JPH0244976B2 - SOTOGAKOIKOSOKUFUUPUKAGOZAIOMOCHIITAPUREHABUTETSUKINKUMITATEKAKOKOHO - Google Patents
SOTOGAKOIKOSOKUFUUPUKAGOZAIOMOCHIITAPUREHABUTETSUKINKUMITATEKAKOKOHOInfo
- Publication number
- JPH0244976B2 JPH0244976B2 JP6355981A JP6355981A JPH0244976B2 JP H0244976 B2 JPH0244976 B2 JP H0244976B2 JP 6355981 A JP6355981 A JP 6355981A JP 6355981 A JP6355981 A JP 6355981A JP H0244976 B2 JPH0244976 B2 JP H0244976B2
- Authority
- JP
- Japan
- Prior art keywords
- cage material
- hoop
- hoop cage
- joint
- reinforcing bar
- 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 - Lifetime
Links
- 239000000463 material Substances 0.000 claims description 59
- 230000003014 reinforcing effect Effects 0.000 claims description 38
- 238000000034 method Methods 0.000 claims description 21
- 229910000831 Steel Inorganic materials 0.000 claims description 20
- 239000010959 steel Substances 0.000 claims description 20
- 238000010276 construction Methods 0.000 claims description 18
- 230000000452 restraining effect Effects 0.000 claims description 11
- 230000002787 reinforcement Effects 0.000 description 7
- 239000004567 concrete Substances 0.000 description 5
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 238000005452 bending Methods 0.000 description 2
- 239000011372 high-strength concrete Substances 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 1
- 229910052799 carbon Inorganic materials 0.000 description 1
- 239000000470 constituent Substances 0.000 description 1
- 239000004035 construction material Substances 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000007704 transition Effects 0.000 description 1
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Description
【発明の詳細な説明】
（産業上の利用分野）
本発明は、ラーメン系建物等の鉄筋コンクリー
ト（以下RC）構造工事に於けるプレハブ鉄筋組
立架構工法に関するものであり、特に梁を別途編
成（作成）した外囲拘束フープ鉄筋篭材を用いる
こと、および架構架設時に、プレハブ鉄筋部材と
は別の（即ち架構体とは別の）架設用治具梁材を
用いて架設（建方）する事を特徴としている。[Detailed Description of the Invention] (Industrial Application Field) The present invention relates to a prefabricated reinforcing bar assembly construction method in reinforced concrete (hereinafter referred to as RC) structural work such as rigid-frame buildings, and particularly relates to a method for separately organizing (creating) beams. ), and when constructing the frame, use an erection jig beam material that is separate from the prefabricated reinforcing members (that is, separate from the frame body). It is characterized by
（従来の技術）
本明細書に言うプレハブ鉄筋部材とは、四隅主
筋等にフープ筋を配設して、部材として構成（主
軸とフープ筋とを一体化する）せしめた鉄筋柱
（または梁）部材を言う。外囲拘束フープ鉄筋篭
材（以下篭材と言う）とは例えばダブル・スパイ
ラルフープ筋の棒状交接点を溶着したもの（実公
昭54−30806号）、または、縦横細径鉄筋の交叉点
を溶着した、いわゆる鉄筋マツトを折り曲げて作
成したもの等で、長軸方向鉄筋（例えば四隅主
軸）を当該篭材と固着（例えば溶着）していない
フープ鉄筋篭体を言う。即ち梁部材として、四隅
主筋とフープ筋を固定して編成したプレハブ鉄筋
梁部材を使用しない事が本発明の特徴である。一
般的にプレハブ鉄筋梁部材として、剛性が高い事
は、架設時の必要条件である。(Prior Art) The prefabricated reinforcing steel member referred to in this specification is a reinforcing bar column (or beam) that is constructed as a member (integrating the main shaft and hoop reinforcing bars) by arranging hoop reinforcing bars at four corners, etc. Say the parts. Surrounding restraint hoop reinforcing bar cage material (hereinafter referred to as cage material) is, for example, one in which the rod-shaped intersection points of double spiral hoop bars are welded together (Utility Model Publication No. 54-30806), or the intersection points of vertical and horizontal thin reinforcing bars are welded together. This is a hoop reinforcing bar case that is made by bending a so-called reinforcing bar mat, and in which the longitudinal reinforcing bars (for example, the main axes at the four corners) are not fixed (for example, welded) to the cage material. That is, a feature of the present invention is that a prefabricated reinforced beam member formed by fixing four corner main reinforcements and hoop reinforcements is not used as a beam member. Generally, high rigidity is a prerequisite for prefabricated reinforced beam members during erection.
即ち架設時の自立性が、プレハブ鉄筋組立架構
体の架設時の構成要件であるが、種々の架構体の
種々の架設方法の内に、上記（剛性が高い部材）
とは別途の設計思想上の観点から、或いはまた現
場施工特有の条件等から、柱には剛性度の高いプ
レハブ鉄筋柱部材、もしくは鉄骨柱材（例えばＨ
型鋼）とし、それに自立性の無い梁を組立架構す
る必要が生じる場合がある。 In other words, self-sustainability during erection is a constituent requirement when constructing a prefabricated reinforcing steel frame structure, but among the various erection methods for various frame structures, the above-mentioned (highly rigid members)
From a separate design concept point of view, or due to conditions specific to on-site construction, columns should be made of highly rigid prefabricated reinforced steel column members or steel frame column materials (for example, H
There may be cases where it is necessary to assemble a non-self-supporting beam into the frame.
本発明はかようなニーズに対処する組立架設工
法の一つを提供するものである。出願人は先に特
願昭55−112799号（特開昭57−40067号）によつ
て、自立性の高いプレハブ鉄筋柱部材又は鉄骨柱
部材と現場配設の梁と、シングル・スパイラルフ
ープとを組合せる簡易な組立架設工法の技術を提
案しているが、本発明はフープ篭材を梁に使用す
ること。および組立架設時に架設用仮治具梁材を
外部に使用して架設することを特徴とするもので
ある。即ち梁の構成とは別に、あらかじめ別途の
仮架構を構成し、これを架設し、剛性の高い其の
架設用仮治具梁材をして、剛性のない梁の配設
（架設）を可能とするものである。またフープ筋
は、別途作成した外囲拘束性フープ篭材の使用に
限定している。 The present invention provides one of the assembly and construction methods that addresses such needs. The applicant had previously proposed in Japanese Patent Application No. 55-112799 (Japanese Unexamined Patent Publication No. 57-40067) a highly self-supporting prefabricated reinforcing column member or steel frame column member, an on-site beam, and a single spiral hoop. However, the present invention uses hoop cage material for the beam. Also, during assembly and erection, a temporary erection jig beam material is used externally for erection. In other words, apart from the beam configuration, a separate temporary frame is constructed in advance, and this is erected, and a highly rigid temporary erection jig beam material is used to install (erect) a non-rigid beam. That is. In addition, the hoop line is limited to the use of separately prepared hoop cage material that restricts the outer circumference.
また本発明の柱梁接合仕口の工法技術は、特許
第871335号、特許818610号、特許第818612号、そ
の他の方法があり、特に限定されるものではな
い。 Furthermore, the construction method of the column-beam joint joint of the present invention includes Japanese Patent No. 871335, Japanese Patent No. 818610, Japanese Patent No. 818612, and other methods, and is not particularly limited.
次にRC構造建物等の設計上の将来の技術的思
想を展望すれば（言い換えればRC構造技術の進
歩に寄与するものは）型枠工事の合理化と並んで
高強度コンクリートの打設、高強度棒鋼の使用、
およびプレストレスドRC構造（以下PRC構造と
いう）の普及であろう。特に梁の高強度棒鋼の使
用、およびPRC構造は、早急に実施され容易な
施工技術にまで進展させる必要がある。高強度棒
鋼をRC構造に用いる場合、其のコンクリートの
技術的処理として、PRC構造へと移行するであ
ろう事は、想像にかたくない。 Next, if we look at future technical ideas for the design of RC structural buildings, etc. (in other words, what will contribute to the advancement of RC structural technology) will be the rationalization of form work, the pouring of high-strength concrete, and high-strength concrete construction. the use of steel bars,
and the spread of prestressed RC structures (hereinafter referred to as PRC structures). In particular, the use of high-strength steel bars for beams and PRC structures need to be implemented as soon as possible and developed into easy construction techniques. When high-strength steel bars are used in RC structures, it is not hard to imagine that the technical treatment of concrete will shift to PRC structures.
（発明が解決しようとする課題）
前記従来の技術において、高強度棒鋼が、カー
ボン値の高い鋼材で製造する場合、長軸方向の結
合は、ガス圧接時の溶着継手によらず鉄筋の機械
的結合法が採用せられる。そこで、問題として、
のこるものは、フープ筋と主筋（高強度棒鋼）と
の溶着が不可能となる事である。特にフープ筋と
スポツト溶着する事は、実施不可能である問題点
があつた。(Problems to be Solved by the Invention) In the above-mentioned conventional technology, when a high-strength steel bar is manufactured from a steel material with a high carbon value, the connection in the long axis direction is not done by welding joints during gas pressure welding, but by mechanically connecting the reinforcing bars. A combination method is adopted. Therefore, as a problem,
What remains is that it is impossible to weld the hoop reinforcement and the main reinforcement (high-strength steel bar). In particular, there was a problem in that it was impossible to spot weld the hoop lines.
（課題を解決する為の手段）
そこで現場作業の省力化、合理化のニーズから
梁主筋とは別のフープ篭材の必要が生じ、従来開
発せられたプレハブ鉄筋組立架構工法を改良し
て、前記問題点を解決するべく、別途の施工方法
技術開発テーマが発生するのである。本発明は、
上記施工方法（技術）の１つとして、提案するも
のであり、高強度棒鋼等を使用するための改良技
術である。此等改良技術は、構造設計方式の変化
によるもので、新耐震設計法の設計思想の骨子で
ある建物の層剪断保有耐力の増大、それに派生し
て、梁の曲げ降状モードに対処する高強度棒鋼使
用の有利性（主として経済的根拠）、そして梁剪
断耐力増大のための小量のプレストレス力の導
入、即PRC構造へ移行等構造設計に変化が生ず
るが、並行して、現場作業の省力化を計らなけれ
ばならない事は論ずるまでもない。(Means for solving the problem) Therefore, due to the need for labor saving and rationalization of on-site work, a hoop cage material separate from the main beam reinforcement became necessary, and the previously developed prefabricated reinforcing bar assembly construction method was improved. In order to solve the problems, a separate construction method technology development theme will be developed. The present invention
This is proposed as one of the construction methods (techniques) mentioned above, and is an improved technique for using high-strength steel bars and the like. These improved technologies are due to changes in the structural design method, which include increasing the building's layer shear capacity, which is the core of the design concept of the new seismic design method, and, as a derivative of this, increasing the shear capacity of the building to cope with the bending and descending modes of beams. Changes will occur in the structural design, such as the advantage of using high-strength steel bars (mainly for economic reasons), the introduction of a small amount of prestress force to increase the shear strength of the beam, and the immediate transition to a PRC structure. It goes without saying that efforts must be made to save labor.
また、架構体の接合仕口工法は、本出願人発明
によつて、前記特許等が提供せられており、高強
度棒鋼の使用可能な柱梁接合工法は一般化しつつ
ある。 Furthermore, the joint method for joining frames has been provided by the above-mentioned patents, etc., by the present applicant, and the column-beam joining method that can use high-strength steel bars is becoming common.
即ち本発明は、剛性のある柱部材Ａの梁接合仕
口部の中間位置に、架設用仮治具梁材Ｂを仮固定
して、柱部材Ａを架設する工程と、別途編成され
た外囲拘束フープ篭材Ｃを、前記架設用仮治具梁
材Ｂと固定し、前記柱部材Ａの梁接合仕口の所定
位置に配設する工程と、前記柱部材Ａの梁接合仕
口を貫通し、若しくは該仕口内に定着する梁主軸
鉄筋Ｄを前記フープ篭材Ｃの内構の所定位置に設
置する工程と、前記フープ篭材Ｃを設置された所
定位置に前記梁主軸鉄筋Ｄと固定する工程とを結
合することを特徴とした外囲拘束フープ篭材を用
いたプレハブ鉄筋組立架構工法である。また、梁
主軸鉄筋Ｄを設置する工程は、フープ篭材Ｃの内
構の所定位置に梁主軸鉄筋Ｄを挿入して設置し、
或は前記２つ又は３つに分けて配設した梁主軸鉄
筋Ｄを結合して設置することを特徴としたプレハ
ブ鉄筋組立架構工法である。またフープ篭材Ｃを
配設する工程は、架設用仮治具部材Ｂより棒鋼等
によりフープ篭材Ｃを吊り下げ、フープ篭材Ｃを
固定し、柱部材Ａの梁接合仕口の所定位置で配設
することを特徴としたプレハブ鉄筋組立架構工法
である。更に、剛性のある柱部材Ａをプレハブ鉄
筋柱部材又は鉄骨柱部材としたプレハブ鉄筋組立
架構工法である。 That is, the present invention includes a process of temporarily fixing a temporary erection jig beam member B to an intermediate position of a beam joint joint of a rigid column member A, and erecting a column member A; A step of fixing the surrounding restraint hoop cage material C to the temporary erection jig beam material B and arranging it at a predetermined position of the beam joint of the column member A, and fixing the beam joint of the column member A. a step of installing beam main shaft reinforcing bars D that penetrate or are fixed in the joint at a predetermined position in the internal structure of the hoop cage material C; and a step of installing the beam main shaft reinforcing bars D at a predetermined position where the hoop cage material C is installed This is a prefabricated reinforcing steel assembly construction method using outer restraint hoop cage material, which is characterized by combining the fixing process with the fixing process. In addition, the process of installing the beam main axis reinforcing bar D involves inserting and installing the beam main axis reinforcing bar D at a predetermined position in the internal structure of the hoop cage material C,
Alternatively, there is a prefabricated reinforcing bar assembly construction method characterized in that the two or three beam main axis reinforcing bars D arranged separately are connected and installed. In addition, the process of arranging the hoop cage material C involves suspending the hoop cage material C from a temporary erection jig member B using steel bars, etc., fixing the hoop cage material C, and placing the hoop cage material C at a predetermined position of the beam joint of the column member A. This is a prefabricated reinforcing steel construction method that is characterized by the installation of prefabricated reinforcing bars. Furthermore, it is a prefabricated reinforcing bar assembly construction method in which the rigid column member A is a prefabricated reinforcing bar column member or a steel frame column member.
（作用）
本発明は、梁の架設用仮治具材を梁の外部に使
用し、外囲拘束フープ篭材と梁主軸鉄筋を用いて
柱部材に梁を構築する。(Function) The present invention uses a temporary jig material for constructing a beam on the outside of the beam, and constructs the beam on a column member using an outer circumference restraining hoop cage material and beam main axis reinforcing bars.
（実施例）
次に本発明の実施例を第１図、第２図に基づい
て説明する。プレハブ鉄筋柱部材Ａ，Ａの梁接合
仕口部の中間位置の高さに架設用仮治具梁材Ｂを
仮固定して柱部材Ａを架設し、ついで別途編成し
た外囲拘束フープ篭材Ｃの両端を前記柱部材の梁
接合仕口所定位置Ｅ，Ｅに配設し、前記柱部材Ａ
の梁接合仕口を貫通し、又は当該仕口内に定着す
る梁主軸鉄筋Ｄを当該フープ篭材Ｃの内構内の所
定位置に挿入し、梁主軸鉄筋Ｄとフープ篭材Ｃを
結合させる。(Example) Next, an example of the present invention will be described based on FIGS. 1 and 2. Prefabricated reinforced column members A, the temporary erection jig beam material B is temporarily fixed at the height of the intermediate position of the beam joint joint part of A, and the column member A is erected, and then the outer restraining hoop cage material is assembled separately. Both ends of C are arranged at predetermined positions E and E of the beam joints of the column member, and the column member A
A beam main shaft reinforcing bar D that passes through the beam joining joint or is fixed within the joint is inserted into a predetermined position within the internal premises of the hoop cage material C, and the beam main shaft reinforcing bar D and the hoop cage material C are connected.
次に前記架設用仮治具梁材Ｂを取りはずし、コ
ンクリート打設用仮枠を構築し、コンクリートを
打設する。 Next, the beam material B of the temporary construction jig is removed, a temporary frame for concrete pouring is constructed, and concrete is poured.
前記実施例において、フープ篭材Ｃの仮架設
は、例えば前記架設用仮治具梁材Ｂから鋼棒１な
どで吊り下げ、又は金具類を使用して固定する。
然し乍らこのような固定手段に限定されることな
く、別の固定架設材によつて固定することもあ
る。図中２，３は柱部材および梁部材に用いたフ
ープ筋、４はコンクリート、５はスラブを示す。 In the embodiment, the hoop cage material C is temporarily erected by, for example, being suspended from the beam material B of the temporary construction jig with a steel rod 1 or the like, or fixed using metal fittings.
However, the fixing means is not limited to such fixing means, and fixing may be performed using another fixing construction material. In the figure, 2 and 3 indicate hoop reinforcements used for column members and beam members, 4 indicates concrete, and 5 indicates a slab.
次に第３図において、外囲拘束フープ篭材C1，
C2の主軸鉄筋Ｄ，Ｄは中央部でカプラー６，６
で接合するようにすることもできる。この場合に
は架設用治具梁材Ｂ（ハイステージ兼用）を前記
フープ篭材C1，C2の下部に設置し、支持材７，
７によつてフープ篭材を支持させる。 Next, in Fig. 3, the outer restraining hoop cage material C 1 ,
The main shaft reinforcing bars D and D of C 2 have couplers 6 and 6 in the center.
It is also possible to connect them with In this case, the erection jig beam material B (also used for high stage) is installed at the bottom of the hoop cage materials C 1 and C 2 , and the support material 7,
7 to support the hoop basket material.
また第４図において、外囲拘束フープ篭材は
C1，C2，C3に三分割することもできる。この場
合には、第１図の実施例の要領でフープ篭材C1，
C3を設置した後、フープ篭材C2を下方より押し
上げ、又は吊り上げてカプラー８，８により主軸
鉄筋端を連結する。尚、柱部材としては前記プレ
ハブ鉄筋柱部材の他に、鉄骨柱材（例えばＨ型鋼
を使用する場合）を使用する場合もあるが、プレ
ハブ鉄筋柱部材と同様の工程により構成される。 In addition, in Fig. 4, the outer restraining hoop cage material is
It can also be divided into three parts: C 1 , C 2 , and C 3 . In this case, the hoop basket material C 1 ,
After C 3 is installed, the hoop cage material C 2 is pushed up or lifted from below, and the ends of the main shaft reinforcing bars are connected using couplers 8, 8. In addition to the above-mentioned prefabricated reinforced column members, steel frame column materials (for example, when using H-shaped steel) may be used as the column members, but they are constructed by the same process as the prefabricated reinforced column members.
（発明の効果）
即ちこの発明によれば、剛性のある柱部材に外
囲拘束フープ篭材などよりなる梁部材を容易確実
に組立架構できる効果がある。然して梁部材の組
立てに関する作業性が良好になり、組立架構に際
しての安全性および能率性を向上させる効果があ
る。(Effects of the Invention) That is, according to the present invention, there is an effect that a beam member made of an outer restraining hoop cage material or the like can be easily and reliably assembled to a rigid column member. As a result, work efficiency in assembling the beam members is improved, and there is an effect of improving safety and efficiency in assembling the frame.
第１図は本発明によつて組立てた架構体の正面
図、第２図は同じく外囲拘束フープ篭材の断面
図、第３図は同じく二つのフープ篭材を用いる場
合の正面図、第４図は三つのフープ篭材を用いる
場合の正面図である。
Ａ……柱部材、Ｂ……仮治具梁材、Ｃ……外囲
拘束フープ篭材、Ｄ……梁主軸鉄筋、１……鋼
棒、２，３……フープ筋、４……コンクリート、
５……スラブ、６……カプラー、７……支持材。
Fig. 1 is a front view of a frame assembled according to the present invention, Fig. 2 is a sectional view of the outer restraining hoop cage material, and Fig. 3 is a front view of the case in which two hoop cage materials are used. Figure 4 is a front view when three hoop basket materials are used. A... Column member, B... Temporary jig beam material, C... Surrounding restraint hoop cage material, D... Beam main axis reinforcing bar, 1... Steel bar, 2, 3... Hoop reinforcement, 4... Concrete ,
5...Slab, 6...Coupler, 7...Support material.
Claims (1)
置に、架設用仮治具梁材Ｂを仮固定して、柱部材
Ａを架設する工程と、別途編成された外囲拘束フ
ープ篭材Ｃを、前記架設用仮治具梁材Ｂと固定
し、前記柱部材Ａの梁接合仕口の所定位置に配設
する工程と、前記柱部材Ａの梁接合仕口を貫通
し、若しくは該仕口内に定着する梁主軸鉄筋Ｄを
前記フープ篭材Ｃの内構の所定位置に設置する工
程と、前記フープ篭材Ｃを設置された所定位置に
前記梁主軸鉄筋Ｄと固定する工程とを結合するこ
とを特徴とした外囲拘束フープ篭材を用いたプレ
ハブ鉄筋組立架構工法。 ２ 梁主軸鉄筋Ｄを設置する工程は、フープ篭材
Ｃの内構の所定位置に梁主軸鉄筋Ｄを挿入して設
置し、或は２つ又は３つに分けて配設した前記梁
主軸鉄筋Ｄを結合して設置することを特徴とした
特許請求の範囲第１項記載の外囲拘束フープ篭材
を用いたプレハブ鉄筋組立架構工法。 ３ フープ篭材Ｃを配設する工程は、架設用仮治
具部材Ｂより棒鋼等によりフープ篭材Ｃを吊り下
げ、フープ篭材Ｃを固定し、柱部材Ａの梁接合仕
口の所定位置へ配設することを特徴とした特許請
求の範囲第１項記載の外囲拘束フープ篭材を用い
たプレハブ鉄筋組立架構工法。 ４ 剛性のある柱部材Ａをプレハブ鉄筋柱部材又
は鉄骨柱部材とした特許請求の範囲第１項記載の
外囲拘束フープ篭材を用いたプレハブ鉄筋組立架
構工法。[Scope of Claims] 1. A step of temporarily fixing a temporary erection jig beam material B to the intermediate position of the beam joint joint of the rigid column member A and erecting the column member A; fixing the outer restraining hoop cage material C to the temporary erection jig beam material B and arranging it at a predetermined position of the beam joining joint of the column member A; a step of installing a beam main shaft reinforcing bar D that penetrates the opening or is fixed in the joint at a predetermined position of the internal structure of the hoop cage material C; and a step of installing the beam main shaft reinforcing bar D that penetrates the opening or is fixed in the joint; A prefabricated reinforcing bar assembly construction method using an outer restraining hoop cage material characterized by combining D and a fixing process. 2. The process of installing the beam main axis reinforcing bars D involves inserting and installing the beam main axis reinforcing bars D at a predetermined position in the internal structure of the hoop cage material C, or installing the beam main axis reinforcing bars D divided into two or three parts. A prefabricated reinforcing bar assembly construction method using an outer restraining hoop cage material according to claim 1, characterized in that D is connected and installed. 3. The process of arranging the hoop cage material C involves suspending the hoop cage material C from a temporary erection jig member B using steel bars, etc., fixing the hoop cage material C, and placing the hoop cage material C at the predetermined position of the beam joint of the column member A. A method for assembling and assembling prefabricated reinforcing bars using the outer restraining hoop cage material according to claim 1. 4. A prefabricated reinforcing bar assembly construction method using an outer restraining hoop cage material according to claim 1, in which the rigid column member A is a prefabricated reinforcing bar member or a steel frame column member.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP6355981A JPH0244976B2 (en) | 1981-04-27 | 1981-04-27 | SOTOGAKOIKOSOKUFUUPUKAGOZAIOMOCHIITAPUREHABUTETSUKINKUMITATEKAKOKOHO |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP6355981A JPH0244976B2 (en) | 1981-04-27 | 1981-04-27 | SOTOGAKOIKOSOKUFUUPUKAGOZAIOMOCHIITAPUREHABUTETSUKINKUMITATEKAKOKOHO |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS57178067A JPS57178067A (en) | 1982-11-02 |
| JPH0244976B2 true JPH0244976B2 (en) | 1990-10-05 |
Family
ID=13232692
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP6355981A Expired - Lifetime JPH0244976B2 (en) | 1981-04-27 | 1981-04-27 | SOTOGAKOIKOSOKUFUUPUKAGOZAIOMOCHIITAPUREHABUTETSUKINKUMITATEKAKOKOHO |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0244976B2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS63304847A (en) * | 1987-06-01 | 1988-12-13 | 株式会社竹中工務店 | Pre-assembled reinforcing bar hanging construction method utilizing false constructed reinforcing bar beam |
-
1981
- 1981-04-27 JP JP6355981A patent/JPH0244976B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPS57178067A (en) | 1982-11-02 |
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