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JPS6149049A - Pc member of beam - Google Patents

Pc member of beam

Info

Publication number
JPS6149049A
JPS6149049A JP16730684A JP16730684A JPS6149049A JP S6149049 A JPS6149049 A JP S6149049A JP 16730684 A JP16730684 A JP 16730684A JP 16730684 A JP16730684 A JP 16730684A JP S6149049 A JPS6149049 A JP S6149049A
Authority
JP
Japan
Prior art keywords
reinforcing bar
concrete
wire mesh
cage
reinforcing
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
JP16730684A
Other languages
Japanese (ja)
Other versions
JPH0465178B2 (en
Inventor
明夫 篠崎
辻村 捷太郎
山田 利行
豊 齋藤
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.)
Shimizu Construction Co Ltd
Original Assignee
Shimizu Construction 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 Shimizu Construction Co Ltd filed Critical Shimizu Construction Co Ltd
Priority to JP16730684A priority Critical patent/JPS6149049A/en
Publication of JPS6149049A publication Critical patent/JPS6149049A/en
Publication of JPH0465178B2 publication Critical patent/JPH0465178B2/ja
Granted legal-status Critical Current

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Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 (産業上の利用分野) 本考案は梁等のpc部材に関する。[Detailed description of the invention] (Industrial application field) The present invention relates to PC members such as beams.

(従来の技術) 従来より、PC部材として第4図に示すpc梁1aが提
案されている。PC梁はPC部分2aと鉄筋かご3aと
エキスパンデッドメタル4aとからなる。PC部分2a
は内部が中空で上端開口のもので、鉄筋かと3aは上端
部を除いてPC部分に埋設し、メタルは中空部の内面に
配設しかつ万骨(図示せず。)で止めている。PCCl
2O製法は、鉄筋かと3aの内部にメタル4aをセット
し万骨で固定し、鉄筋かごの外側に外型枠を組立て、メ
タルを内型枠として外型枠との間にコンクリートを打設
して、梁を形成するのでるる。Pc梁1aの使用方法は
、PC梁を設置し、スラブコンクリート全打設すると同
時に、このコンクリ−)iPc梁1aの中空部内にも打
設し、鉄筋かと3aの上端部全スラブ6に定着させて、
このPC梁をスラブと一体化させる。
(Prior Art) A PC beam 1a shown in FIG. 4 has been proposed as a PC member. The PC beam consists of a PC portion 2a, a reinforcing bar cage 3a, and an expanded metal 4a. PC part 2a
The inside is hollow and the top end is open, and the reinforcing bars 3a are buried in the PC part except for the top end, and the metal is placed on the inner surface of the hollow part and fixed with a rib (not shown). PCCl
In the 2O manufacturing method, a metal 4a is set inside the reinforcing bar cage 3a and fixed with a frame, an outer formwork is assembled on the outside of the reinforcing bar cage, and concrete is poured between the metal and the outer formwork using the metal as the inner formwork. and form a beam. The method for using the Pc beam 1a is to install the PC beam and pour the entire slab concrete, and at the same time, pour the concrete into the hollow part of the iPc beam 1a, and fix it to the entire slab 6 at the upper end of the reinforcing bar 3a. hand,
This PC beam is integrated with the slab.

(発明が解決しようとする問題点9 しかしながら従来のPC部材によると、メタル全鉄筋か
ご内側に配置するので、差入れセットに手間がかかり、
そしてメタルを止める万骨を必要とし、さらにPC部分
の板厚が厚くなってpc部材が重くなシ、さらにPC@
材の形成時にコンクリートとメタルとの定着性能が劣 る。
(Problem to be solved by the invention 9 However, with conventional PC members, all metal reinforcing bars are placed inside the cage, so it takes time and effort to insert and set.
Moreover, it requires a rib to hold the metal, and the thickness of the PC part becomes thicker, making the PC member heavier.
The fixing performance between concrete and metal is poor when forming the material.

(問題点全解決するための手段〕 本発明のp c HBB1011は、PC部分2,12
と鉄筋かご3,13と金網4,14とからなシ、PCj
J分は軸心間に中空部21.121i有し、鉄筋かとは
中空部の内面に位置し、金網は鉄筋かごの外側に取り付
けてあって、外側部分を覆っている。金網4,14によ
る被覆部分は鉄筋かと3゜13の外周全面又はPC部分
2,12内に位置するかご外側部分である。鉄筋かと3
.13とは、工場等で予め溶接等により組立てたものと
、現場で番線を利用してかご状に配筋したものとが含ま
れる。
(Means for solving all problems) The PC HBB1011 of the present invention has the PC parts 2, 12
and reinforcing bar cages 3 and 13 and wire meshes 4 and 14, and PCj
J has a hollow part 21.121i between the axes, the reinforcing bar cage is located on the inner surface of the hollow part, and the wire mesh is attached to the outside of the reinforcing bar cage to cover the outer part. The portion covered by the wire meshes 4, 14 is the entire outer periphery of the reinforcing bars 3° 13 or the outside portion of the car located within the PC portions 2, 12. Rebar 3
.. 13 includes those assembled in advance by welding or the like in a factory, and those arranged in a cage shape using grid wires on site.

(実施例) 以下本発明の実施例を図面に基づいて説明する。(Example) Embodiments of the present invention will be described below based on the drawings.

第1図において、PC梁1のPC部分2は中空部21を
有しかつ上端開口のものである。鉄筋かと3は中空部2
1の内面に位置し、上端部はPC部分2の上端部より上
刃へ突出している。なお、鉄筋かと3は上端筋32と下
端筋31とにスターラップ33が掛回してあり、上端筋
はPC梁1の施工時に配筋する。鉄筋かと3におけるP
C部分2内に位置する外側部分は金網4で覆っである。
In FIG. 1, the PC portion 2 of the PC beam 1 has a hollow portion 21 and is open at the top. The reinforcing bar 3 is the hollow part 2
It is located on the inner surface of PC part 1, and its upper end protrudes from the upper end of PC part 2 toward the upper blade. Note that the reinforcing bars 3 have stirrups 33 wrapped around the upper end reinforcements 32 and lower end reinforcements 31, and the upper end reinforcements are arranged when the PC beam 1 is constructed. P at reinforcing bar 3
The outer part located within the C part 2 is covered with a wire mesh 4.

この金網は、鉄筋かと3のスターラップ33全力骨とし
てこのかごに張設しである。
This wire mesh is stretched over the cage as a reinforcing steel stirrup 33 with full strength.

ここでPC梁1の製造について説明する。Here, manufacturing of the PC beam 1 will be explained.

まず鉄筋かと3の外側のpcf!iB分2内に位置する
部分にスターラップ33を万骨として金網4を貼シ、つ
いで金網の外側に所定のかぶシ厚をとって外型枠全セッ
トし、最後に金網と外型枠との間にコンクリート全打設
する。コンクリート打設時に、金網4は内側型枠として
機能し、メツシュ部分が粗面となってコンクリートとの
付着性能が増し、PC部分も構造体として使用できる。
First of all, the outer pcf of reinforcing steel and 3! Paste the wire mesh 4 on the part located within iB 2 using the stirrup 33 as a frame, then set the entire outer form with a predetermined cover thickness on the outside of the wire mesh, and finally set the wire mesh and outer form. All concrete will be poured during this period. During concrete pouring, the wire mesh 4 functions as an inner formwork, and the mesh part becomes a rough surface to improve adhesion to concrete, and the PC part can also be used as a structure.

次に、PC梁1の使用方法について、第1,2図を参照
して説明する。PC梁1を設置し、スラブ型枠を組立て
た後、鉄筋かと3の上端部内側に上端筋32を配筋し、
スラブ配筋をしてから、スラブコンクリートを打設し、
同時にコンクリート5 、’ik P C梁1内゛にも
打設する。こうするとPC梁1の鉄筋かと3の上端部は
スラブコンクリート内に埋設されて定着し、PC梁と床
6とは一体化する。
Next, how to use the PC beam 1 will be explained with reference to FIGS. 1 and 2. After installing the PC beam 1 and assembling the slab formwork, arrange the upper end reinforcement 32 inside the upper end of the reinforcing bar 3,
After placing slab reinforcement, pour slab concrete,
At the same time, concrete 5 is also poured inside the 'ik PC beam 1'. In this way, the upper ends of the reinforcing bars 3 of the PC beam 1 are buried and fixed in the slab concrete, and the PC beam and the floor 6 are integrated.

第3図に他の実施例を示す。この例では、PC部材はP
CCl2Oしである。PCCl2O構成もPC梁1と実
質的に同一である。12はPC部分、13は鉄筋かご、
14は鉄筋かごの外面に取り付けた金網である。PC剖
分12は軸心方向に中空@121を有し、この中空部は
上下両端が開口であり、使用時にコンクリート5が打設
される。
FIG. 3 shows another embodiment. In this example, the PC member is P
It is CCl2O. The PCCl2O configuration is also substantially the same as PC beam 1. 12 is the PC part, 13 is the reinforcing cage,
14 is a wire mesh attached to the outer surface of the reinforcing cage. The PC section 12 has a hollow space 121 in the axial direction, and both upper and lower ends of this hollow space are open, and concrete 5 is placed therein during use.

(発明の効果) 以上説明したように本発明によれば、鉄筋かごの外側に
金網を張設し、このメツシュラ鉄筋かとに取シ付けるよ
うにしたので、従来のようにPC部分の板厚が厚くなら
ずかつ万骨が不要となって、pc部材の重量を軽くする
ことができ、したがって施工がしやすく、揚重機も小型
のものでよく、さらにメツシュ部分が粗面となってPC
部分のコ・ンクリートとの付着性能が増しPC部分も構
造体として使用できる。
(Effects of the Invention) As explained above, according to the present invention, a wire mesh is stretched on the outside of the reinforcing bar cage and is attached to the mesh reinforcing bars, so that the thickness of the PC part can be reduced compared to the conventional method. The weight of the PC member can be reduced because it is not thick and no ribs are required, making it easier to install, requiring only a small lifting machine, and the mesh part has a rough surface, making the PC material easier to install.
The adhesion performance of the parts to concrete is increased and the PC parts can also be used as structures.

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

第1図はPC梁の断面図、 第2図は使用状態を示す断面図、 第3図はpc柱の断面図、 第4図は従来のPC梁の断面図である。 1.11・・・pc部材、2,12・・・pC部分、2
1.121・・・中空部、3,13・・・鉄筋かご、4
゜14・・・金網。 以上
Fig. 1 is a sectional view of a PC beam, Fig. 2 is a sectional view showing the state of use, Fig. 3 is a sectional view of a PC column, and Fig. 4 is a sectional view of a conventional PC beam. 1.11... PC member, 2, 12... PC part, 2
1.121...Hollow part, 3,13...Rebar cage, 4
゜14...wire mesh. that's all

Claims (1)

【特許請求の範囲】[Claims] 軸心方向に中空部を有するPC部分と、上記中空部の内
面に位置する鉄筋かごと、この鉄筋かごの外側に取り付
けかつ上記PC部分内に位置する鉄筋かご外側細分を覆
つている金網とからなる梁等のPC部材。
A PC part having a hollow part in the axial direction, a reinforcing bar cage located on the inner surface of the hollow part, and a wire mesh attached to the outside of the reinforcing bar cage and covering the outer subdivision of the reinforcing bar cage located in the PC part. PC parts such as beams.
JP16730684A 1984-08-11 1984-08-11 Pc member of beam Granted JPS6149049A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16730684A JPS6149049A (en) 1984-08-11 1984-08-11 Pc member of beam

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16730684A JPS6149049A (en) 1984-08-11 1984-08-11 Pc member of beam

Publications (2)

Publication Number Publication Date
JPS6149049A true JPS6149049A (en) 1986-03-10
JPH0465178B2 JPH0465178B2 (en) 1992-10-19

Family

ID=15847302

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16730684A Granted JPS6149049A (en) 1984-08-11 1984-08-11 Pc member of beam

Country Status (1)

Country Link
JP (1) JPS6149049A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH03221650A (en) * 1990-01-25 1991-09-30 Shimizu Corp Half PC column and formwork used for its molding
JPH04131443A (en) * 1990-09-21 1992-05-06 Okumura Corp Reinforced concrete structure for beam, column, or the like
JP2021186998A (en) * 2020-05-27 2021-12-13 大成建設株式会社 Method for producing precast concrete member, and precast concrete member

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4919515U (en) * 1972-05-19 1974-02-19
JPS5931347A (en) * 1982-12-15 1984-02-20 飛島建設株式会社 Production of molded concrete product

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4919515U (en) * 1972-05-19 1974-02-19
JPS5931347A (en) * 1982-12-15 1984-02-20 飛島建設株式会社 Production of molded concrete product

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH03221650A (en) * 1990-01-25 1991-09-30 Shimizu Corp Half PC column and formwork used for its molding
JPH04131443A (en) * 1990-09-21 1992-05-06 Okumura Corp Reinforced concrete structure for beam, column, or the like
JP2021186998A (en) * 2020-05-27 2021-12-13 大成建設株式会社 Method for producing precast concrete member, and precast concrete member

Also Published As

Publication number Publication date
JPH0465178B2 (en) 1992-10-19

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Legal Events

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EXPY Cancellation because of completion of term