げ製作では
先行のPC版に使用の周辺型枠をリフトしていけ
ばよいが、スパンサイズが増大する場合には周辺
型枠を取替える。
When manufacturing PC plates with the same span size, it is sufficient to lift the peripheral formwork used for the preceding PC plate, but if the span size increases, the peripheral formwork must be replaced.

その際、はみ出し部が発生するので、移り変り
の第1のPC版についてはカバーし得る大きさの
合板を敷き成型をとり行なう。
At that time, there will be protruding parts, so for the first PC version that will be changing, a plywood board large enough to cover it will be laid and molded.

移り変り後の積み上げ製作はアジヤスターのト
ン付け位置を盛り替えたうえで、既述の要領にて
とり行なう。
After the transition, the stacking process is carried out in the same way as described above, after changing the position of the azimuth star.

しかして、後行のPC版と先行のPC版とのスパ
ンサイズが異なる場合で積み上げ製作をとり行な
うことが出来る(上述例では上位のものが大スパ
ンの場合で説明したが逆であつてもブラケツト7
の突出量の所定長設定により可能である)。
Therefore, if the span size of the succeeding PC version and the preceding PC version are different, stacking production can be performed (in the above example, the higher one has a large span, but the reverse is also possible). Bracket 7
This is possible by setting the protrusion amount to a predetermined length).

「発明の効果」 以上の如く本発明方法によるならば、従来の手
段に比し異なるスパンサイズのPC版の積み上げ
製作が可能であるので、スペースをとることが無
くて済み、且つ剥離材の取り扱い、表面仕上げ等
に於いて有利である。
"Effects of the Invention" As described above, according to the method of the present invention, it is possible to stack and manufacture PC plates with different span sizes compared to conventional means, so it does not take up much space, and the handling of release material is easy. , which is advantageous in terms of surface finishing, etc.

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

第1図は本発明方法の実施態様を示し、第2図
〜第4図は第1図中囲線〜部の詳示図であ
る。 1……大引、2……根太、3……ベツド、4
a,4b,4c……PC版、5……周辺型枠、5
a……型鋼、5b……クサビ、5c……丁番、6
……ナツト、7……ブラケツト、7a……補強プ
レート、8……トン付、9……長尺ボルト、10
……ハンドル。
FIG. 1 shows an embodiment of the method of the present invention, and FIGS. 2 to 4 are detailed views of the area surrounded by lines in FIG. 1. 1... Ohiki, 2... Joist, 3... Betsudo, 4
a, 4b, 4c...PC version, 5...peripheral formwork, 5
a...Shape steel, 5b...Wedge, 5c...Hinge, 6
... Nut, 7 ... Bracket, 7a ... Reinforcement plate, 8 ... With tons, 9 ... Long bolt, 10
……handle.

Claims (1)

【特許請求の範囲】[Claims] 1 Cチヤン等の座屈補強の型鋼をコーナー部で
丁番若しくはクサビ止めにて連結させて構成した
周辺型枠を用いて現場の施工ベツドで成型された
上面にシヤーボルト用のインサート金物を埋設し
てある第1のPC版上に剥離のためにクツシヨン
付ビニル床シートを敷設し、しかる後、該周辺型
枠を枠外周に突設のナツト付きブラケツトに該施
工ベツド上にトン付けにて立設の長尺ボルトを組
付けてなるアジヤスターを用いて、積み上げ製作
レベルにセツトして第1のPC版と同様に第2の
PC版を成型することを繰返し、途中より大きな
スパンサイズのものの成型となる際には下敷とな
る先行PC版上に合板を敷いたうえ当該スパンサ
イズの型枠を設置し当該合板をベツドとして成型
をとり行ない、以後前記アジヤスターを用いて前
記と同要領にて積み上げ製作をとり行なうとして
なることを特徴とする現場生産によるPC版の製
造方法。
1 Using a peripheral formwork made up of buckling-reinforced shaped steel such as C chain connected at the corners with hinges or wedges, insert metal fittings for shear bolts are buried in the upper surface formed in the construction bed on site. A vinyl floor sheet with a cushion is laid down for peeling on the first PC plate, and then the surrounding form is erected on the construction bed using a bracket with nuts protruding from the outer periphery of the frame. Using the adjuster star assembled with the long bolts of the set, set it to the stacked production level and make the second PC version in the same way as the first PC version.
Repeat the molding of the PC plate, and when molding a larger span size, lay plywood on the preceding PC plate as the base, set up a formwork of the span size, and use the plywood as the bed. A method for manufacturing a PC plate by on-site production, characterized in that the above-mentioned adjusting star is used to carry out stacking and production in the same manner as described above.
JP26526286A 1986-11-07 1986-11-07 Manufacture of pc block by production at site Granted JPS63118206A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP26526286A JPS63118206A (en) 1986-11-07 1986-11-07 Manufacture of pc block by production at site

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP26526286A JPS63118206A (en) 1986-11-07 1986-11-07 Manufacture of pc block by production at site

Publications (2)

Publication Number Publication Date
JPS63118206A JPS63118206A (en) 1988-05-23
JPH0462522B2 true JPH0462522B2 (en) 1992-10-06

Family

ID=17414785

Family Applications (1)

Application Number Title Priority Date Filing Date
JP26526286A Granted JPS63118206A (en) 1986-11-07 1986-11-07 Manufacture of pc block by production at site

Country Status (1)

Country Link
JP (1) JPS63118206A (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2813967B2 (en) * 1995-02-07 1998-10-22 サンベース株式会社 Formwork plate
JP5574338B2 (en) * 2011-01-24 2014-08-20 清水建設株式会社 Site precast method for foundation beam

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AU3462778A (en) * 1977-04-26 1979-10-04 Civil & Civic Pty Ltd Slab construction
JPS5814715A (en) * 1981-07-20 1983-01-27 清水建設株式会社 Manufacture of pc block

Also Published As

Publication number Publication date
JPS63118206A (en) 1988-05-23

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