JPH026096Y2 - - Google Patents

Info

Publication number
JPH026096Y2
JPH026096Y2 JP13621284U JP13621284U JPH026096Y2 JP H026096 Y2 JPH026096 Y2 JP H026096Y2 JP 13621284 U JP13621284 U JP 13621284U JP 13621284 U JP13621284 U JP 13621284U JP H026096 Y2 JPH026096 Y2 JP H026096Y2
Authority
JP
Japan
Prior art keywords
concrete
formwork
reinforcement
main
distribution
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
JP13621284U
Other languages
Japanese (ja)
Other versions
JPS6154024U (en
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 filed Critical
Priority to JP13621284U priority Critical patent/JPH026096Y2/ja
Publication of JPS6154024U publication Critical patent/JPS6154024U/ja
Application granted granted Critical
Publication of JPH026096Y2 publication Critical patent/JPH026096Y2/ja
Expired legal-status Critical Current

Links

Landscapes

  • Retaining Walls (AREA)
  • Revetment (AREA)

Description

【考案の詳細な説明】 [産業上の利用分野] 本考案は、消波コンクリートブロツク、消波ケ
ーソンあるいは擁壁、防波堤、堤防、護岸、ダム
その他の土木構築物を作成する際に用いる従来の
鋼製あるいは板製型枠に代るコンクリート製の捨
枠に関するものである。
[Detailed description of the invention] [Industrial field of application] The present invention applies to conventional steel used when creating wave-dissipating concrete blocks, wave-dissipating caissons, or retaining walls, breakwaters, embankments, seawalls, dams, and other civil engineering structures. This relates to a concrete waste frame that can be used as an alternative to wooden or board formwork.

[従来の技術] 構築物を施工する際には、従来鋼製あるいは仮
製の型枠を使用していたが、これらにあつては型
枠の組立てのみならず取外ずしの両作業を必要と
し、さらに取外ずし後の引き取りの手間が掛るの
で経費が嵩む。
[Conventional technology] Conventionally, steel or temporary formwork has been used when constructing structures, but these require both the assembly and removal of the formwork. In addition, it takes time and effort to pick up the product after it has been removed, which increases costs.

また、本体コンクリートが硬化するまで型枠を
取外ずしできないので、現場作業が長く掛る欠点
を有している。
Furthermore, since the formwork cannot be removed until the main concrete has hardened, it has the disadvantage that on-site work takes a long time.

[問題を解決するための手段] そこで本考案は、従来の型枠部分を構築部材と
同材料であるコンクリートにて製作するとともに
このプレキヤスト部材(PC部材)内に構築せん
とするコンクリート構築部材に必要な鉄筋総量を
あらかじめ組込んで製作し、このPC部材を型枠
として組立てると同時にそのまま現場打ちコンク
リートの本体部分と一体化させ構築部材とする。
そしてこの一体化にあたり、PC部材と本体部分
が強固に接合するように、PC部材の本体側の内
面を凹凸に形成するとともに埋設する鉄筋の一部
を露出させてある。
[Means for solving the problem] Therefore, the present invention is to manufacture the conventional formwork part from concrete, which is the same material as the construction member, and to make the concrete construction member to be constructed inside this precast member (PC member). The required total amount of reinforcing bars is assembled in advance, and the PC members are assembled as a formwork, and at the same time, they are integrated with the main body of cast-in-place concrete to become a construction member.
During this integration, the inner surface of the PC member on the main body side is made uneven and a portion of the reinforcing bars to be buried are exposed so that the PC member and the main body part are firmly joined.

[実施例] 図面に示す一実施例に従つて説明する。[Example] An embodiment shown in the drawings will be explained.

比較的薄い型枠状のプレキヤストコンクリート
(PCコンクリート)体には、長手方向に主筋2を
配し、そしてこれと直交する方向に配力筋3を分
布させさらに平行に凹部4と凸部5を交互に形成
してある。
In a relatively thin formwork-shaped precast concrete (PC concrete) body, main reinforcements 2 are arranged in the longitudinal direction, distribution reinforcements 3 are distributed in a direction perpendicular to this, and concave portions 4 and convex portions 5 are distributed in parallel. are formed alternately.

そしてこの主筋と配力筋の量は製作する構造物
に必要とされる鉄筋総量を組み入れしてある。
The amount of main reinforcement and distribution reinforcement incorporates the total amount of reinforcement required for the structure to be manufactured.

また凹凸の形状は断面波形であろうとあるいは
トラス状であろうと同じである。
Moreover, the shape of the unevenness is the same whether it is a cross-sectional waveform or a truss shape.

この場合、凹凸は一定ピツチで主筋方向に順次
配列されているが、幅、高さおよびピツチは任意
に設定でき必ずしも一定とする必要はなく、両端
部で大きくそして中間部で小さくすることもで
き、構造条件に適合するように任意に設定でき
る。
In this case, the unevenness is arranged sequentially in the direction of the main reinforcement with a constant pitch, but the width, height, and pitch can be set arbitrarily and do not necessarily have to be constant, and can be large at both ends and small in the middle. , can be set arbitrarily to suit the structural conditions.

図においては、凹部分に主筋と配力筋の一部が
ともに露出して示してあるが、一方のみ露出させ
てもよく、あるいはまた凹凸の両部分にて露出さ
せてもよい。
In the figure, both the main reinforcement and the distribution reinforcement are partially exposed in the concave portion, but only one of them may be exposed, or they may be exposed in both the concave and convex portions.

このように本考案捨枠は形成され、構造物を施
工するときには、型枠として組立て現場打ちコン
クリートを流し込めば、この型枠(捨枠)内の凹
部4に現場打ちコンクリートが入り込み、またこ
の部分に露出させた鉄筋とにより両者の一体化が
十分に行われる。そして一体化後に捨枠は構造部
材の一部となる。
The waste frame of the present invention is formed in this way, and when constructing a structure, if the cast-in-place concrete is poured into the formwork, the cast-in-place concrete will enter the recesses 4 in this formwork (the waste frame), and The two are fully integrated with the exposed reinforcing bars. After integration, the waste frame becomes part of the structural member.

[考案の効果] このように型枠をそのまま構造部材として組み
込んでしまうので、型枠を取り外ずす手間を要せ
ず、またこの捨枠内には施工する構造部材に必要
な鉄筋総量を計算して予め組み込んでおけるの
で、現場にては鉄筋組みの作業が不要となるの
で、大幅な工期の短縮を図れる。
[Effects of the invention] Since the formwork is directly incorporated as a structural member in this way, there is no need to remove the formwork, and the total amount of reinforcing bars required for the structural member to be constructed can be stored within this waste frame. Since it can be calculated and installed in advance, there is no need to assemble reinforcing bars on site, which can significantly shorten the construction period.

さらに、本体と捨枠との接合面を凹凸に形成し
たことで、この両者の構造合成効果が増大したも
のとなつている。
Furthermore, by forming the joint surface between the main body and the waste frame into an uneven shape, the effect of combining the structures of the two is increased.

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

図は、本考案実施例の斜視図。 2……主力筋、3……配力筋、4……凹部、5
……凸部。
The figure is a perspective view of an embodiment of the present invention. 2...Main force reinforcement, 3...Distributing reinforcement, 4...Concavity, 5
...Protrusion.

Claims (1)

【実用新案登録請求の範囲】 (1) 表面に凸凹を設けてなる型枠状コンクリート
部材内に適宜数の主筋が、その間を連絡する配
力筋とともに一部露出して埋設されてなるコン
クリート捨枠。 (2) 凹部のみに主筋が、配力筋とともに一部露出
してなる実用新案登録請求の範囲(1)に請求のコ
ンクリート捨枠。
[Scope of Claim for Utility Model Registration] (1) A concrete dumping material in which an appropriate number of main reinforcing bars are partially exposed and buried in a formwork-like concrete member with an uneven surface, along with distribution bars connecting between them. frame. (2) A concrete waste frame as claimed in claim (1) for utility model registration, in which the main reinforcement is partially exposed along with the distribution reinforcement only in the recess.
JP13621284U 1984-09-10 1984-09-10 Expired JPH026096Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13621284U JPH026096Y2 (en) 1984-09-10 1984-09-10

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13621284U JPH026096Y2 (en) 1984-09-10 1984-09-10

Publications (2)

Publication Number Publication Date
JPS6154024U JPS6154024U (en) 1986-04-11
JPH026096Y2 true JPH026096Y2 (en) 1990-02-14

Family

ID=30694677

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13621284U Expired JPH026096Y2 (en) 1984-09-10 1984-09-10

Country Status (1)

Country Link
JP (1) JPH026096Y2 (en)

Also Published As

Publication number Publication date
JPS6154024U (en) 1986-04-11

Similar Documents

Publication Publication Date Title
JPH026096Y2 (en)
JPH0971907A (en) Precast concrete girder for composite floor slab bridge
JPH03156094A (en) Under-roadbed traverse round section structure and its construction
JPH08209653A (en) Form block for civil engineering and construction building, building structure using it, and construction thereof
JPH0453203B2 (en)
JPH026097Y2 (en)
JP2786965B2 (en) Precast concrete board for reinforced concrete wall
US20030061672A1 (en) Bridge construction method and composite girder for use in same
JPH0321361Y2 (en)
KR930003436B1 (en) Assembly bridge structure
JPS6323475Y2 (en)
JPS6250617B2 (en)
JPH07180126A (en) Construction block and retaining wall using the block
JP3026058B2 (en) PC composite floor slab
JPH0320410Y2 (en)
JP2628504B2 (en) Retaining wall method
JPH026095Y2 (en)
JP2943142B1 (en) Precast concrete slab and manufacturing method thereof
JP2592151B2 (en) Girder girder retaining wall
JPS60144439A (en) Construction of outer concrete wall using truss panel for outer wall
JPH0352822Y2 (en)
JPH0211477Y2 (en)
JPH067075Y2 (en) Building foundation
JPH0141783Y2 (en)
JPH0141784Y2 (en)