JP2603320Y2 - Reinforcement frame for foundation construction - Google Patents

Reinforcement frame for foundation construction

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Publication number
JP2603320Y2
JP2603320Y2 JP1991042250U JP4225091U JP2603320Y2 JP 2603320 Y2 JP2603320 Y2 JP 2603320Y2 JP 1991042250 U JP1991042250 U JP 1991042250U JP 4225091 U JP4225091 U JP 4225091U JP 2603320 Y2 JP2603320 Y2 JP 2603320Y2
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Japan
Prior art keywords
streaks
horizontal
vertical
axial
bars
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
Application number
JP1991042250U
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Japanese (ja)
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JPH04134549U (en
Inventor
明 林
Original Assignee
林精工株式会社
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Priority to JP1991042250U priority Critical patent/JP2603320Y2/en
Publication of JPH04134549U publication Critical patent/JPH04134549U/en
Application granted granted Critical
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Description

【考案の詳細な説明】[Detailed description of the invention]

【0001】[0001]

【産業上の利用分野】本考案は木造住宅,特に高級住宅
或いは3階建木造住宅、工場,U字溝或いはその他の基
礎構築用筋枠に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a wooden house, in particular, a luxury house or a three-story wooden house, a factory, a U-shaped ditch or other foundation frame.

【0002】[0002]

【従来の技術】本考案は実願平2−81928号及び実
願平3−30949号の改良に関する。
BACKGROUND OF THE INVENTION The present invention relates to an improvement of Japanese Patent Application No. 2-81928 and Japanese Patent Application No. 3-30949.

【0003】[0003]

【考案が解決しようとする課題】上記従来のものは、縦
筋e1,e2 を直立させたときに例えば蓋(カンザシ
筋)のような別のものを用いてその軸筋d1,d2 間の
距離を一定に保持せねばならず、不便であった。
In the above-mentioned conventional apparatus, when the vertical streaks e 1 and e 2 are erected, the axial streaks d 1 and d 2 are used by using another one such as a lid (kansashi streaks). The distance between the two had to be kept constant, which was inconvenient.

【0004】[0004]

【課題を解決するための手段】本考案のうち請求項1
は、一対の平行に延びる両側筋(a,b)に複数個の第
1の横筋(c1,c2・・・)の両端部を所望間隔毎に溶
接部(1,1・・・)により溶接し、これら第1の横筋
(c1,c2・・・)の中央部には上記両側筋(a,b)
と平行な2つの軸筋(d1,d2)を回動自在に支持し、
また上記両側筋(a,b)にはこの軸筋(d1,d2)を
回動自在に支持する第2の横筋(ca,cb)の両端部を
溶接し、第1の横筋(c1 ,c2・・・)又は第2の横
筋(ca,cb)の何れかに、軸筋(d1,d2)を回動自在
に支持する係合部を形成し、この2つの軸筋(d1
2)には縦筋(e1,e2・・・)の下端を所望間隔毎
に溶接部(2,2・・・により溶接し、これらの縦筋
(e1 ,e2・・・)の端部及び中央部にも上記両側筋
(a,b)と平行に延びる筋(f1,f2,g1,g2)を
夫々溶接部(3,3・・・、4,4・・・)により溶接
し、上記縦筋(e1,e2・・・)と筋(f1,f2
1,g2)及び軸筋(d1 ,d2)を一体に外方向に回
動自在としたものである。本考案のうち請求項2は、一
方の縦筋(e1・・・)の上端には他方の縦筋(e2・・
・)に向かって水平に延びる上端とその他方の縦筋(e
2・・・)の上端部の筋(f1,f2・・・)と係合する
鉤(h1)を設けてなるものである。
Means for Solving the Problems Claim 1 of the present invention
Are welded portions (1, 1,...) At both ends of a plurality of first horizontal streaks (c 1 , c 2 ...) At a desired interval on a pair of parallel extending side streaks (a, b). , And the first lateral streaks (c 1 , c 2.
Rotatably supports two shafts (d 1 , d 2 ) parallel to
Further, both ends of a second horizontal streak (c a , c b ) rotatably supporting the axial streaks (d 1 , d 2 ) are welded to the both side streaks (a, b) to form a first horizontal streak. (C 1 , c 2 ...) Or the second horizontal streak (c a , c b ) is formed with an engaging portion for rotatably supporting the shaft streaks (d 1 , d 2 ); These two axis muscles (d 1 ,
d 2 is the) welded by weld (2, 2 a lower end of the vertical line (e 1, e 2 ...) for each desired interval, these vertical stripe (e 1, e 2 ... ) At the ends and at the center, the reinforcing members (f 1 , f 2 , g 1 , g 2 ) extending in parallel with the above-mentioned two side bars (a, b) are respectively welded portions (3, 3,..., 4, 4). ..) And the above-mentioned vertical streaks (e 1 , e 2 ...) And streaks (f 1 , f 2 ,.
g 1 , g 2 ) and shafts (d 1 , d 2 ) are integrally rotatable outward. Claim 2 of the present invention is that the upper end of one longitudinal streak (e 1 ...) Is attached to the other longitudinal streak (e 2.
.) And the other vertical streak (e)
Muscle (f 1 of the upper end portion of the 2 ...) is f 2, ...) and those formed by providing a hook (h 1) that engages.

【0005】[0005]

【作 用】請求項1では、軸筋d1,d2は第2の横筋c
a,cbの軸受5,6又は折曲からなる係合部に係合され
て軸筋d1,d2間を一定の距離に保持される。通常は縦
筋e1,e2・・・、筋f1,f2,g1,g2を軸筋d1
2を中心にして外側に倒して、全体として平面状にし
て運搬する。次に使用するときには、縦筋e1,e2・・
・、筋f1,f2,g1,g2を軸筋d1,d2を中心にして
回動させて直立させる。請求項2では、その上端部の筋
1には鉤h1を係合して筋f1,f2の間を一定の距離に
保持する。
In the first aspect, the axial muscles d 1 and d 2 are the second horizontal muscle c.
The shafts d 1 and d 2 are held at a fixed distance by being engaged with the bearings 5 and 6 of a and c b or the engaging portions formed by bending. Normally, longitudinal streaks e 1 , e 2 ..., Streaks f 1 , f 2 , g 1 , g 2 are replaced by axial streaks d 1 ,
Tilt outward by the d 2 in the center, is transported in the flat shape as a whole. For the next use, the vertical stripes e 1 , e 2.
・ The muscles f 1 , f 2 , g 1 , g 2 are turned around the axis muscles d 1 , d 2 to stand upright. According to claim 2, in muscle f 1 of the upper end thereof for holding between the muscle f 1, f 2 engages the hook h 1 at a fixed distance.

【0006】[0006]

【実施例】以下図面につき本考案の実施例を詳細に説明
する。各筋枠は太さ10mm或いは13mmの異径 (表
面に環状の凹凸がある) 鉄棒を適宜寸法に裁断し、工場
等で鉄筋を予めアーク溶接又はスポット溶接等により溶
接して組み上げると共にその一部は軸筋として水平に折
り畳めるようにしたものである。
BRIEF DESCRIPTION OF THE DRAWINGS FIG. Each braided frame has a different diameter of 10mm or 13mm (the surface has ring-shaped irregularities). Cut an iron rod into appropriate dimensions, weld the rebar in advance in a factory etc. by arc welding or spot welding, etc. and assemble it. Is designed to be horizontally foldable as an axis.

【0007】図3のように一対の平行に延びる両側筋
a,bに複数個の第1の横筋c1,c2・・・の両端部を
交互に上側,下側で所望間隔毎に溶接部1,1・・・に
より溶接し、上記第1の横筋c1,c2・・・の中央部に
は上記両側筋a,bと平行な2つの軸筋d1,d2を外側
に回動すべく挿入する。また上記両側筋a,bにはこの
軸筋d1,d2と係合する第2の横筋caの両端部を溶接
する。この第2の横筋caは第1の横筋c1,c2・・・
の何れかが第2の横筋caであっても良く、また、図3
に示すように縦枠体の縦筋e1,e2と独立に別個の位置
に設けても良い。
As shown in FIG. 3, both ends of a plurality of first horizontal streaks c 1 , c 2 ... Are alternately welded to a pair of parallel side streaks a, b at upper and lower sides at desired intervals. , And two axial bars d 1 , d 2 parallel to the two side bars a, b are outwardly provided at the center of the first horizontal bars c 1 , c 2 ,. Insert to rotate. Also the both sides muscle a, the b are welded to both ends of the second lateral stripes c a to be engaged with the axial reinforcement d 1, d 2. The second horizontal strip c a first lateral stripes c 1, c 2 · · ·
May be any second horizontal strip c a a, also, FIG. 3
As shown in ( 1) , the vertical streaks e 1 and e 2 of the vertical frame may be provided independently and separately.

【0008】図1(イ)の実施例では第2の横筋c
軸筋d1,d2を回転自在に係合支持する係合部である軸
受5,6を取り付けているが、係合部はこれに限定され
るものではなく、図1(ロ)の横筋cbで示すように軸
筋d1,d2が係合する部分を折曲により係合部としても
よい。
[0008] While the embodiment of FIG. 1 (a) is attached to the bearing 5 and 6 are engaging portions for rotatably engaged and supported the Jikusuji d 1, d 2 to the second horizontal strip c a, engaging The joining portion is not limited to this, and the portion where the axial streaks d 1 and d 2 engage as shown by a horizontal streak c b in FIG.

【0009】この2つの軸筋d1,d2 には縦筋e1
2・・・の下端を所望間隔毎に溶接部2,2・・・に
より溶接し、これらの縦筋e1,e2・・・の上端部及び
中央部には上記両側筋a,bと平行に延びる筋f1
2,g1,g2を夫々溶接部3,3・・・,4,4・・
・により溶接する。
The two axial muscles d 1 , d 2 have longitudinal muscles e 1 ,
e 2 ... of the lower end is welded by welds 2, 2 for each desired interval, these vertical stripe e 1, e 2, ... of the upper portion and the both side muscle a in the central portion, b Muscle f 1 extending parallel to
f 2 , g 1 , g 2 are respectively welded parts 3, 3,.
・ Weld by

【0010】一方、上記縦筋e2の上端hは縦筋e1に向
かって水平に折曲し、その端部には縦筋e1を直立させ
たとき、その端部の筋f1に係合する鉤h1を設ける。本
考案はかかる構成よりなるものであるから、通常は図1
縦線で示すように縦筋e1,e2・・・、筋f1,f2,g
1,g2を軸筋d1,d2を中心にして鎖線x1で示すよう
に外側に倒せばこれらは側筋a,b、第1の横筋c1
2・・・と同じ平面に重なって全体として平面状とな
り、運搬に便利である。
On the other hand, the upper end h of the vertical stripe e 2 is bent horizontally towards the vertical stripe e 1, when the upright vertical streak e 1 is at its end, muscle f 1 of the end portion providing hook h 1 to be engaged. Since the present invention has such a configuration, the configuration of FIG.
As shown by the vertical lines, vertical streaks e 1 , e 2 ..., Streaks f 1 , f 2 , g
If 1 and g 2 are tilted outward with respect to the axial muscles d 1 and d 2 as shown by the dashed line x 1 , they will be the side muscles a and b, the first horizontal muscle c 1 ,
as a whole becomes a planar overlap in the same plane as the c 2 ···, it is convenient to transport.

【0011】これを使用するには先ず図4(イ)に示す
ように土に溝10を堀り、同図(ロ)に示すようにその
底に砂利11を敷いて捨コン7を打ちその上の側筋a,
b、第1の横筋c1,c2・・・を置き図1実線で示すよ
うに縦筋e1,e2・・・、筋f1,f2,g1,g2を軸筋
1,d2を中心にして回動させて直立させ、鉤h1 を筋
1 に係合させる。これによってその端部の筋f1,f
2には縦筋e2の上端hによりその間を一定の距離に保持
される。なお縦筋e1に水平の上端h及び鉤h1を設けな
い場合は、図6に示す別のカンザシ筋Hを筋f1,f2
係合して2つの縦筋e1,e2の上端の間を一定の距離に
保持する。なお縦筋e1,e2を直立させる際、先ず縦筋
1を図2の鎖線x2まで回動し、次に縦筋e2を鎖線x3
の位置まで回動すると筋f1は鉤h1の内側に入り、両縦
筋e1,e2を直立させると筋f1は鉤h1に自然に係合す
る。
In order to use this, first, a trench 10 is dug in the soil as shown in FIG. 4 (a), a gravel 11 is laid on the bottom as shown in FIG. Upper side muscle a,
b, the first horizontal stripes c 1 , c 2 ... are placed and the vertical stripes e 1 , e 2 ..., and the stripes f 1 , f 2 , g 1 , g 2 are aligned with the axial stripe d as shown by the solid line in FIG. 1, d 2 in the central upright by rotating the to engage the hooks h 1 muscle f 1. This results in streaks f 1 , f
The 2 held therebetween at a distance by the upper end h of the vertical stripe e 2. In the case where the vertical line e 1 without the upper h and hook h 1 of the horizontal, another hairpin muscle H muscle f 1, engage the f 2 are two longitudinal muscle e 1 shown in FIG. 6, e 2 Is kept at a constant distance between the upper ends of the. Note when uprighting the vertical stripe e 1, e 2, first a vertical line e 1 rotated to the chain line x 2 in Figure 2, then the vertical stripe e 2 a dashed line x 3
Muscle f 1 when rotated to the position enters the inside of the hooks h 1, Ryotatesuji e 1, e 2 muscle f 1 when the upright a engages naturally hook h 1.

【0012】而してその溝10の直交部において互いに
直交する縦筋f1,f2,g1,g2にL型の筋(図示せ
ず)を当て、これらを針金、帯板等により結束する。次
に図4(ハ)示のように上記溝10の両側に型枠9を組
み、その中にコンクリート8を流し込んで硬化させると
基礎を構築することができるものである。
L-shaped streaks (not shown) are applied to the vertical streaks f 1 , f 2 , g 1 , g 2 orthogonal to each other at the orthogonal portion of the groove 10, and these are strung with wires, strips, or the like. Band together. Next, as shown in FIG. 4C, a formwork 9 is assembled on both sides of the groove 10 and concrete 8 is poured into the mold 9 and hardened to form a foundation.

【0013】図7は本考案の他の実施例を示すもので、
側筋a,bの外側に更に第2の側筋a1,b1を設けると
共にその側筋a1,b1の下側には上記第1の横筋c2
4,c6・・・の延長部を溶接し、上記第2の横筋
a,cbの延長部も側筋a1,b1の下側に溶接したもの
である。
FIG. 7 shows another embodiment of the present invention.
The second lateral streaks a 1 and b 1 are further provided outside the lateral streaks a and b, and the first lateral streak c 2 and the lower lateral streaks a 1 and b 1 are located below the side streaks a 1 and b 1 .
The extensions of c 4 , c 6, ... are welded, and the extensions of the second horizontal streaks c a , c b are also welded below the side streaks a 1 , b 1 .

【0014】[0014]

【考案の効果】以上のように請求項1に記載の考案によ
れば、2組の縦筋e1,e2・・・及び筋f1,f2
1,g2が直立するから強度があると共に、軸筋d1
,d2間は第2の横筋ca,cbにより一定の距離に保持
され、また請求項2に記載の考案によれば、先ず縦筋e
1を図2の鎖線x2まで回動し、次に縦筋e2を鎖線x3
位置まで回動すると筋f1は鉤h1の内側に入り、両縦筋
1,e2を直立させると筋f1は鉤h1に自然に係合し、
縦筋e1,e2は直立状態に安定に保持される。更に本考
案は水平に折り畳めるので運搬が容易であると共に現場
では軸筋を中心にして縦筋及びそれを連結する筋を回動
させて垂直にするのみであるから、現場作業が極めて容
易で鉄筋の切断、結束等の作業を節減でき、また各部分
は溶接されているから、従来の結束した筋枠よりも強度
があると共に結束材料を節減しうるものである。
As described above, according to the first aspect of the present invention, two sets of vertical streaks e 1 , e 2 ... And streaks f 1 , f 2 ,.
Since g 1 and g 2 stand upright, there is strength and axial muscle d 1
, D 2 are maintained at a constant distance by the second horizontal streaks c a , c b , and according to the invention of claim 2, first the vertical streaks e
1 rotates up to a chain line x 2 in Figure 2, then the muscle f 1 when rotating the vertical line e 2 to the position of the chain line x 3 enters inside the hook h 1, the Ryotatesuji e 1, e 2 When upright, the muscle f 1 naturally engages with the hook h 1 ,
The vertical stripes e 1 and e 2 are stably held in the upright state. Further, since the present invention can be easily folded and folded, it is easy to carry, and in the field, only the vertical bars and the connecting bars are pivoted around the shaft to make them vertical. The work of cutting and bundling can be saved, and since each part is welded, the strength and strength of the bundling material can be reduced as compared with the conventional brace.

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

【図1】(イ)は本考案の一実施例の要部の断面図、
(ロ)はその他の実施例の要部の断面図である。
FIG. 1A is a sectional view of a main part of an embodiment of the present invention;
(B) is a sectional view of a main part of another embodiment.

【図2】その組立てた状態の正面図である。FIG. 2 is a front view of the assembled state.

【図3】その平面図である。FIG. 3 is a plan view thereof.

【図4】(イ),(ロ),(ハ)は本考案の使用法を順
次示す説明図である。
FIGS. 4A, 4B, and 4C are explanatory diagrams sequentially showing the usage of the present invention.

【図5】本考案の他の実施例の要部の端面図である。FIG. 5 is an end view of a main part of another embodiment of the present invention.

【図6】カンザシ筋の説明図である。FIG. 6 is an explanatory diagram of a kansashi muscle.

【図7】本考案の他の実施例の端面図である。FIG. 7 is an end view of another embodiment of the present invention.

【符号の説明】[Explanation of symbols]

a,b 側筋 c1,c2 第1の横筋 1 溶接部 d1, d2 軸筋 ca,cb 第2の横筋 e1,e2 縦筋 2 溶接部 f1,f2 筋 g1,g2 筋 3 溶接部 4 溶接部 h 上端 h1a, b-side muscle c 1, c 2 first lateral stripes 1 welds d 1, d 2 axial reinforcement c a, c b a second horizontal stripes e 1, e 2 vertical striped 2 weld f 1, f 2 muscle g 1, g 2 muscle 3 welded portion 4 welded portion h upper h 1 hook

Claims (2)

(57)【実用新案登録請求の範囲】(57) [Scope of request for utility model registration] 【請求項1】 一対の平行に延びる両側筋(a,b)に
複数個の第1の横筋(c1,c2・・・)の両端部を所望
間隔毎に溶接部(1,1・・・)により溶接し、 これら第1の横筋(c1,c2・・・)の中央部には上記
両側筋(a,b)と平行な2つの軸筋(d1,d2)を回
動自在に支持し、 また上記両側筋(a,b)にはこの軸筋(d1,d2)を
回動自在に支持する第2の横筋(ca,cb)の両端部を
溶接し、 第1の横筋(c1,c2・・・)又は第2の横筋(ca
b)の何れかに、軸筋(d1,d2)を回動自在に支持
する係合部を形成し、 この2つの軸筋(d1,d2)には縦筋(e1,e2・・
・)の下端を所望間隔毎に溶接部(2,2・・・)によ
り溶接し、 これらの縦筋(e1,e2・・・)の端部及び中央部にも
上記両側筋(a,b)と平行に延びる筋(f1,f2,g
1,g2)を夫々溶接部(3,3・・・、4,4・・・)
により溶接し、 上記縦筋(e1,e2・・・)と筋(f1,f2,g1
2)及び軸筋(d1,d2)を一体に外方向に回動自在
とした基礎構築用筋枠。
An end portion of a plurality of first horizontal streaks (c 1 , c 2 ...) Is welded to a pair of parallel side streaks (a, b) at desired intervals. ···), and two axial bars (d 1 , d 2 ) parallel to the two side bars (a, b) are provided at the center of the first horizontal bars (c 1 , c 2 ...). Both ends of a second horizontal streak (c a , c b ) rotatably supporting the axial streaks (d 1 , d 2 ) are supported on both side streaks (a, b). Welding, and the first horizontal stripes (c 1 , c 2 ...) Or the second horizontal stripes (c a ,
to any one of c b), axial reinforcement (d 1, d 2) to form an engaging portion which rotatably supports the, the two axial reinforcement (d 1, d 2) in the vertical stripe (e 1 , E 2 ...
.) Are welded at desired intervals by welding portions (2, 2, ...), And the above-mentioned double-sided streaks (a) are also provided at the ends and the center of these vertical streaks (e 1 , e 2 ...). , B) extending parallel to (f 1 , f 2 , g)
1 , g 2 ) to the welds (3, 3 ..., 4, 4 ...) respectively
, And the above-mentioned vertical streaks (e 1 , e 2 ...) And streaks (f 1 , f 2 , g 1 ,
g 2 ) and the shaft bars (d 1 , d 2 ) are integrally rotatable outwardly.
【請求項2】 一方の縦筋(e1・・・)の上端には他
方の縦筋(e2・・・)に向かって水平に延びる上端と
その他方の縦筋(e2・・・)の上端部の筋(f1,f2
・・・)と係合する鉤(h1)を設けてなる請求項1の
基礎構築用筋枠。
2. An upper end of one longitudinal streak (e 1 ...) Extending horizontally toward the other longitudinal streak (e 2 ...) And another longitudinal streak (e 2. ) At the upper end (f 1 , f 2
...) and engaging hooks (h 1) of the formed by providing a first aspect of the foundation for building muscle frame.
JP1991042250U 1991-06-06 1991-06-06 Reinforcement frame for foundation construction Expired - Lifetime JP2603320Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1991042250U JP2603320Y2 (en) 1991-06-06 1991-06-06 Reinforcement frame for foundation construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1991042250U JP2603320Y2 (en) 1991-06-06 1991-06-06 Reinforcement frame for foundation construction

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JPH04134549U JPH04134549U (en) 1992-12-15
JP2603320Y2 true JP2603320Y2 (en) 2000-03-06

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JPS6193538U (en) * 1984-11-22 1986-06-17
JPH0274725A (en) * 1988-09-12 1990-03-14 Ota Kizai Kk Method of forming bar arrangement body of continuous footing for individual house, and clip-and-spacer used therein
JPH0280155U (en) * 1988-12-06 1990-06-20
JP3025633U (en) * 1995-11-15 1996-06-21 武徳 浜田 A clasp for making a fan-shaped knife

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