JPS6059256A - Reinforced panel for building - Google Patents

Reinforced panel for building

Info

Publication number
JPS6059256A
JPS6059256A JP58164842A JP16484283A JPS6059256A JP S6059256 A JPS6059256 A JP S6059256A JP 58164842 A JP58164842 A JP 58164842A JP 16484283 A JP16484283 A JP 16484283A JP S6059256 A JPS6059256 A JP S6059256A
Authority
JP
Japan
Prior art keywords
horizontal
intervals
parts
wall
horizontal parts
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
Application number
JP58164842A
Other languages
Japanese (ja)
Inventor
小原 宗一郎
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.)
FUJI KIGIYOU KK
Original Assignee
FUJI KIGIYOU KK
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 FUJI KIGIYOU KK filed Critical FUJI KIGIYOU KK
Priority to JP58164842A priority Critical patent/JPS6059256A/en
Priority to KR1019840004194A priority patent/KR890000964B1/en
Publication of JPS6059256A publication Critical patent/JPS6059256A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01Reinforcing elements of metal, e.g. with non-structural coatings
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/16Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
    • E04C5/162Connectors or means for connecting parts for reinforcements
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/16Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
    • E04C5/18Spacers of metal or substantially of metal

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】 本発明は建築用1鉄筋パネルの改良に関するものである
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to improvements in single-reinforcement panels for construction.

従来、この神の1仄筋パネルは現場工事毎の役割に基き
鉄筋加工を施し、この加工された鉄筋を組立てるのか−
j1ケ的であり、又規格化されたプレギヤストコンクリ
ート吟の製造の」遂♂、合でも工場熔において上述の現
」〃1作業とほぼ同様の作業か材製であった。更に、鉄
筋工事作業においては主として熟練工(鉄筋土又ケ;1
−下場熟練者)に頼ることか多く作業の専門化および合
理化は図られているものの一般化の対策&−1−進歩し
てい乙cいのが現状である。
Conventionally, this single reinforcement panel is processed with reinforcing bars based on the role of each site construction work, and the processed reinforcing bars are assembled.
In the case of the production of standard and standardized Pregeast concrete, the process was almost the same as the above-mentioned process in the factory melting process. Furthermore, in reinforcing steel work, mainly skilled workers (reinforcing steel domatake; 1
Although efforts have been made to specialize and rationalize the work, the current situation is that there is little progress in generalization.

本発明の目的は熟練工等に1・IJることなく而単に且
つ能率良く組立てることかできる建築用鉄筋・パネルを
提供することにある。
An object of the present invention is to provide a construction reinforcing bar/panel that can be assembled simply and efficiently by skilled workers without any 1.IJ.

以下、本発明を図示の実施例に基いて詳細に説明する。Hereinafter, the present invention will be explained in detail based on illustrated embodiments.

第1図を参照すると、本発明に係る鉄筋刊、 X411
体パイ、ルが示してあり、このパネルし」、L下方向に
間隔をあけて配(6された複数の((す、箔体10とこ
力、ら横筋体に接続された代数の縦筋11とから成って
いる。、横筋体は間隔をあけて水督に9JIびる一ブ・
1の水Δ1′一部分12を有しこれら水平7B、l;分
の両Vhm1には結合端子部16が形成されている。こ
れら結合1喘イ部は水平)65分の両端を接イウ【;す
る連+l′;’i j′rl1分14を有する。この結
合端1子都の角片1−1−帥でi’f’ il’1ll
(lごのべろ。
Referring to FIG.
This panel shows a plurality of vertical bars connected to the foil body 10 and the transverse bar body, arranged at intervals in the downward direction. It consists of 11 parts.The transverse muscles are spaced apart and extend 9JI to the water height.
A connecting terminal portion 16 is formed at both Vhm1 of these horizontal portions 7B, 1; These connections 1 and 1 have a series of 14 connections that connect both ends of the horizontal) 65 minutes. At the corner piece 1-1-of this joint end 1-1, if'f'il'1ll
(Please listen.

1(i(助1 ’l ld、構jvj体の水平品分12
にi141図に示すj、IIすSKでiに一ツ・]しさ
れている、この抜わ゛を二It:J−浴接やワイヤギ、
1′1束り5に上り竹うことかできる。
1 (i (help 1 'l ld, horizontal component 12 of structure jvj
In Figure 141, this pullout, shown in Figure 141, is shown in Figure 141.
It is possible to climb up to 1'1 bundle 5 and make bamboo.

第6図を参照すると、A′i21肋体10の両111.
li K覗ダ6曲組立体20が配置?’+されている状
態か示しである。
Referring to FIG. 6, both sides 111. of A'i21 rib 10.
li K peep da 6 song assembly 20 arranged? ' It shows whether it is + or not.

これら壁面用\7’、<AIま図示の実施例では6;1
記秩1Jli・V1組体パネルの両側に第4図及び第5
図の如くポー1−21とこのボー1−゛の外側面に配置
さノ′[だ鎧、網22どから成っている。これら壁面眉
XX7()lは、代数のノー3′−サー2ろあるい−、
押え鉄筋26によって、鉄筋骨、名11体か1っばずれ
ない45:≧工夫されている。
For these walls\7', <AI or 6;1 in the illustrated embodiment
Figures 4 and 5 are on both sides of the Kichichi 1 Jli/V1 assembly panel.
As shown in the figure, it consists of a port 1-21 and armor, a net 22, etc. arranged on the outer surface of the port 1-21. These wall eyebrows XX7()l are the algebraic no 3′-sir 2 roiroi-,
The presser reinforcing bars 26 are designed to ensure that only one of the 11 reinforcing bars remains in place (45:≧).

これらスベーツ−t」、鉄筋骨組体のJl′tj筋休1
〔」体縦筋体′I′1I7)例続!”rl’に直接接続
され(第8図薮照)てもよく、4た←IJ〜71ン1の
例に小す様に個々のス破−ザーをガイl’筋27て結束
され/こものを1iit記鉄筋省組体に配置され(第4
図、W5図参!!(t )、詳細々のスn−ツーの両端
;1しか壁面組立体を1′1通し2ている。
These subates-t', Jl'tj muscle rest 1 of the steel frame
[''Longitudinal muscular body 'I'1I7) Example continuation! It may be directly connected to "rl" (Fig. 8), and the individual scrapers may be tied together by the guide l' wire 27 as shown in the example of 4←IJ~71-1. The items are placed in the 1iit rebar saving assembly (4th
See figure W5! ! (t), both ends of the detail sn-two; only 1 passes through the wall assembly 1'1.

これらスR−ザーは一つの実施例では第ろ図、第5図及
び第6図に示すように両端に一フック24か形成されて
いる。
In one embodiment, these scrubbers are provided with hooks 24 at each end, as shown in FIGS. 5 and 6.

このフック部でソック24あるいi押え鉄筋26か壁(
()(絹q体の外面を安上fする。
Attach this hook part to the sock 24 or I presser reinforcing bar 26 or the wall (
()(The outer surface of the silk body is cut down.

尚、スベーリ゛−の形状の実施例と17で17′i第6
図にボずように、スベ□−ザーの両端1η1Δを折曲げ
加工してフック24を設りだもの(、A−’、 6図の
1参照)、あるいはスペーサ−の両VJlf1都にネジ
を設け、このネジにワッシャー等ケはめ込んでナンド2
5締ダ〕等(第6図の2娑照)をして、フック24に代
えてもよい。
In addition, the example of the shape of the suberly and the 17'i 6th example in 17
As shown in the figure, hooks 24 are provided by bending 1η1Δ at both ends of the spacer (see 1 in Figure 6, A-'), or screws are inserted into both VJLF1 ends of the spacer. Place a washer, etc. on this screw, and then
It is also possible to replace the hook 24 by using a hook 24 (see 2 in FIG. 6).

さらに、スペーサーの応用例として、個々のス投−ザー
を鉄筋骨組体に一つ一つ取付けるのは大変な作業となる
(1夕(1えば、、A8図参11、(0の−ぐ、第71
ンi VC/]eすように個々のス×−ザ−を、作業の
心数に応じて、間隔を保ち、−目つフック部の方向を種
々]二夫した上、ス【−ブーガイ1−筋2ノに予めlr
’、’1定すると、スに一ザ−の:Iθ(筋・円組体−
\の数個けがより1/11単になる(第4図及び第5図
参照)。
Furthermore, as an example of the application of spacers, it is a difficult task to attach individual spacers to a reinforcing frame one by one. 71st
Depending on the number of workpieces, the individual scanners are separated so that they are spaced apart and the direction of the hook part is varied. -lr in advance for the second line
', 'When 1 is constant, the following is: Iθ (muscle/circular body)
It is 1/11 times simpler than several injuries (see Figures 4 and 5).

」−記の如きス啄−ザーによってυ1¥、而ail 1
立体を鉄筋骨組体の両面に数個ることがで゛きる(・l
j、6図、第4図、第5図参照)。
” - By the sutaku-za as written, υ1 yen, and ail 1
Several solid bodies can be placed on both sides of the reinforced steel frame (・l
(see Figure 6, Figure 4, Figure 5).

尚、フック伺のスズーザーを使用1−./jとき壁1f
ti糺立体の外面から突出するフックに第6図にノJN
す如く、押え鉄筋26等を係合さぜることかできる。
In addition, using a hook-filled szuzer 1-. /j time wall 1f
Figure 6 shows the hook protruding from the outer surface of the solid body.
As shown, the presser reinforcing bar 26 and the like can be engaged.

このようにするとより確実に月1f面組立体の数個りが
行える。
In this way, several lunar 1f surface assemblies can be assembled more reliably.

第2図を参照すると、」二重の如く形1ノアされた複数
の鉄筋パネルを相互に接続する方法が示しである。1隣
接する鉄筋パネルは結合端子j′ils ’+ 5を4
(合して補助鉄筋ろDを介して接続づれる。第2図A(
は2つの鉄筋パネルを直角に接続する場合を示し、菓2
図Bは鈍角(じ0で接続する」昌合、第2図Cに1鋭角
β0で」2続する場合、第2図りは水平又は」−下に1
医’l’j+’、する」↓、”・合を示す。
Referring to FIG. 2, a method for interconnecting a plurality of double-shaped rebar panels is illustrated. 1 Adjacent reinforcing panel connects terminal j'ils '+5 to 4
(Then, they are connected via the auxiliary reinforcing bar D. Fig. 2A (
shows the case where two reinforcing bars are connected at right angles, and
Figure B is connected at an obtuse angle (ji 0), and if Figure 2 C is connected with an acute angle β0, the second diagram is horizontal or 1 below.
Medical 'l'j+', ``↓,'' indicates conjunction.

このように1■数の鉄筋・Rネルを幾つか[菱続するこ
とによって9−11築I吻の壁面を)ヒ成することかて
きる。
In this way, it is possible to build up several reinforcing bars and R-flanks [by connecting them together, the wall of the 9-11 building I proboscis].

尚、上記実施例VCおいて、壁面組立体を下地利として
コンクリートを打設することもできる。この場合、断ρ
(性の壁面組立体を使用すると断熱性のすぐれ/乙コ/
クリート壁体が得られる。又、横筋体と細筋との・Il
/= [9;i I系はコノクリートのj9さあるいは
壁面組立体の寸法により〕開力に>Vめ9゛−に尤1図
に示すように・パネルのイ布寸法Bとパネルの縦寸法H
とを定めることにより心変に応じた大きさの73ネルを
hXy、定できる。
In the above embodiment VC, concrete can also be poured using the wall assembly as a base. In this case, ρ
(Excellent heat insulation when using a wall assembly /Otoko/
A cleat wall is obtained. Also, the Il of the transverse muscle body and the thin muscle
/= [9;i For the I series, depending on the height of the conocrete or the dimensions of the wall assembly] the opening force is > V to 9゛-.As shown in Figure 1, the fabric dimension of the panel B and the vertical dimension of the panel H
By determining hXy, a 73 channel of a size corresponding to the change of heart can be determined.

以上のよう9(1、本発明によれは、組立てがきわめて
簡単な鉄筋・パネルか提供できる。
As described above, (1) the present invention can provide reinforcing bars and panels that are extremely easy to assemble.

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

第1図は本発明に係る鉄筋パネルの斜視図、第2図は複
数の鉄筋・ξネルの接続方法を示す説明図、第ろ図は横
筋体に壁面組立体を数句けた状態を示す斜視図、第4図
(dその平面図の一部分、第5図は第4図の11tlI
面図の一部分、第6図を庄フック伺スペーサの二つの実
施例を示す、第7図はフック伺スペーサのスは−ザーガ
イド筋に固定さ)]、た火施例を示す才1視図、第8図
はスペーサのIIX (=l状、暢を示す−Er、:(
:の斜視図である。 10・・・4’R筋体 11・・・細筒12・・・水平
部分 1ろ・・・結合端子部14・・・連結部分 20
・・・壁1用組立体21・・・ボービ類 22・・・3
糖 26・・・スペーサー都 24・・・フック25・・・
ナンド類 26・・・押え鉄筋27・・・スズーザーガ
イド筋 ろO・・・補助鉄筋 (外4名) 襄/図 0 − 1 1110/3 I /1 0 ・ル 。し L1図 毛5 閏 芥6 図 3 和、ff1q+ L−一工一上々 孔7図
Fig. 1 is a perspective view of a reinforcing bar panel according to the present invention, Fig. 2 is an explanatory diagram showing a method of connecting a plurality of reinforcing bars and ξ channels, and Fig. 3 is a perspective view showing a state in which several wall assemblies are installed on a transverse reinforcement body. Fig. 4 (d Part of the plan view, Fig. 5 is 11tlI of Fig. 4)
Part of the top view, Figure 6 shows two embodiments of the hook spacer, and Figure 7 shows a perspective view of the hook spacer (fixed to the guide line). , Figure 8 shows the spacer IIX (=L-shaped, -Er indicating smoothness, :(
: is a perspective view of. 10... 4'R muscular body 11... Thin tube 12... Horizontal part 1 Ro... Connecting terminal part 14... Connecting part 20
...Wall 1 assembly 21...Bobby type 22...3
Sugar 26...Spacer capital 24...Hook 25...
Nando type 26... Presser reinforcing bar 27... Suzuzer guide bar O... Auxiliary reinforcing bar (4 people in addition) Shi L1 figure 5 leap line 6 Figure 3 sum, ff1q+ L-1 work 1 upper hole 7 figure

Claims (2)

【特許請求の範囲】[Claims] (1)間隔をおいて水平に延びる一対の水平部分と該水
平1X15分の両端においてこれら水平31i分を接続
する連結部分とから成り上下刃向に1)1j隔をありて
配置された複数の横筋体と、とJしら+j、li筋体の
水平部分に接続された複数の縦筋とを(itiiえて成
り、前記棺]筋体の端部には他の57′)り筋骨組体パ
イ、ルか接続されることを勃徴とする建築用鉄筋骨組体
パネル。
(1) It consists of a pair of horizontal parts that extend horizontally at intervals, and a connecting part that connects these 31i horizontal parts at both ends of the horizontal 1x15 part, and is arranged at 1) 1j intervals in the upper and lower blade direction. A horizontal muscle body, and a plurality of longitudinal muscles connected to the horizontal parts of the muscle body (it iii) and the other 57' at the end of the muscle body; , architectural steel frame panels that are connected to each other.
(2)間隔をあけて水平に延びる一対の水平部分と該水
平部分の両端においてこれら水平部分を接続する連結部
分とから成り上下刃向に間隔をあけて配置かされた複数
の横筋体と、これら]jへ筋体の水平部分に接続された
複数の縦筋とを備えて成る鉄筋骨組体・ξネルに、該縦
筋と水平部分との接続部あるいは前記水平部分捷たに1
、縁−筋に配置されたスに一す−および前記鉄筋骨組体
パネルの両側に配置された壁面ポ[4立体を設りて成り
、前記スR−ザーは両端にフックをイイし該フックが壁
面、fl ZイA・をV↓辿してその外面を支」悄する
ことを特徴とする建築用鉄筋・ξネル。
(2) a plurality of transverse reinforcement bodies arranged at intervals in the vertical direction, consisting of a pair of horizontal parts extending horizontally at intervals and connecting parts connecting these horizontal parts at both ends of the horizontal parts; [these] A reinforcing steel frame body comprising a plurality of longitudinal bars connected to the horizontal part of the muscle body / ξ channel, the connection part between the longitudinal bar and the horizontal part or the horizontal part
, the scraper has hooks at both ends, and the scraper has hooks at both ends. Architectural reinforcing steel/ξ-flank characterized by supporting the outer surface of the wall by following the V↓ of the wall.
JP58164842A 1983-09-07 1983-09-07 Reinforced panel for building Pending JPS6059256A (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
JP58164842A JPS6059256A (en) 1983-09-07 1983-09-07 Reinforced panel for building
KR1019840004194A KR890000964B1 (en) 1983-09-07 1984-08-31 A panel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP58164842A JPS6059256A (en) 1983-09-07 1983-09-07 Reinforced panel for building

Publications (1)

Publication Number Publication Date
JPS6059256A true JPS6059256A (en) 1985-04-05

Family

ID=15800954

Family Applications (1)

Application Number Title Priority Date Filing Date
JP58164842A Pending JPS6059256A (en) 1983-09-07 1983-09-07 Reinforced panel for building

Country Status (2)

Country Link
JP (1) JPS6059256A (en)
KR (1) KR890000964B1 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101128866B1 (en) * 2011-01-21 2012-03-26 (주)유송엔지니어링 Shear reinforcing bar assembly for wall and method for reinforcing structure using such assembly
CN104164927A (en) * 2013-05-17 2014-11-26 戴云发 Steel bar structure of reinforced concrete wall plate and construction method thereof
US11866939B2 (en) 2016-12-14 2024-01-09 Inquik Ip Holdings Pty Ltd Support module for a structure

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5014455A (en) * 1973-06-08 1975-02-15
JPS5319631A (en) * 1976-08-06 1978-02-23 Taisei Corp Method of assembled reinformcement construction
JPS5431756A (en) * 1977-08-16 1979-03-08 Fujikura Ltd Terminating method of silicone clad optical fibers

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5014455A (en) * 1973-06-08 1975-02-15
JPS5319631A (en) * 1976-08-06 1978-02-23 Taisei Corp Method of assembled reinformcement construction
JPS5431756A (en) * 1977-08-16 1979-03-08 Fujikura Ltd Terminating method of silicone clad optical fibers

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101128866B1 (en) * 2011-01-21 2012-03-26 (주)유송엔지니어링 Shear reinforcing bar assembly for wall and method for reinforcing structure using such assembly
CN104164927A (en) * 2013-05-17 2014-11-26 戴云发 Steel bar structure of reinforced concrete wall plate and construction method thereof
JP2014227827A (en) * 2013-05-17 2014-12-08 雲 發 戴 Reinforcement structure of reinforced concrete wall board and method thereof
US11866939B2 (en) 2016-12-14 2024-01-09 Inquik Ip Holdings Pty Ltd Support module for a structure

Also Published As

Publication number Publication date
KR890000964B1 (en) 1989-04-15
KR850002865A (en) 1985-05-20

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