JPH04348906A - Manufacture of precast concrete beam - Google Patents
Manufacture of precast concrete beamInfo
- Publication number
- JPH04348906A JPH04348906A JP12354091A JP12354091A JPH04348906A JP H04348906 A JPH04348906 A JP H04348906A JP 12354091 A JP12354091 A JP 12354091A JP 12354091 A JP12354091 A JP 12354091A JP H04348906 A JPH04348906 A JP H04348906A
- Authority
- JP
- Japan
- Prior art keywords
- precast concrete
- concrete
- formwork
- manufactured
- concrete beam
- 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.)
- Pending
Links
- 239000011178 precast concrete Substances 0.000 title claims abstract description 26
- 238000004519 manufacturing process Methods 0.000 title claims abstract description 20
- 239000004567 concrete Substances 0.000 claims abstract description 23
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 16
- 239000010959 steel Substances 0.000 claims abstract description 16
- 239000000463 material Substances 0.000 claims abstract description 15
- 238000000034 method Methods 0.000 claims abstract description 9
- 238000009415 formwork Methods 0.000 claims description 36
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 abstract 2
- 230000008901 benefit Effects 0.000 abstract 2
- 229910052742 iron Inorganic materials 0.000 abstract 1
- 238000009417 prefabrication Methods 0.000 abstract 1
- 230000003014 reinforcing effect Effects 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 229920006266 Vinyl film Polymers 0.000 description 2
- 238000005266 casting Methods 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 239000011120 plywood Substances 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
Landscapes
- Rod-Shaped Construction Members (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
Abstract
Description
【0001】0001
【産業上の利用分野】本発明は建築工事におけるコンク
リート躯体構築に使用されるプレキヤストコンクリート
梁の製造方法に係るものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for manufacturing precast concrete beams used for constructing concrete frames in construction work.
【0002】0002
【従来の技術】従来、プレキヤストコンクリート梁の製
造に際しては、1本のプレキヤスト梁の両面に型枠をパ
レータで所定間隔にセツトし、フオームタイ等の型枠締
付具によって組立て、締付け、コンクリート打設後解体
する工程を反覆していた。[Prior Art] Conventionally, when manufacturing precast concrete beams, formwork is set on both sides of a single precast beam using pallets at predetermined intervals, and the formwork is assembled, tightened, and concreted using formwork fasteners such as form ties. The process of construction and dismantling was repeated.
【0003】0003
【発明が解決しようとする課題】前記従来工法において
は型枠をすべての梁についてその両面に組立てるため、
大量の材料が必要であり、組立手間がかかり、製作コス
トが嵩み、更にまた型枠にセパレータを使用するために
、鉄筋を必らず先に組まなければならないという製造工
程上の制約があった。[Problem to be solved by the invention] In the conventional construction method, formwork is assembled on both sides of all beams, so
It requires a large amount of material, takes time to assemble, increases manufacturing costs, and has limitations in the manufacturing process, such as the need to assemble reinforcing bars first due to the use of separators in the formwork. Ta.
【0004】本発明は前記従来技術の有する問題点に鑑
みて提案されたもので、その目的とする処は、型枠を梁
の片面に設置するのみでプレキヤストコンクリート梁の
製造が可能であり、鉄筋は先組、後組の両方が可能で、
作業性が改善され、経済性が向上されたプレキヤストコ
ンクリート梁の製造方法を提供する点にある。The present invention was proposed in view of the problems of the prior art, and its purpose is to make it possible to manufacture precast concrete beams by simply installing formwork on one side of the beam. , reinforcing bars can be assembled both first and second.
The object of the present invention is to provide a method for manufacturing a precast concrete beam with improved workability and economical efficiency.
【0005】[0005]
【課題を解決するための手段】前記の目的を達成するた
め、本発明に係るプレキヤストコンクリート梁の製造方
法によれば、ベツド上に型枠底部を構成する鋼材を重層
し、同鋼材上に相対する一双のブラケツト型枠を移動可
能に設置し、先ず同両型枠を梁幅間隔に設置して同両型
枠内にコンクリートを打設して最初のプレキヤストコン
クリート梁を製造し、次いで前記鋼材上に沿ってブラケ
ツト型枠を移動し、同型枠と前記最初のプレキヤストコ
ンクリート梁における打設コンクリート面との間にコン
クリート打設し、以下前記の工程を反覆するものである
。[Means for Solving the Problems] In order to achieve the above object, according to the method for manufacturing a precast concrete beam according to the present invention, the steel material constituting the bottom of the form is layered on the bed, and the steel material constituting the bottom of the form is layered on the bed. A pair of opposing bracket formworks are installed movably, and the first precast concrete beam is manufactured by installing both formworks at beam width intervals and pouring concrete into both formworks. The bracket form is moved along the steel material, concrete is poured between the form and the poured concrete surface of the first precast concrete beam, and the above steps are repeated.
【0006】[0006]
【作用】本発明によればプレキヤストコンクリート梁の
製作ベツド上に、型枠底部を構成する鋼材を重層し、同
鋼材上にブラケツト型枠を移動可能に設置し、最初のプ
レキヤスト梁だけは同梁の両面に位置する前記両ブラケ
ツト型枠間にコンクリートを打設して製作し、次のプレ
キヤスト梁からは脱型したプレキヤスト梁のコンクリー
ト打設面を利用し、同打設面と前記ブラケツト型枠との
間にコンクリートを打設することによって、型枠を梁の
片面に設置するだけで、プレキヤストコンクリート梁の
製作を可能ならしめたものである。[Operation] According to the present invention, the steel material constituting the bottom of the formwork is layered on the production bed of the precast concrete beam, and the bracket formwork is movably installed on the steel material, and only the first precast beam is made of the same material. It is manufactured by pouring concrete between the two bracket formworks located on both sides of the beam, and for the next precast beam, the concrete pouring surface of the precast beam that has been removed from the mold is used, and the same pouring surface and the bracket mold are used. By placing concrete between the beam and the frame, it is possible to manufacture a precast concrete beam by simply installing the formwork on one side of the beam.
【0007】[0007]
【実施例】以下、本発明を図示の実施例について説明す
る。プレキヤストコンクリート梁の製造用ベツドを構成
する土間コンクリート1を打設し、金ごて押えによって
レベル精度を上げて仕上げを行なう。次いで前記コンク
リート1上に型枠底部を構成する鋼材として、H型鋼材
2を所定間隔をおいて列設し、同H型鋼材2上に、垂直
部片3aの内側面にベニヤ板等の堰板4が層着された相
対する一双のアングル型のブラケツト型枠3を配設し、
同型枠3の水平部片3bを締付金具5を介して前記H型
鋼材2の上部フランジに締結するように構成され、更に
前記型枠3には梁底になるベニヤ板6がセツトされる。DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described below with reference to the illustrated embodiments. The earthen floor concrete 1 constituting the manufacturing bed of the precast concrete beam is poured and finished with a metal trowel to improve level accuracy. Next, H-shaped steel members 2 are arranged in rows at predetermined intervals on the concrete 1 as steel members constituting the bottom of the formwork, and on the H-shaped steel members 2, a weir plate such as a plywood board is placed on the inner surface of the vertical piece 3a. A pair of opposing angle-shaped bracket formworks 3 on which the brackets 4 are layered are arranged,
The horizontal piece 3b of the formwork 3 is configured to be fastened to the upper flange of the H-shaped steel member 2 via a fastening fitting 5, and a plywood board 6 that will become the bottom of the beam is set on the formwork 3.
【0008】而してプレキヤストコンクリート梁の製造
に際しては、最初のプレキヤストコンクリート梁A1
の製造時においてだけ、同梁の両側面に前記一双の型枠
3を所定の梁幅に等しい間隔に配設し、締付金具5を介
して前記H型鋼材2に固定する。次いで前記両型枠3内
に梁鉄筋7をセツトし、梁の小口部分の型枠(図示せず
)を取付け、コンクリート8を打設する。[0008] When manufacturing a precast concrete beam, the first precast concrete beam A1
Only when manufacturing the beam, the pair of formworks 3 are arranged on both sides of the beam at intervals equal to the predetermined beam width, and are fixed to the H-shaped steel material 2 via the fastening fittings 5. Next, the beam reinforcing bars 7 are set in both forms 3, formwork (not shown) for the edge of the beam is attached, and concrete 8 is poured.
【0009】同打設コンクリート8の硬化後、前記各型
枠4とH鋼材2との締付金具5による緊締を解除し、前
記プレキヤストコンクリート梁A1 のコンクリート打
設面との間隔が梁幅に等しくなるまで図1の矢印方向に
移動せしめ、同位置において再び締付金具5を介して前
記H鋼材2に締結し、前記ブラケツト型枠3とプレキヤ
ストコンクリート梁A1 のコンクリート打設面との間
に前記同様にして梁鉄筋7を配筋し、小口部分の型枠を
取付けてコンクリート8を打設し、第2、第3のプレキ
ヤストコンクリート梁A2 ,A3 を製造する。なお
この際、前記プレキヤストコンクリート梁のコンクリー
ト打設面にはビニールフイルム9を貼着してコンクリー
トとの付着を防止するものである。After hardening of the poured concrete 8, the tightening of each of the formworks 4 and the H steel material 2 by the fastening fittings 5 is released, and the distance between the precast concrete beam A1 and the concrete pouring surface is equal to the beam width. The bracket is moved in the direction of the arrow in FIG. 1 until it is equal to In the meantime, beam reinforcing bars 7 are arranged in the same manner as described above, formwork for the edge portion is attached, and concrete 8 is cast, thereby manufacturing second and third precast concrete beams A2 and A3. At this time, a vinyl film 9 is attached to the concrete casting surface of the precast concrete beam to prevent adhesion to the concrete.
【0010】0010
【発明の効果】本発明によれば前記したように、ベツド
上に重層された型枠底部を構成する鋼材上に相対する一
双のブラケツト型枠を移動可能に設置し、最初の1本目
のプレキヤストコンクリート梁のみは、同梁の両面に位
置する相対する一双の前記ブラケツト型枠間で製造し、
2本目のプレキヤストコンクリート梁からは、前工程に
おいて脱型した梁の打設面を利用して、片面のみ前記ブ
ラケツト型枠を使用し、同型枠を反覆転用することによ
って順次プレキヤストコンクリート梁を製造するように
したものであって、従って型枠を梁の片面に設置するだ
けで製造可能で、型枠資材が大幅に縮減され、型枠の固
定が簡単で組立手間が簡略化され、製作コストが節減さ
れる。According to the present invention, as described above, a pair of bracket formworks are movably installed facing each other on the steel material constituting the bottom of the formwork layered on the bed, and Only cast concrete beams are manufactured between a pair of opposing bracket forms located on both sides of the beam,
From the second precast concrete beam, the precast concrete beams are successively made by using the casting surface of the beam demolded in the previous process, using the bracket formwork on one side only, and reusing the same formwork repeatedly. Therefore, it can be manufactured by simply installing the formwork on one side of the beam, greatly reducing the amount of formwork materials, making it easy to fix the formwork, simplifying assembly time, and making it easier to manufacture. Cost savings.
【0011】また型枠の組立にセパレータの使用が不要
となるので、配筋に際しては先組、後組の両方法の適用
が可能となる。Furthermore, since it is not necessary to use a separator in assembling the formwork, it is possible to apply both pre-assembly and post-assembly methods when arranging reinforcement.
【図1】本発明に係るプレキヤストコンクリート梁の製
造方法の一実施例の実施状況を示す縦断側面図である。FIG. 1 is a longitudinal sectional side view showing the implementation status of an embodiment of the method for manufacturing a precast concrete beam according to the present invention.
【図2】図1の部分拡大図である。FIG. 2 is a partially enlarged view of FIG. 1;
1 土間コンクリート 2 H型鋼材 3 ブラケツト型枠 5 締付金具 7 梁鉄筋 8 コンクリート 9 ビニールフイルム 1 Earth floor concrete 2 H type steel material 3 Bracket formwork 5 Tightening metal fittings 7 Beam reinforcement 8 Concrete 9 Vinyl film
Claims (1)
重層し、同鋼材上に相対する一双のブラケツト型枠を移
動可能に設置し、先ず同両型枠を梁幅間隔に設置して同
両型枠内にコンクリートを打設して最初のプレキヤスト
コンクリート梁を製造し、次いで前記鋼材上に沿ってブ
ラケツト型枠を移動し、同型枠と前記最初のプレキヤス
トコンクリート梁における打設コンクリート面との間に
コンクリート打設し、以下前記の工程を反覆することを
特徴とするプレキヤストコンクリート梁の製造方法。Claim 1: The steel materials constituting the bottom of the formwork are layered on the bed, and a pair of opposing bracket formworks are movably installed on the bed, and both the formworks are first installed at beam width intervals. A first precast concrete beam is manufactured by pouring concrete in both formworks, and then the bracket formwork is moved along the steel material, and concrete is poured in the formwork and the first precast concrete beam. 1. A method for manufacturing a precast concrete beam, characterized by pouring concrete between the beam and the surface, and repeating the steps described above.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP12354091A JPH04348906A (en) | 1991-05-28 | 1991-05-28 | Manufacture of precast concrete beam |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP12354091A JPH04348906A (en) | 1991-05-28 | 1991-05-28 | Manufacture of precast concrete beam |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH04348906A true JPH04348906A (en) | 1992-12-03 |
Family
ID=14863132
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP12354091A Pending JPH04348906A (en) | 1991-05-28 | 1991-05-28 | Manufacture of precast concrete beam |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH04348906A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20010095913A (en) * | 2000-04-12 | 2001-11-07 | 배종렬 | Joining precast concrete beam |
-
1991
- 1991-05-28 JP JP12354091A patent/JPH04348906A/en active Pending
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20010095913A (en) * | 2000-04-12 | 2001-11-07 | 배종렬 | Joining precast concrete beam |
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