JPH0453685B2 - - Google Patents

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Publication number
JPH0453685B2
JPH0453685B2 JP26417888A JP26417888A JPH0453685B2 JP H0453685 B2 JPH0453685 B2 JP H0453685B2 JP 26417888 A JP26417888 A JP 26417888A JP 26417888 A JP26417888 A JP 26417888A JP H0453685 B2 JPH0453685 B2 JP H0453685B2
Authority
JP
Japan
Prior art keywords
section
cross
precast concrete
centrifugal
forming
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
JP26417888A
Other languages
Japanese (ja)
Other versions
JPH02112904A (en
Inventor
Juichi Takeda
Tatsuya Wakizaka
Kenzo Yoshioka
Yasuyoshi Nagai
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.)
Obayashi Corp
Original Assignee
Obayashi Corp
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 Obayashi Corp filed Critical Obayashi Corp
Priority to JP26417888A priority Critical patent/JPH02112904A/en
Publication of JPH02112904A publication Critical patent/JPH02112904A/en
Publication of JPH0453685B2 publication Critical patent/JPH0453685B2/ja
Granted legal-status Critical Current

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Description

【発明の詳細な説明】 ≪産業上の利用分野≫ 本発明は、建造物に使用する横断面がコ字状の
プレキヤストコンクリート製部材並びにこれを遠
心成形で形成するための成形型枠に関する。
DETAILED DESCRIPTION OF THE INVENTION <<Industrial Application Field>> The present invention relates to a precast concrete member having a U-shaped cross section for use in buildings, and a molding frame for forming the same by centrifugal molding.

≪従来の技術≫ 従来から、建造物を構築するに際して、壁材の
みならず梁部材や柱部材にもプレキヤストコンク
リート製のものを多用することで、構築現場での
型枠の組立及び解体作業を軽減させ、これにより
工期の可及的な短縮化を図るようにした工法があ
る。すなわちこの工法では、横断面コ字状の溝型
等に形成したプレキヤストコンクリート製の梁部
材や、横断面矩形の筒体状等に形成したプレキヤ
ストコンクリート製の柱部材を予め工場等で製作
しておき、構築現場でこれらプレキヤストコンク
リート製の梁部材や柱部材を所定の位置に固定さ
せた後、その内部にコンクリートを打設して中実
に成形するようにしている。
<<Conventional technology>> Traditionally, when constructing buildings, precast concrete has often been used not only for wall materials but also for beam members and column members, making it easier to assemble and dismantle formwork at the construction site. There is a construction method that aims to reduce the amount of damage and thereby shorten the construction period as much as possible. In other words, in this construction method, beam members made of precast concrete formed in the shape of a channel with a U-shaped cross section, and pillar members made of precast concrete formed in the shape of a cylinder with a rectangular cross section are manufactured in advance in a factory, etc. After these precast concrete beam members and column members are fixed in a predetermined position at the construction site, concrete is placed inside them to form them solidly.

そして、この様な工法に使用するプレキヤスト
コンクリート製の梁部材は、横断面がコ字状の大
小2つの外型枠と内型枠とを所定の空間を空けて
重ね合せて、それらの間に生コンクリートを投入
して成形する。
The precast concrete beam members used in this construction method are made by overlapping two large and small outer formwork and inner formwork with a U-shaped cross section with a predetermined space between them. Pour fresh concrete into the container and form it.

≪発明が解決しようとする課題≫ ところで、上記のような従来方法でプレキヤス
トコンクリート製の梁部材を製作すると、製作費
の低減が難しくなると共に、遠心成形による部材
と比べコンクリート品質が劣るという問題があつ
た。
<Problems to be Solved by the Invention> By the way, when a precast concrete beam member is manufactured by the conventional method as described above, it becomes difficult to reduce the manufacturing cost, and there are problems in that the quality of the concrete is inferior to that of a member made by centrifugal forming. It was hot.

なお、横断面がコ字状の溝型のプレキヤストコ
ンクリート部材を遠心成形し得る装置としては、
例えば特公昭56−50846号公報等の提案が公知に
なつているが、この提案中に示される遠心成形装
置では、例えばU字溝などの小さめのプレキヤス
トコンクリート部材の製作には適しているもの
の、長大な柱や梁を遠心成形するには成形装置が
巨大化してしまう等不向きな点があつた。
In addition, as a device that can centrifugally form a channel-shaped precast concrete member with a U-shaped cross section,
For example, a proposal such as Japanese Patent Publication No. 56-50846 has become publicly known, but the centrifugal forming apparatus shown in this proposal is suitable for manufacturing small precast concrete members such as U-shaped grooves. However, it was not suitable for centrifugal forming of long columns and beams, as the forming equipment became too large.

本発明は、上記のような事情に鑑みてなされた
ものであり、その目的は、作業性の良い横断面コ
字状のプレキヤストコンクリート製部材並びにこ
れを遠心成形で製作するための成形型枠を廉価に
提供することにある。
The present invention has been made in view of the above-mentioned circumstances, and its purpose is to provide a precast concrete member having a U-shaped cross section with good workability, and a molding frame for manufacturing the same by centrifugal molding. The aim is to provide the following at a low price.

≪課題を解決するための手段≫ 本発明は、遠心成形により、互いに間隔を隔て
て相対向する2辺とこれら2辺を結ぶ1辺とを有
する横断面コ字状に成形されるプレキヤストコン
クリート製部材において、上記横断面コ字状の肉
厚部にその横断面形状に沿つて配設されると共に
上記相対向する2辺それぞれの端縁から外方へ突
出される剪断補強筋を設けて構成する。
<<Means for Solving the Problems>> The present invention provides precast concrete formed by centrifugal forming into a U-shaped cross section having two sides facing each other at a distance and one side connecting these two sides. In the manufactured member, shear reinforcing bars are provided in the thick wall portion having a U-shaped cross section and are arranged along the cross section and project outward from the edges of each of the two opposing sides. Configure.

また本発明は、横断面コ字状のプレキヤストコ
ンクリート製部材を遠心成形するための成形型枠
を、横断面が矩形の筒体状をなすとともに、その
筒体の軸芯を中心にして回転駆動される外型枠
と、該外型枠内にその軸方向に沿つて設けられて
該外型枠との間に横断面環状の遠心成形空間を画
成する内型枠と、内型枠と外型枠とで画成される
遠心成形空間内に軸方向に沿つて配置されるとと
もに、外型枠の相対向する2つの内壁面に密着し
て設けられて成形空間を2つに仕切る縁ぎり材と
を備えて構成する。
Furthermore, the present invention provides a molding frame for centrifugally forming a precast concrete member having a U-shaped cross section. an outer formwork to be driven; an inner formwork provided along the axial direction within the outer formwork to define a centrifugal molding space with an annular cross section between the outer formwork; and an inner formwork. It is arranged along the axial direction in the centrifugal molding space defined by the outer mold and the outer mold, and is provided in close contact with two opposing inner wall surfaces of the outer mold to partition the molding space into two. It is composed of a border material.

≪作用≫ 上記構成のプレキヤストコンクリート製部材
は、その肉厚部に剪断補強筋が配設されるように
遠心成形段階において既に剪断補強筋が装着され
るように構成されており、部材自体を高い剛性で
製造できると共に、これにより肉厚を薄くして軽
量化を図ることもできる。また現場での配筋作業
を軽減でき、施工を簡便化することもできる。ま
た、製造時に剪断補強筋を配筋しておくので、現
場での配筋に比べて精度良く配筋することができ
る。
<<Function>> The precast concrete member having the above structure is configured so that shear reinforcement is already installed in the thick part of the member during the centrifugal forming stage, and the member itself is Not only can it be manufactured with high rigidity, but it can also be made thinner and lighter. In addition, the reinforcement work on site can be reduced and construction can be simplified. In addition, since the shear reinforcing bars are placed during manufacturing, the reinforcement can be placed more accurately than on-site.

上記構成の遠心成形型枠によれば、外型枠と内
型とで画成される横断面環状の遠心成形空間が縁
ぎり材によつて軸方向に沿つて2分されているの
で、この型枠内に生コンクリートを打設して遠心
成形すると、横断面コ字状の溝型のプレキヤスト
コンクリート製部材が2体得られる。また、外型
枠と内型枠とには、遠心成形で製作している横断
面矩形の筒状部材用の型枠をそのまま使用でき、
これに縁ぎり材を取付けるだけなので、プレキヤ
ストコンクリート製部材の遠心成形型枠を廉価に
提供できる。
According to the centrifugal molding form having the above configuration, the centrifugal molding space having an annular cross section defined by the outer mold and the inner mold is divided into two along the axial direction by the edging material. When fresh concrete is placed in a form and centrifugally formed, two groove-shaped precast concrete members with a U-shaped cross section are obtained. In addition, for the outer formwork and the inner formwork, the formwork for cylindrical members with a rectangular cross section manufactured by centrifugal molding can be used as is.
Since all that is required is to attach edge materials to this, centrifugal molding forms for precast concrete members can be provided at low cost.

≪実施例≫ 以下に、本発明の好適な実施例を添附図面に基
づき詳述する。
<<Example>> Hereinafter, preferred embodiments of the present invention will be described in detail based on the accompanying drawings.

第1図はプレキヤストコンクリート製部材を遠
心成形するための成形型枠の横断面図、第2図は
上記成形型枠の斜視図、第3図は上記成形型枠と
これを回転駆動させる装置とを示した正面図であ
る。
Fig. 1 is a cross-sectional view of a forming form for centrifugally forming precast concrete members, Fig. 2 is a perspective view of the forming form, and Fig. 3 is the forming form and the device for rotating it. FIG.

第1図〜第3図に示すように、遠心成形型枠2
は横断面が長方形の矩形をなして所定の長さを有
する筒体状の外型枠4と、この外型枠4内の4つ
の隅角部4aに近接して配置されて設けられる横
断面が直角三角形の内柄枠6、及び外型枠4の相
対向する内壁面に密着されて設けられる縁ぎり材
8とから主になる。
As shown in Figs. 1 to 3, the centrifugal molding frame 2
A cylindrical outer form 4 having a rectangular cross section and a predetermined length, and a cross section provided close to four corners 4a in this outer form 4. It mainly consists of a right-angled triangular inner handle frame 6 and edge trimming members 8 provided in close contact with the opposing inner wall surfaces of the outer frame 4.

内型枠6は直角に形成されている頂角6aが外
型枠4の各隅角部4aに臨んで配置されている。
上記外型枠4と各内型枠6,…とはその長手方向
の両端で相互に端板10で結合されていて、部材
の横断面に対応する内部空間はその端板10で閉
塞されている。
The inner formwork 6 is disposed such that its vertical apex 6a faces each corner 4a of the outer formwork 4.
The outer formwork 4 and each inner formwork 6, . . . are connected to each other by end plates 10 at both ends in the longitudinal direction, and the internal space corresponding to the cross section of the member is closed by the end plates 10. There is.

また、外型枠4にはその外周側に2つの回転駆
動用円板12,12が装着されていて、この回転
駆動用12,12が回転駆動装置14の駆動側ド
ラム16及び従動側ドラム18上に裁置されて、
その外型枠4の軸芯を中心にして回転されるよう
になつている。そして、上記端板10の一方に
は、図示していないが外型枠4の軸芯位置に符合
されてその端板10に回転自在に生コンクリート
の供給パイプが取付けられていて、この供給パイ
プを通じて外型枠4内にコンクリートポンプから
生コンクリートが供給されるようになつている。
Further, two rotary drive discs 12, 12 are attached to the outer circumferential side of the outer form frame 4, and these rotary drive discs 12, 12 are connected to the drive side drum 16 and driven side drum 18 of the rotation drive device 14. placed above;
It is adapted to be rotated around the axis of the outer formwork 4. Although not shown, a ready-mixed concrete supply pipe is rotatably attached to the end plate 10 in alignment with the axis of the outer formwork 4, although this supply pipe is not shown. Fresh concrete is supplied from a concrete pump into the outer formwork 4 through the concrete pump.

また、縁ぎり材8は直方体状をなし横断面長方
形の長辺部分を形成して相対向する外型枠4の2
つの内壁面4b,4bのほぼ中央に密着されて軸
方向に沿つて配置される。そして、この縁ぎり材
8には例えば発泡スチロール等が使用される。
Furthermore, the edge trimming material 8 has a rectangular parallelepiped shape and forms a long side portion of a rectangle in cross section, and two of the opposing outer formworks 4 are formed.
The two inner wall surfaces 4b, 4b are disposed in close contact approximately at the center along the axial direction. The edge material 8 is made of, for example, styrofoam.

従つて、このようにしてなる遠心成形型枠2
を、回転駆動装置14上に載置して回転させなが
らその遠心成形型枠2内に所定量の生コンクリー
トを打設すると、生コンクリートは遠心力によつ
て内型枠6と内型枠4との間の遠心成形空間内に
充填されていき、外型枠4の内周壁面に押圧され
つつほぼ均一な厚みで層状化され、かつその内部
に含有される余分な水分が遠心力で排出されなが
ら次第に締め固められていく。
Therefore, the centrifugal molding frame 2 made in this way
is placed on the rotary drive device 14 and poured into the centrifugal forming form 2 while rotating. When the ready-mixed concrete is poured into the inner formwork 6 and the inner formwork 4 by centrifugal force, The water is filled into the centrifugal molding space between the outer formwork 4 and formed into a layer with a substantially uniform thickness while being pressed against the inner circumferential wall surface of the outer formwork 4, and excess water contained inside is discharged by centrifugal force. It is gradually being tightened.

この際、外型枠4と内型枠6とで画成される遠
心成形空間は縁ぎ材8で軸方向に沿つて2分され
ているので、結果的には横断面コ字状の溝型のプ
レキヤストコンクリート製部材20が高品質に2
体同時に製作されることになる。
At this time, since the centrifugal molding space defined by the outer formwork 4 and the inner formwork 6 is divided into two along the axial direction by the edge material 8, the resulting groove has a U-shaped cross section. High quality precast concrete member 20 of the mold 2
The body will be manufactured at the same time.

このプレキヤストコンクリート製部材20は、
遠心成形により、互いに間隔を隔てて相対向する
2辺とこれら2辺を結ぶ1辺とを有する横断面コ
字状に成形され、これには、横断面コ字状の肉厚
部にその横断面形状に沿つて配設されると共に相
対向する2辺それぞれの端縁から外方へ突出され
る剪断補強筋22が設けられて構成されている。
This precast concrete member 20 is
By centrifugal molding, it is formed into a U-shaped cross section with two opposing sides spaced apart from each other and one side connecting these two sides. Shear reinforcing bars 22 are provided along the surface shape and protrude outward from the edges of each of two opposing sides.

このように製作されたプレキヤストコンクリー
ト製部材20は、梁材の底型枠用としては勿論、
柱と壁とが接続する部分の柱材等に利用できる。
The precast concrete member 20 manufactured in this way can of course be used for the bottom formwork of beam materials.
It can be used for pillar materials where pillars and walls connect.

第1図中に示される22は、剪断補強筋であ
り、この剪断補強筋22は環状をなして図示する
左右の各部材20,20内にその軸方向に適宜間
隔を隔てて多数埋設されている。そして、この剪
断補強筋22は横断面コ字状の部材20,20の
開放側にその一部が露出されるようになつてい
て、左右の各部材20,20でその剪断補強筋2
2が軸方向に沿つて交互に配設されるようになつ
ている。
Reference numeral 22 shown in FIG. 1 indicates shear reinforcing bars, and the shear reinforcing bars 22 are annular and are embedded in large numbers at appropriate intervals in the axial direction within each of the left and right members 20, 20 shown. There is. The shear reinforcing bars 22 are partially exposed on the open side of the members 20, 20 having a U-shaped cross section, and the shear reinforcing bars 22 are partially exposed on the open side of the members 20, 20 having a U-shaped cross section.
2 are arranged alternately along the axial direction.

このように構成したプレキヤストコンクリート
製部材20は、その肉厚部に剪断補強筋22が配
設されるように遠心成形段階において既に剪断補
強筋22が装着されるように構成されており、部
材20自体を剛性高く製造できると共に、これに
より肉厚を薄くして軽量化を図ることもできる。
また現場での配筋作業を軽減でき、施工を簡便化
することもできる。また、製造時に剪断補強筋2
2を配筋しておくので、現場での配筋に比べて精
度良く配筋することができる。
The precast concrete member 20 configured in this manner is configured such that the shear reinforcing bars 22 are already installed in the centrifugal forming stage so that the shear reinforcing bars 22 are provided in the thick part of the member. 20 itself can be manufactured with high rigidity, and this also allows the wall thickness to be reduced and weight reduction to be achieved.
In addition, the reinforcement work on site can be reduced and construction can be simplified. Also, during manufacturing, shear reinforcing bars 2
2, the reinforcement can be placed more accurately than on-site reinforcement.

≪効果≫ 以上要するに本発明によれば、次のような優れ
た効果を発揮する。
<<Effects>> In summary, according to the present invention, the following excellent effects are exhibited.

(1) 肉厚部に剪断補強筋が配設されるように遠心
成形段階において既に剪断補強筋が装着される
ように構成されており、部材自体を高い剛性で
製造できると共に、これにより肉厚を薄くして
軽量化を図ることもできる。また現場での配筋
作業を軽減でき、施工を簡便化することもでき
る。また、製造時に剪断補強筋を配筋しておく
ので、現場での配筋に比べて精度良く配筋する
ことができる。
(1) The structure is such that the shear reinforcement is already installed at the centrifugal molding stage so that the shear reinforcement is installed in the thick wall part, and the part itself can be manufactured with high rigidity, and this also allows the wall thickness to be increased. It is also possible to reduce the weight by making it thinner. In addition, the reinforcement work on site can be reduced and construction can be simplified. In addition, since the shear reinforcing bars are placed during manufacturing, the reinforcement can be placed more accurately than on-site.

(2) 外型枠と内型枠とで画成される横断面環状の
遠心成形空間を、縁ぎり材によつて軸方向に沿
つて2分して横断面コ字状のプレキヤストコン
クリート製部材を遠心成形型枠を構成するの
で、遠心成形で製作している横断面矩形の筒状
部材用の型枠をそのまま使用して、横断面コ字
状のプレキヤストコンクリート製部材の遠心成
形型枠を廉価に提供できる。また、この遠心成
形型枠内に生コンクリートを打設して横断面コ
字状の溝型のプレキヤストコンクリート製部材
を遠心成形すると、その部材を同時に2体作成
することができ、製作効率を向上できると共
に、高品質のプレキヤストコンクリート部材を
製作することができる。
(2) The centrifugal molding space, which has an annular cross section defined by the outer formwork and the inner formwork, is divided into two along the axial direction by edge cutting materials, and is made of precast concrete with a U-shaped cross section. Since the parts constitute a centrifugal molding form, the formwork for a cylindrical member with a rectangular cross section manufactured by centrifugal molding can be used as is to create a centrifugal mold for a precast concrete member with a U-shaped cross section. We can provide frames at low prices. In addition, by pouring fresh concrete into this centrifugal forming form and centrifugally forming a channel-shaped precast concrete member with a U-shaped cross section, it is possible to create two members at the same time, increasing production efficiency. In addition, it is possible to manufacture high-quality precast concrete members.

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

第1図は本発明に係るプレキヤストコンクリー
ト製部材の遠心成形型枠並びにそれによつて製造
されるプレキヤストコンクリート製部材を横断
面、第2図は上記遠心成形型枠の全体の斜視図、
第3図はこの遠心成形型枠とこれを回転駆動させ
る回転駆動装置とを示す正面図である。 2……遠心成形型枠、4……外型枠、6……内
型枠、8……縁ぎり材、14……回転駆動装置、
20……プレキヤストコンクリート製部材、22
……剪断補強筋。
FIG. 1 is a cross-sectional view of a centrifugal forming form for a precast concrete member according to the present invention and a precast concrete member manufactured thereby, and FIG. 2 is a perspective view of the entire centrifugal forming form.
FIG. 3 is a front view showing this centrifugal molding frame and a rotation drive device for rotationally driving the centrifugal molding frame. 2...Centrifugal molding formwork, 4...Outer formwork, 6...Inner formwork, 8...Edge material, 14...Rotary drive device,
20... Precast concrete member, 22
...Shear reinforcement.

Claims (1)

【特許請求の範囲】 1 遠心成形により、互いに間隔を隔てて相対向
する2辺とこれら2辺を結ぶ1辺とを有する横断
面コ字状に成形されるプレキヤストコンクリート
製部材において、上記横断面コ字状の肉厚部にそ
の横断面形状に沿つて配設されると共に上記相対
向する2辺それぞれの端縁から外方へ突出される
剪断補強筋を設けたことを特徴とするプレキヤス
トコンクリート製部材。 2 横断面コ字状のプレキヤストコンクリート製
部材を遠心成形するための成形型枠において、 横断面が矩形の筒体状をなすとともに、その筒
体の軸芯を中心にして回転駆動される外型枠と、 該外型枠内にその軸方向に沿つて設けられて該
外型枠との間に横断面環状の遠心成形空間を画成
する内型枠と、 該内型枠と外型枠とで画成される前記遠心成形
空間内に軸方向に沿つて配置されるとともに、前
記外型枠の相対向する2つの内壁面に密着して設
けられ前記成形空間を2つに仕切る縁ぎり材と、 を備えたことを特徴とするプレキヤストコンクリ
ート製部材の遠心成形型枠。
[Scope of Claims] 1. In a precast concrete member formed by centrifugal forming into a U-shaped cross section having two opposing sides spaced apart from each other and one side connecting these two sides, the above-mentioned cross section A plate characterized in that shear reinforcing bars are provided in the U-shaped thick wall portion along its cross-sectional shape and protrude outward from the edges of each of the two opposing sides. Cast concrete components. 2 In a forming form for centrifugally forming a precast concrete member with a U-shaped cross section, the cross section is rectangular and cylindrical, and the outside is driven to rotate around the axis of the cylinder. a mold; an inner mold that is provided along the axial direction within the outer mold and defines a centrifugal molding space with an annular cross section between the outer mold; the inner mold and the outer mold; an edge that is disposed along the axial direction within the centrifugal molding space defined by the frame, and that is provided in close contact with two opposing inner wall surfaces of the outer mold frame and partitions the molding space into two; A centrifugal forming formwork for precast concrete members, characterized by comprising a girder and the following.
JP26417888A 1988-10-21 1988-10-21 Centrifugally molding form for member made of precast concrete Granted JPH02112904A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP26417888A JPH02112904A (en) 1988-10-21 1988-10-21 Centrifugally molding form for member made of precast concrete

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP26417888A JPH02112904A (en) 1988-10-21 1988-10-21 Centrifugally molding form for member made of precast concrete

Publications (2)

Publication Number Publication Date
JPH02112904A JPH02112904A (en) 1990-04-25
JPH0453685B2 true JPH0453685B2 (en) 1992-08-27

Family

ID=17399547

Family Applications (1)

Application Number Title Priority Date Filing Date
JP26417888A Granted JPH02112904A (en) 1988-10-21 1988-10-21 Centrifugally molding form for member made of precast concrete

Country Status (1)

Country Link
JP (1) JPH02112904A (en)

Also Published As

Publication number Publication date
JPH02112904A (en) 1990-04-25

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