JPH0967898A - Thin beam pc form - Google Patents

Thin beam pc form

Info

Publication number
JPH0967898A
JPH0967898A JP22561095A JP22561095A JPH0967898A JP H0967898 A JPH0967898 A JP H0967898A JP 22561095 A JP22561095 A JP 22561095A JP 22561095 A JP22561095 A JP 22561095A JP H0967898 A JPH0967898 A JP H0967898A
Authority
JP
Japan
Prior art keywords
side plate
sleeve nut
thin
plate portion
side plates
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
JP22561095A
Other languages
Japanese (ja)
Other versions
JP3067605B2 (en
Inventor
Heizo Kawase
平蔵 川瀬
Masahiko Okita
雅彦 沖田
Motoki Kobayashi
幹樹 小林
Mitsusachi Yasuhara
光幸 安原
Shigekazu Sakurai
繁和 桜井
Takeshi Watanabe
剛 渡辺
Kei Sakamoto
圭 坂本
Tetsuo Ito
徹郎 伊東
Yasushi Yamashita
裕史 山下
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 JP7225610A priority Critical patent/JP3067605B2/en
Publication of JPH0967898A publication Critical patent/JPH0967898A/en
Application granted granted Critical
Publication of JP3067605B2 publication Critical patent/JP3067605B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

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  • Rod-Shaped Construction Members (AREA)

Abstract

PROBLEM TO BE SOLVED: To easily form a thin beam PC form, by erecting the right and left side plates of the bottom plate part to form a U-shape rising from the fold line and adjusting and fixing them through a separator and a sleeve nut while rotating a bolt inserted from the outside. SOLUTION: A flat precast concrete board integrally connected to side plates 3, 3 through V-shaped folds 2 longitudinally formed at both sides of a bottom plate 1 is erected at site from the folds lines 2 as the base point thereof. One end of a separator body 12 forming a shorter rod than the inner width of beam is fixed to one of side plates 3 with resin concrete or the like and one end of a sleeve nut 14 is screwed in the other end and the other end of the sleeve nut 14 is adjusted to be oppositely arranged in the inside of the other side plate 3. A bolt 16 is inserted in the bolt hole from the outside of the other side plate 3 and screwed in the sleeve nut 14 and further, both side plates 3, 3 are fixed in the erected state to form a thin beam PC form.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は、平板状のPC版の
両側を折目に沿って立ち上げることによって構成される
薄肉梁PC型枠に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a thin-walled PC mold formed by raising both sides of a flat plate PC plate along folds.

【0002】[0002]

【従来の技術】薄肉PC型枠を用いた構造物の施工方法
は、予め、柱、梁、床スラブなどの部材形状に形成され
た薄肉PC型枠を構造物形状に組立て、その後鉄筋を配
筋し、コンクリートを打設することによって薄肉PC型
枠に一体化させることにより、薄肉PC型枠の組立形状
の外観に沿った構造物を得られる。従って、この施工法
では、型枠及び支保工の設置や撤去作業が不要となり、
施工工数が低減し工期が短縮できる利点がある。
2. Description of the Related Art A method of constructing a structure using a thin-walled PC formwork is to assemble a thin-walled PC formwork, which is previously formed in a member shape such as a pillar, a beam, or a floor slab, into a structure shape, and then install a reinforcing bar. A structure that conforms to the appearance of the assembled shape of the thin-walled PC form can be obtained by forming the thin-walled PC formwork by integrating the thin-lined PC form by striking and placing concrete. Therefore, this construction method eliminates the need for installation and removal of formwork and support,
It has the advantage of reducing the number of construction steps and shortening the construction period.

【0003】これらのうち、薄肉梁PC型枠は、その部
材の薄さ故に、一対の折目を有する平板状のプレキャス
トコンクリート版を前記折目を基点に立ち上げることに
より、底板部と、該底板部の両側にコ字形をなして立上
がる両側板部を一体に形成したものが開発され、搬送、
ストック時における省スペース化を図っている。
Among these, the thin-walled beam PC form is, due to the thinness of its members, a flat plate-shaped precast concrete slab having a pair of folds, which is raised from the folds as a base point, thereby The one in which both side plate parts that form a U shape and stand up on both sides of the bottom plate part has been developed and transported,
We are trying to save space when stocked.

【0004】図3にその構造をした薄肉梁PC型枠を示
す。このものは底板部1の両側に長手方向に沿ってv字
形の折目2を介してその左右に側板部3が一体に連続
し、これを施工現場において矢印に示すように、折目2
をヒンジ基点として左右の側板部3を立ち上げることに
よって、断面コ字状の薄肉梁PC型枠に形成される。
FIG. 3 shows a thin-walled beam PC form having such a structure. In this product, side plate portions 3 are integrally connected to both sides of the bottom plate portion 1 along the longitudinal direction via v-shaped fold portions 2 and, as shown by an arrow at the construction site, fold line 2 is formed.
By raising the left and right side plate portions 3 with the hinge as the base point, a thin-walled beam PC form having a U-shaped cross section is formed.

【0005】この場合、両側板部3をコ字状に立ち上げ
保持するために、両側板部3間に所定間隔をおいて複数
のセパレータ4を配置している。
In this case, a plurality of separators 4 are arranged between the side plate portions 3 at predetermined intervals in order to raise and hold the side plate portions 3 in a U-shape.

【0006】セパレータ4は、前記両側板部3を立ち上
げ状態に保持するとともに、これの内部に打設されるコ
ンクリートの側圧に対抗させるために設けられるもの
で、一端をそれぞれ両側板部3にレジンコンクリートな
どを介して固定されたロッド状の一対の本体4aと、中
央にあって、本体4a同士の他端を接続した調整用のタ
ーンバックル4bとからなっている。
The separator 4 is provided to hold the both side plate portions 3 in a standing state and to counter the lateral pressure of the concrete placed therein, and one end of each of the two side plate portions 3 is attached to the side plate portion 3. It is composed of a pair of rod-shaped main bodies 4a fixed via resin concrete and the like, and an adjustment turnbuckle 4b in the center which connects the other ends of the main bodies 4a.

【0007】[0007]

【発明が解決しようとする課題】以上の梁PC型枠の高
さは、800mm、幅は600mm、部材厚みは25mmであ
り、またセパレータ4の配置高さは、底板部1の内底面
から45mmの高さ位置に限定される。これは、後に内部
に配筋される鉄筋の配筋作業の障害を避けるために、こ
の高さ位置を上限としている。
The height of the above-mentioned beam PC formwork is 800 mm, the width is 600 mm, the member thickness is 25 mm, and the placement height of the separator 4 is 45 mm from the inner bottom surface of the bottom plate portion 1. Limited to height position. This is set to this height position as an upper limit in order to avoid a hindrance to the reinforcing work of the reinforcing bar to be arranged inside later.

【0008】従って、ターンバックル4bの調整作業に
当っては、作業員が身を乗出してターンバックル4bの
外周に締付け工具を係合して回動させなければならず、
底板部からの高さ位置が低いために一回動毎に工具が直
ちに底に当ってしまうため、一操作毎の調整量が少な
く、またその都度工具を一旦外してから、再度回動作業
に好適な角度を見つけてこれを係合しながら回動させな
ければならないため、作業能率が悪い上に、作業員に無
理な姿勢を強いるため作業性が悪いという問題があっ
た。
Therefore, in the adjustment work of the turnbuckle 4b, the worker must lean out and engage the tightening tool with the outer circumference of the turnbuckle 4b to rotate it.
Since the height position from the bottom plate is low, the tool immediately hits the bottom with each turn, so the adjustment amount for each operation is small, and each time the tool is removed, it is necessary to turn again. Since it is necessary to find a suitable angle and rotate it while engaging it, there is a problem that work efficiency is poor and workability is poor because the worker is forced to take an unreasonable posture.

【0009】この発明は、以上の問題を解決するもので
あって、この種の構造の薄肉梁PC型枠におけるセパレ
ータの調整作業を簡単かつ能率良く行えるようにした薄
肉梁PC型枠を提供することを目的としている。
The present invention solves the above problems, and provides a thin-walled beam PC form which enables simple and efficient adjustment work of the separator in the thin-walled beam PC form of this type of structure. Is intended.

【0010】[0010]

【課題を解決するための手段】前記目的を達成するた
め、本発明のうち請求項1記載の発明は、一対の折目を
有する平板状のプレキャストコンクリート版を前記折目
を基点に立ち上げることにより、底板部と、該底板部の
両側にコ字形をなして立上がる両側板部を一体に形成す
るとともに、前記両側板部の間にセパレータを介在して
立ち上げ状態に保持した薄肉梁PC型枠において、前記
セパレータの本体長さを梁内法幅より短めに形成し、そ
の一端を前記一方の側板部に固定するとともに、他端に
スリーブナットを取付け、前記他方の側板部の外側より
これを貫通するボルトを前記スリーブナットにねじ込み
固定したことによって、外側からのボルトの回動操作に
よって調整及び固定作業を行うことができる。
In order to achieve the above object, the invention according to claim 1 of the present invention is to start up a flat plate-shaped precast concrete slab having a pair of folds with the folds as a base point. Thus, the bottom plate part and the both side plate parts which are formed in a U shape and stand up on both sides of the bottom plate part are integrally formed, and the separator is interposed between the both side plate parts to hold the thin-walled beam PC. In the mold, the length of the main body of the separator is formed to be shorter than the normal width of the beam, and one end of the separator is fixed to the one side plate portion, and the other end is attached with a sleeve nut. By fixing the bolt penetrating this through the sleeve nut by screwing, the adjustment and fixing work can be performed by the turning operation of the bolt from the outside.

【0011】[0011]

【発明の実施の形態】以下、本発明の好適な実施の形態
を添付図面を参照して詳細に説明する。図1、図2はこ
の発明にかかる薄肉梁PC型枠を示すものである。な
お、図において従来技術と同一箇所には同一符号を付
し、異なる箇所のみ異なる符号を用いて説明する。
BEST MODE FOR CARRYING OUT THE INVENTION Preferred embodiments of the present invention will be described in detail below with reference to the accompanying drawings. 1 and 2 show a thin-walled beam PC form according to the present invention. In the drawings, the same parts as those in the conventional technique are designated by the same reference numerals, and only different parts are denoted by different reference numerals.

【0012】図における薄肉梁PC型枠は、従来とほぼ
同様に、底板部1の両側に長手方向に沿ってv字形の折
目2を介してその左右に側板部3が一体に連続し、これ
を施工現場において、折目2をヒンジ基点として左右の
側板部3を立ち上げることによって、断面コ字状の薄肉
梁PC型枠に形成される。
In the thin-walled beam PC form shown in the figure, side plates 3 are integrally formed on both sides of the bottom plate 1 along the lengthwise direction through v-shaped folds 2 in the same manner as in the conventional case. At the construction site, the left and right side plate portions 3 are raised using the fold 2 as a hinge base point to form a thin-walled PC mold having a U-shaped cross section.

【0013】また、両側板部3をコ字状に立ち上げ保持
するために、両側板部3間に所定間隔をおいて本発明に
よる複数のセパレータ10を配置している。
A plurality of separators 10 according to the present invention are arranged at predetermined intervals between the side plate portions 3 in order to raise and hold the side plate portions 3 in a U-shape.

【0014】セパレータ10は、長さを梁内法幅より短
めに形成し、その一端を前記一方の側板部3にレジンコ
ンクリートなどを介して固定したロッド状のセパレータ
本体12と、本体12の他端側に一端をねじ込み固定さ
れ、他端側を他方の側板部3の内側に対接させたスリー
ブナット14と、他方の側板部3の外側より、これの内
外を貫通して形成されたボルト通し孔3aを通じて前記
スリーブナット14にねじ込まれるボルト16とからな
っている。
The separator 10 has a length shorter than the normal width of the beam, and one end of which is fixed to the one side plate portion 3 with resin concrete or the like. A sleeve nut 14 having one end screwed and fixed to the end side and the other end being in contact with the inside of the other side plate portion 3, and a bolt formed from the outside of the other side plate portion 3 through the inside and outside thereof. The bolt 16 is screwed into the sleeve nut 14 through the through hole 3a.

【0015】従って、立ち上げ時の側板部3の調整及び
固定作業は、先ず、スリーブナット14をねじ込み調整
して側板部3が垂直に立ち上がった状態で他方の側板部
3の内壁面に度当りするように調整し、しかる後、この
スリーブナット14をボルト通し孔3aに一致させた状
態でスパナなどで押え込み固定し、次いで外側よりボル
ト16をスリーブナット14にねじ込めば両者は締結
し、両側板部3を立ち上げ状態に固定する。
Therefore, in the adjustment and fixing work of the side plate portion 3 at the time of start-up, first, the sleeve nut 14 is screwed in and adjusted, and the side plate portion 3 stands up vertically, and then the inner wall surface of the other side plate portion 3 is hit. After that, the sleeve nut 14 is pressed and fixed with a spanner or the like in a state where the sleeve nut 14 is aligned with the bolt through hole 3a, and then the bolt 16 is screwed into the sleeve nut 14 from the outside to fasten them together. The plate portion 3 is fixed in the upright state.

【0016】この時、スリーブナット14は固定したま
まの状態であり、ボルト16のみを外側から回せば良い
ため、従来のターンバックルによる調整作業に比べて、
回動角度に制限を受けることなく調整及び固定作業を行
えることになる。また作業員はスリーブナット14の固
定に身を乗出して行うことも無くなるため、無理のない
姿勢で作業を行うことができる。
At this time, since the sleeve nut 14 remains fixed and only the bolt 16 needs to be turned from the outside, compared with the conventional adjustment work using the turnbuckle,
Adjustment and fixing work can be performed without being restricted by the rotation angle. Further, since the worker does not have to lean out to fix the sleeve nut 14, it is possible to perform the work in a comfortable posture.

【0017】[0017]

【発明の効果】以上実施の形態により詳細に説明したよ
うに本発明に係る薄肉梁PC型枠にあっては、外側から
のボルトの回動操作によって両側板の立ち上げ調整及び
固定作業作業を行うことができるため、従来のターンバ
ックルを用いた調整作業に比べて作業が簡単で、一操作
毎の調整量を大きくとれ、作業能率を大幅に向上できる
とともに、無理の無い姿勢で調整を行うことができるな
どの各種利点がある。
As described above in detail with reference to the embodiments, in the thin-walled beam PC form according to the present invention, the start-up adjustment and fixing work of both side plates can be performed by the turning operation of the bolt from the outside. Since it can be performed, the work is easier than the conventional adjustment work using a turnbuckle, the adjustment amount for each operation can be large, the work efficiency can be greatly improved, and the adjustment can be performed in a comfortable posture. There are various advantages such as being possible.

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

【図1】本発明に係る薄肉梁PC型枠の組立状態を示す
斜視図である。
FIG. 1 is a perspective view showing an assembled state of a thin beam PC mold according to the present invention.

【図2】同組立完成状態を示す断面図である。FIG. 2 is a sectional view showing a completed state of the assembly.

【図3】従来の薄肉梁PC型枠の組立状態を示す斜視図
である。
FIG. 3 is a perspective view showing an assembled state of a conventional thin-walled beam PC form.

【符号の説明】[Explanation of symbols]

1 底板部 2 折目 3 側板部 10 セパレータ 12 本体 14 スリーブナット 16 ボルト 1 Bottom plate part 2 Fold 3 Side plate part 10 Separator 12 Main body 14 Sleeve nut 16 Bolt

───────────────────────────────────────────────────── フロントページの続き (72)発明者 安原 光幸 兵庫県神戸市中央区西町35 株式会社大林 組神戸支店内 (72)発明者 桜井 繁和 兵庫県神戸市中央区西町35 株式会社大林 組神戸支店内 (72)発明者 渡辺 剛 兵庫県神戸市中央区西町35 株式会社大林 組神戸支店内 (72)発明者 坂本 圭 兵庫県神戸市中央区西町35 株式会社大林 組神戸支店内 (72)発明者 伊東 徹郎 兵庫県神戸市中央区西町35 株式会社大林 組神戸支店内 (72)発明者 山下 裕史 兵庫県神戸市中央区西町35 株式会社大林 組神戸支店内 ─────────────────────────────────────────────────── ─── Continued Front Page (72) Inventor Mitsuyuki Yasuhara 35 Nishimachi, Chuo-ku, Kobe City, Hyogo Prefecture Obayashi Corporation Kobe Branch (72) Inventor Shigekazu Sakurai 35 Nishimachi, Chuo-ku, Kobe City, Hyogo Prefecture Obayashi Kobe Corporation In branch (72) Inventor Go Watanabe 35 Nishimachi, Chuo-ku, Kobe-shi, Hyogo Obayashi Corp. Kobe Branch (72) Inventor Kei Sakamoto 35 Nishimachi, Chuo-ku, Kobe-shi, Hyogo Obayashi Corp. Kobe Branch (72) Invention Tetsuro Ito 35 Nishimachi, Chuo-ku, Kobe-shi, Hyogo Obayashi Corporation Kobe Branch (72) Inventor Hiroshi Yamashita 35 Nishimachi, Chuo-ku, Kobe City Hyogo Prefecture Obayashi Corporation Kobe Branch

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 一対の折目を有する平板状のプレキャス
トコンクリート版を前記折目を基点に立ち上げることに
より、底板部と、該底板部の両側にコ字形をなして立上
がる両側板部を一体に形成するとともに、前記両側板部
の間にセパレータを介在して立ち上げ状態に保持した薄
肉梁PC型枠において、 前記セパレータの本体長さを梁内法幅より短めに形成
し、その一端を前記一方の側板部に固定するとともに、
他端にスリーブナットを取付け、前記他方の側板部の外
側よりこれを貫通するボルトを前記スリーブナットにね
じ込み固定したことを特徴とする薄肉梁PC型枠。
1. A flat plate-shaped precast concrete slab having a pair of folds is erected from the folds as a base point to thereby form a bottom plate portion and both side plate portions that rise in a U shape on both sides of the bottom plate portion. In a thin beam PC form which is integrally formed and is held in a standing state with a separator interposed between the both side plate parts, the main body length of the separator is formed to be shorter than the beam inner width, and one end thereof is formed. While fixing to the one side plate portion,
A thin-walled beam PC form characterized in that a sleeve nut is attached to the other end, and a bolt penetrating from the outside of the other side plate portion is screwed into and fixed to the sleeve nut.
JP7225610A 1995-09-01 1995-09-01 Thin beam PC formwork Expired - Fee Related JP3067605B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7225610A JP3067605B2 (en) 1995-09-01 1995-09-01 Thin beam PC formwork

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7225610A JP3067605B2 (en) 1995-09-01 1995-09-01 Thin beam PC formwork

Publications (2)

Publication Number Publication Date
JPH0967898A true JPH0967898A (en) 1997-03-11
JP3067605B2 JP3067605B2 (en) 2000-07-17

Family

ID=16832027

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7225610A Expired - Fee Related JP3067605B2 (en) 1995-09-01 1995-09-01 Thin beam PC formwork

Country Status (1)

Country Link
JP (1) JP3067605B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106703287A (en) * 2015-11-18 2017-05-24 长沙理工大学 Assembled integral type beam, and construction method thereof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106703287A (en) * 2015-11-18 2017-05-24 长沙理工大学 Assembled integral type beam, and construction method thereof

Also Published As

Publication number Publication date
JP3067605B2 (en) 2000-07-17

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