JPH02213548A - Truss and construction method thereof - Google Patents

Truss and construction method thereof

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Publication number
JPH02213548A
JPH02213548A JP3265389A JP3265389A JPH02213548A JP H02213548 A JPH02213548 A JP H02213548A JP 3265389 A JP3265389 A JP 3265389A JP 3265389 A JP3265389 A JP 3265389A JP H02213548 A JPH02213548 A JP H02213548A
Authority
JP
Japan
Prior art keywords
reinforcing bar
lattice
truss
fixed
bar joint
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
JP3265389A
Other languages
Japanese (ja)
Other versions
JPH0621490B2 (en
Inventor
Masatoshi Kawasaki
川崎 正俊
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.)
CHUO BIRUTO KOGYO KK
Original Assignee
CHUO BIRUTO KOGYO 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 CHUO BIRUTO KOGYO KK filed Critical CHUO BIRUTO KOGYO KK
Priority to JP3265389A priority Critical patent/JPH0621490B2/en
Publication of JPH02213548A publication Critical patent/JPH02213548A/en
Publication of JPH0621490B2 publication Critical patent/JPH0621490B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

PURPOSE:To facilitate the fixing work of a truss by connecting upper reinforcing steels to each other by means of a reinforcing steel joint, bending the center portion of a lattice, fixing the both top ends of it to the holes of the reinforcing steel joint, and fixing a lower reinforcing steel to the outer surface of the bent portion of a lattice. CONSTITUTION:Upper reinforcing steels 21 are connected to each other by means of a reinforcing steel joint 9 with holes at the center of it. Next, the both top ends of a lattice 41 bent at the center of it are inserted into the holes of the adjacent reinforcing steel joint 9 to fix the reinforcing steel joint 9 fixed to the upper reinforcing steel 21 to the lattice 41. The outer surface of the bent portion of the lattice 41 is fixed to the corresponding surface of the reinforcing steel joint 9 to fix the lattice 41 and a lower reinforcing steel 31. Thus, a truss can be produced with easy work procedure and also produced even at a construction site.

Description

【発明の詳細な説明】 (産業上の利用分野) この発明は、トラス詳細には建築等に使用するトラスに
かかる。
DETAILED DESCRIPTION OF THE INVENTION (Industrial Field of Application) The present invention relates to a truss, and more particularly to a truss used in construction and the like.

(従来例) 従来のトラスとしては、第13図aに端面を、第13図
すに正面をあられすものが知られていた。
(Conventional example) As a conventional truss, one is known in which the end face is shown in FIG. 13a and the front face is shown in FIG.

すなわち、鉄筋(61)は、相互を連結材(62)で連
結する。他方ラチス(63)は、山谷が連続する鋸歯状
に形成し山形端(64)はそれぞれ上下の鉄筋にとりつ
けるスペイサ−(62)に溶接する。
That is, the reinforcing bars (61) are connected to each other by the connecting members (62). On the other hand, the lattice (63) is formed into a sawtooth shape with continuous peaks and valleys, and the peak-shaped ends (64) are welded to spacers (62) that are attached to the upper and lower reinforcing bars, respectively.

(発明が解決しようとする課題) しかしながら、従来例では、長尺の鉄筋とラチスとを長
手方向に相互に固定するため、固定作業が困難となる課
題を有した。更に、上方に湾曲したいわゆるむくりを形
成したトラスを形成する場合は、ラチスは山谷が連続す
る鋸歯状からなるため湾曲状態に対応させたラチスを得
る必要があり、そのようなラチスを得るためにはラチス
の加工精度を高めなければならず、加工に手間がかかる
課題を有した。
(Problems to be Solved by the Invention) However, in the conventional example, since the long reinforcing bars and the lattice are fixed to each other in the longitudinal direction, there is a problem that the fixing work is difficult. Furthermore, when forming an upwardly curved truss with a so-called hollow shape, it is necessary to obtain a lattice that corresponds to the curved state because the lattice consists of a sawtooth shape with continuous peaks and valleys, and in order to obtain such a lattice. The problem was that the machining accuracy of the lattice had to be increased, and machining was time-consuming.

そこで、第14図に端面を、第15図、に一部拡大をあ
られすようなトラスを提案した。このトラス(61)は
、連続する鋸歯状ではなく単位毎に切断されたラチス(
65)を上部鉄筋と下部鉄筋(66)との間に架は渡し
両端を溶接により固定するものである。すなわち、下部
鉄筋(66)は、その適宜位置を鉄筋継手(67)で第
14図に図示するように包囲して固定し、鉄筋継手(6
7)の上端から立ち上がり片(68)を立ち上げそこで
、ラチス(65)の先端を溶接固定していた。
Therefore, we proposed a truss whose end face is shown in Figure 14 and a partially enlarged view is shown in Figure 15. This truss (61) has a lattice (
65) is placed between the upper reinforcing bar and the lower reinforcing bar (66), and both ends are fixed by welding. That is, the lower reinforcing bars (66) are surrounded and fixed at appropriate positions with reinforcing bar joints (67) as shown in FIG.
A rising piece (68) was raised from the upper end of 7), and the tip of the lattice (65) was fixed there by welding.

しかし、このようなトラス(61)は、立ち上がり片(
68)とラチス(65)との溶接部か下部鉄筋(66)
の軸心からずれ、強度が限られる場合がある課題を有し
た。
However, such a truss (61) has a rising piece (
68) and the welded part of the lattice (65) or the lower reinforcing bar (66)
The problem was that there were cases where the strength was limited due to deviation from the axis of the shaft.

(課題を解決するための手段) 中間に孔を有する鉄筋継手により相互に連結される上部
鉄筋と、中間部を折曲され画先端は近接する鉄筋継手の
孔にそれぞれ差し込まれ固定されるラチスと、ラチスの
折曲部の外周面に固定される下部鉄筋とからなることを
特徴とするトラス、 および、 中間に孔を有する鉄筋継手により上部鉄筋相互を連結す
る工程、中間部を折曲されたラチスの画先端を近接する
鉄筋継手の孔にそれぞれ差し込み上部鉄筋に固定される
鉄筋継手とラチスを固定する工程、ラチスの折曲部の外
周面は鉄筋継手の対応面に固定することでラチスと下部
鉄筋を固定する工程からなることを特徴とするトラスの
製造方法、 および、 これらにおいて、下部鉄筋のラチスとの固定部に鉄筋継
手を固定するトラスおよびトラスの製造方法にかかる。
(Means for solving the problem) The upper reinforcing bars are interconnected by a reinforcing bar joint having a hole in the middle, and the lattice is bent at the middle part and the tip of the image is inserted and fixed into the hole of the adjacent reinforcing bar joint. , a truss characterized by comprising a lower reinforcing bar fixed to the outer peripheral surface of the bent part of the lattice, and a process of connecting the upper reinforcing bars to each other by a reinforcing bar joint having a hole in the middle, the middle part being bent. The process of fixing the lattice to the reinforcing bar joint that is fixed to the upper reinforcing bar by inserting the image tips of the lattice into the holes of the adjacent reinforcing bar joints, and fixing the outer peripheral surface of the bent part of the lattice to the corresponding surface of the reinforcing bar joint. The present invention relates to a method for manufacturing a truss characterized by a step of fixing lower reinforcing bars, and a truss and a method for producing a truss in which a reinforcing bar joint is fixed to a portion where the lower reinforcing bar is fixed to a lattice.

(作用) 中間に孔を有する鉄筋継手により上部鉄筋相互を連結す
る工程、中間部を折曲されたラチスの画先端を近接する
鉄筋継手の孔にそれぞれ差し込み上部鉄筋に固定される
鉄筋継手とラチスを固定する工程、ラチスの折曲部の外
周面は鉄筋継手の対応面に固定することでラチスと下部
鉄筋を固定する工程からなることで、中間に孔を有する
鉄筋継手により相互に連結される上部鉄筋と、中間部を
折曲され画先端は近接する鉄筋継手の孔にそれぞれ差し
込まれ固定されるラチスと、ラチスの折曲部の外周面に
固定される下部鉄筋とからなるトラスが得られる。下部
鉄筋のラチスとの固定部に鉄筋継手を固定するトラスの
製造方法によって、下部鉄筋のラチスとの固定部に鉄筋
継手を固定するトラスが得られる。
(Function) The process of connecting the upper reinforcing bars with each other using a reinforcing bar joint with a hole in the middle, inserting the edges of the lattice whose middle part is bent into the holes of the adjacent reinforcing bar joints, and fixing the reinforcing bars to the upper reinforcing bar and the lattice. The outer peripheral surface of the bent part of the lattice is fixed to the corresponding surface of the reinforcing bar joint, thereby fixing the lattice and the lower reinforcing bar, which are interconnected by a reinforcing bar joint with a hole in the middle. A truss is obtained that consists of an upper reinforcing bar, a lattice whose middle part is bent and whose edges are inserted and fixed into the holes of adjacent reinforcing bar joints, and a lower reinforcing bar which is fixed to the outer peripheral surface of the bent part of the lattice. . By the method of manufacturing a truss in which a reinforcing bar joint is fixed to a part of a lower reinforcing bar fixed to a lattice, a truss in which a reinforcing bar joint is fixed to a part of a lower reinforcing bar to be fixed to a lattice can be obtained.

これらトラスでは、単位ラチス毎に上部鉄筋、下部鉄筋
に固定されるのでトラスの形状変化に柔軟に対応する。
In these trusses, each unit lattice is fixed to the upper reinforcing bar and the lower reinforcing bar, so it can flexibly respond to changes in the shape of the truss.

さらに、ラチスの折曲部は、直下の下部鉄筋と固定する
ことが可能となる。
Furthermore, the bent portion of the lattice can be fixed to the lower reinforcing bar directly below it.

(実施例) 以下この発明の実施例のトラスに使用する下部鉄筋(3
1)の斜視図を表す第4図、この発明のトラスに使用す
る下部鉄筋(31)の製造に使用する型の斜視図を表す
第1図、同加工状態の断面を表す第2図、第3図に従っ
て説明する。
(Example) Below, lower reinforcing bars (3
Figure 4 shows a perspective view of 1), Figure 1 shows a perspective view of the mold used to manufacture the lower reinforcing bar (31) used in the truss of the present invention, Figure 2 shows a cross section of the same processed state, This will be explained according to Figure 3.

(1)は鉄筋継手圧着装置である。(2)は鉄筋継手圧
着装置(11の圧着端部の−に固着する抑圧型である」
二型、(3)は鉄筋継手圧着装置[1)の他の圧着端部
に固着する押圧型である下型である。両型は、はぼ等し
い加工面を有する。鉄筋継手圧着装置(1)は上型(2
)の上部に油圧シリンダー(図示せず)を有するため、
上型(2)は下型(3)と当接可能位置まで昇降可能で
あり、30〜150を出力、望ましくは50〜100を
出力を有する。
(1) is a reinforcing bar joint crimping device. (2) is a reinforcing bar joint crimping device (a suppressing type that is fixed to the - of the crimping end of 11).
Type 2 (3) is a lower mold which is a pressing mold that is fixed to the other crimping end of the reinforcing bar joint crimping device [1]. Both molds have approximately equal machined surfaces. The reinforcing bar joint crimping device (1) is attached to the upper mold (2
) has a hydraulic cylinder (not shown) at the top of the
The upper mold (2) can be raised and lowered to a position where it can come into contact with the lower mold (3), and has an output of 30 to 150, preferably 50 to 100.

(4)および(4)′は上型(2)および下型(3)の
加工面に各々穿設する深い湾曲溝、(5)および(5)
°は上型(2)および下型(3)の加工面に穿設する浅
い湾曲溝であり、深い湾曲溝(4) (4) ’と浅い
湾曲溝(5) (51’は、両者からなる溝部(6) 
(61’の長平方向に交互に穿設してなる。
(4) and (4)' are deep curved grooves drilled in the machined surfaces of the upper mold (2) and lower mold (3), respectively; (5) and (5)
° is a shallow curved groove drilled on the machined surfaces of the upper mold (2) and lower mold (3), and the deep curved groove (4) (4)' and the shallow curved groove (5) (51') are from both. Groove (6)
(The holes are drilled alternately in the longitudinal direction of 61'.

この実施例では溝部(61(61’に4個の浅い湾曲#
 (5) +5) ’を穿設し、深い湾曲溝(4) (
4) ’は3個からなるが、深い湾曲溝(4) (4)
 ’の数は溝部(6)の長さに応じて、1.2.5.8
等任意の数でよく、その場合、浅い湾曲N (5) (
5) ’の数は、2.3.6.9となる。
In this embodiment, there are four shallow curves # in the groove (61 (61')
(5) +5) ' was drilled and a deep curved groove (4) (
4) ' consists of three deep curved grooves (4) (4)
The number of ' is 1.2.5.8 depending on the length of the groove (6).
etc., in which case the shallow curvature N (5) (
5) The number of ' is 2.3.6.9.

深い湾曲溝(4) 、(4) ’、浅い湾曲11f+5
1 、(5) ’の周面は円周面あるいは楕円周面から
なる。深い湾曲溝(4) 、(4) ’と浅い湾曲* 
(51、(5) ’の幅a、bはこの実施例ではほぼ等
しいが、aとbとはa<bでもよいが、a=bまたはa
>bであることが望ましい。
Deep curved groove (4), (4)', shallow curved 11f+5
1, (5) The circumferential surface of ' consists of a circular circumferential surface or an elliptical circumferential surface. Deep curved grooves (4), (4)' and shallow curves*
(51, (5) The widths a and b of ' are almost equal in this example, but a and b may be a<b, but a=b or a
>b is desirable.

深い湾曲溝(4)、(4)’、および浅い湾曲# (5
)、(5)゛ともに各々溝の幅を異にしてもよい、、[
7)、(7)。
Deep curved grooves (4), (4)', and shallow curved # (5
) and (5)' may have different widths of the grooves.
7), (7).

は鉄筋継手端拘束部であり、溝部(6)、(6)°の長
手方向両端部を立上り状に閉成する。
is a reinforcing bar joint end restraining portion, which closes both longitudinal ends of the groove portions (6) and (6)° in a rising shape.

(8)は側方溝であり、溝部(6)、(6)°の長手方
向両側にそって、加工面より0.1〜5.0+++g+
の深さで帯状に穿設する。
(8) is a side groove, which is 0.1 to 5.0+++g+ from the machined surface along both longitudinal sides of the groove (6) and (6)°.
Drill in a strip at a depth of .

(9)は鉄筋継手、(10)は鉄筋である。鉄筋(10
)はこの実施例ではリブおよびフシを有する異形鉄筋よ
りなり、この実施例の加工においては長手方向に2本結
合する。
(9) is a reinforcing bar joint, and (10) is a reinforcing bar. Rebar (10
) in this embodiment is made of deformed reinforcing bars having ribs and edges, and in the processing of this embodiment, two are connected in the longitudinal direction.

そこで、下型(3)の溝部(6)°に鉄筋(10)に嵌
挿したスリーブ管あるいは上方に端部(12)を有し、
下部に湾曲面(13)を有する断面U字状鉄板からなる
鉄筋継手材(14)を載置する。鉄筋継手材(14)は
、湾曲面を有すればよく、断面はぼ7字状等でもよいが
、加工上端部(12)はやや内側を向いていることが望
ましい。両端部(12)の間隔は鉄筋(10)の外径よ
り幅広であり、その場合は、鉄筋継手材(14)の鉄筋
(lO)への嵌挿は鉄筋(10)の端部から行う必要は
なく鉄筋(10)の側面から必要箇所に直接嵌挿可能で
ある。次に、この実施例のトラスに使用する下部鉄筋の
加工状態の横断面を表す第3図に、明らかなように上型
(2)を鉄筋(10)の長手方向とほぼ直角に一度に鉄
筋方向に降下する。上型(2)が降下するに従い鉄筋継
手材(14)と、異形鉄筋(10)表面の摩擦力および
せん断力により、鉄筋継手材表面は、深い湾曲溝(4)
、(4)°の周面および鉄筋継手端拘束部(7)方向へ
押圧される。しかし鉄筋継手材(14)の逃げは深い湾
曲溝(4)、(4)°の周面および鉄筋継手端拘束部(
7)で防止されるため、鉄筋継手材(14)は鉄筋(1
0)のフシ、リブ?こ食い込み2本の鉄筋(10)を圧
着した鉄筋継手(9)を提供する。同時にこの圧着過程
において鉄筋継手(男は、浅い湾曲溝(51(51’、
深い湾曲溝(4) (4) ’により押圧されるため第
4図に示すように鉄筋継手(9)の外周面は長手方向と
は交差する方向、この実施例ではほぼ直角方向に、深い
湾曲溝(41(4) ’の数に応じた明瞭なフシ(15
)を形成する。また側方溝で押圧されるため鉄筋継手(
9)の外周面の長手方向には明瞭なリブ(16)を有す
る鉄筋継手およびトラスの下部鉄筋(31)を簡易迅速
に提供する。
Therefore, a sleeve tube inserted into the reinforcing bar (10) in the groove (6)° of the lower mold (3) or an end portion (12) at the upper side is provided.
A reinforcing bar joint material (14) made of a steel plate having a U-shaped cross section and a curved surface (13) is placed on the lower part. The reinforcing bar joint material (14) only needs to have a curved surface, and the cross section may be in a 7-shape shape, but it is desirable that the processed upper end (12) faces slightly inward. The interval between both ends (12) is wider than the outer diameter of the reinforcing bar (10), and in that case, the reinforcing bar joint material (14) must be inserted into the reinforcing bar (lO) from the end of the reinforcing bar (10). Instead, it can be inserted directly into the required location from the side of the reinforcing bar (10). Next, in FIG. 3, which shows the cross section of the lower reinforcing bars used in the truss of this example, the upper die (2) is inserted into the reinforcing bars (10) at a time almost perpendicular to the longitudinal direction of the reinforcing bars (10). Descend in the direction. As the upper die (2) descends, the surface of the reinforcing bar joint material forms a deep curved groove (4) due to the frictional force and shear force between the surfaces of the reinforcing bar joint material (14) and deformed reinforcing bars (10).
, (4)° toward the circumferential surface and the reinforcing bar joint end restraining portion (7). However, the relief of the reinforcing bar joint material (14) is due to the deep curved groove (4), the (4)° circumferential surface, and the reinforcing bar joint end restraint area (
7), the reinforcing bar joint material (14) is prevented by reinforcing bar (1).
0) stick, rib? To provide a reinforcing bar joint (9) in which two reinforcing bars (10) are crimped together. At the same time, during this crimping process, the reinforcing bar joints (men have shallow curved grooves) (51 (51',
Because it is pressed by the deep curved grooves (4) (4)', the outer circumferential surface of the reinforcing bar joint (9) is deeply curved in a direction that intersects with the longitudinal direction, in this example, in an approximately right angle direction, as shown in Fig. 4. Clear edges (15) according to the number of grooves (41 (4)
) to form. Also, because it is pressed by the side groove, the reinforcing bar joint (
9) To provide simply and quickly a reinforcing bar joint and a lower reinforcing bar (31) of a truss having a clear rib (16) in the longitudinal direction of the outer circumferential surface.

第5図は溝部(6) (6> ’の長手方向に相互に平
行に溝を2本設け、2本の溝間に側方溝(8)と同一面
に中央溝(11)を形成した、この発明の実施例に係る
トラスに使用する上部鉄筋(21)に使用する型の斜視
図である。この実施例では下型(3)の溝部(6)に、
鉄筋(10)を2本平行に嵌挿したスリーブ管あるいは
上方に端部を有し、下部に湾曲面を有する断面W字状鉄
板からなる鉄筋継手材(14)を載置する。鉄筋継手材
(14)の中央には、第8図に図示されるような、鉄筋
(10)の長手方向に孔(17)を2つ並べて穿設する
。鉄筋継手材(14)は湾曲面を有すればよく、鉄板を
用いる場合は加工上、端部はやや内側を向いていること
が望ましい。端部間は鉄筋(10)の外径より幅広であ
り、その場合は鉄筋継手材(13)の鉄筋(10)への
嵌挿は、鉄筋(JO)の端部から行う必要はなく鉄筋(
10)の側面から必要箇所に直接嵌挿可能である。次に
加工状態の横断面を順次示す第6図、第7図に明らかな
ように上型(2)を鉄筋(lO)の長手方向とほぼ直角
に一度に鉄筋方向に降下する。
Figure 5 shows a groove section (6) (6>') in which two grooves are provided parallel to each other in the longitudinal direction, and a central groove (11) is formed between the two grooves on the same plane as the side grooves (8). , is a perspective view of a mold used for the upper reinforcing bar (21) used in the truss according to the embodiment of the present invention.In this embodiment, the groove (6) of the lower mold (3) is
A reinforcing bar joint material (14) consisting of a sleeve tube into which two reinforcing bars (10) are fitted in parallel or a steel plate having a W-shaped cross section with an end at the top and a curved surface at the bottom is placed. In the center of the reinforcing bar joint material (14), two holes (17) are bored side by side in the longitudinal direction of the reinforcing bar (10), as shown in FIG. The reinforcing bar joint material (14) only needs to have a curved surface, and if a steel plate is used, it is desirable for the ends to face slightly inward for processing reasons. The width between the ends is wider than the outer diameter of the reinforcing bar (10), and in that case, it is not necessary to insert the reinforcing bar joint material (13) into the reinforcing bar (10) from the end of the reinforcing bar (JO);
10) can be inserted directly into the required location from the side. Next, as is clear from FIGS. 6 and 7, which sequentially show cross sections in the processed state, the upper die (2) is lowered at once toward the reinforcing bars at a substantially right angle to the longitudinal direction of the reinforcing bars (lO).

上型に)が降下するに従い鉄筋継手材(14)と鉄筋(
IQ)表面の摩擦力及びせん断力により、鉄筋継手材(
I4)表面は深い湾曲WIt(4) (4) ’周面お
よび鉄筋継手端拘束部(7)方向へ押圧される。しかし
、鉄筋継手材(14)の逃げは深い湾曲溝(4) (4
) ’の周面および鉄筋継手端拘束部(力で、防止され
るため鉄筋継手材(14)は異形鉄筋(10)のフシ、
リブにくい込み、平行な2本の異形鉄筋(10)に圧着
する鉄筋継手(9)を提供する。
As the reinforcing bar joint material (14) and the reinforcing bar (
IQ) Surface friction and shear forces cause the reinforcement joint material (
I4) The surface is pressed toward the deep curve WIt (4) (4) ' peripheral surface and reinforcing bar joint end restraint part (7). However, the relief of the reinforcing bar joint material (14) is deep curved groove (4) (4
) ' and the reinforcing bar joint end restraint part (because it is prevented by force, the reinforcing bar joint material (14) is attached to the edge of the deformed reinforcing bar (10)
To provide a reinforcing bar joint (9) that is inserted into a rib and crimped to two parallel deformed reinforcing bars (10).

同時にこの圧着過程において鉄筋継手(9)は浅い湾曲
溝(5) (5) ’、深い湾曲溝(4) (4) ’
により押圧されるため、鉄筋継手(9)の外周面は長手
方向とは交差する方向、即ちこの実施例ではほぼ直角方
向に深い湾曲溝(4)(4)“の数に応じた明瞭なフシ
(15)を有する。また側方向で押圧されるため鉄筋継
手(9)の長手方向外側には明瞭な突条、リブ(16)
を有する。そして第8図に示すような鉄筋継手(9)、
およびトラスの上部鉄筋(21)は簡易迅速に提供され
る。
At the same time, during this crimping process, the reinforcing bar joint (9) has a shallow curved groove (5) (5)', a deep curved groove (4) (4)'
As a result, the outer circumferential surface of the reinforcing bar joint (9) has a clear edge corresponding to the number of deep curved grooves (4) (4)" in a direction crossing the longitudinal direction, that is, in this embodiment, in an approximately right angle direction. (15).Also, since it is pressed in the lateral direction, there are clear protrusions and ribs (16) on the longitudinal outside of the reinforcing bar joint (9).
has. And a reinforcing bar joint (9) as shown in Fig. 8,
And the upper reinforcing bars (21) of the truss can be provided simply and quickly.

2本の鉄筋(10)の間隔即ち、中央溝(11)の幅を
増減することで2本の距離が種々な異形鉄筋が提供され
る。
By increasing or decreasing the distance between the two reinforcing bars (10), that is, the width of the central groove (11), deformed reinforcing bars with various distances between the two reinforcing bars (10) can be provided.

鉄筋継手(9)はこのように構成した場合鉄筋(10)
および鉄筋継手(9)間の圧着強度は大となるとともに
機械的付着強度は異形鉄筋(10)の表面と差異がない
強度となりコンクリート構築用鉄筋、トラス用鉄筋に用
いることが可能である。したがって、製作過程では非密
閉型を用いるためスェージングのような連続作業を要さ
ず一度の作業で得られ、鉄筋継手材としてパイプ材、ス
リーブ管のみならず端部を有する板状体も用いることが
可能であり、必要な強度を与えた上で鉄筋とくに異形鉄
筋の外周に鉄筋継手材を圧着固定することが可能となる
。端部を有する板状体を使用した場合には鉄筋(10)
側面から鉄筋継手の装置箇所に鉄筋継手材(13)を直
接嵌挿することか可能となり、従来のスリーブ管を用い
る鉄筋継手のように鉄筋端部から嵌合する必要はなくし
たがって作業は単純化し、広い作業場は要しない。
When the reinforcing bar joint (9) is configured like this, the reinforcing bar (10)
The crimp strength between the reinforcing bar joints (9) is increased, and the mechanical adhesion strength is no different from that of the surface of the deformed reinforcing bars (10), so that it can be used for concrete construction reinforcing bars and truss reinforcing bars. Therefore, since a non-sealed type is used in the manufacturing process, continuous work such as swaging is not required, and the product can be obtained in one operation, and not only pipe materials and sleeve tubes but also plate-shaped bodies with ends can be used as reinforcing bar joint materials. This makes it possible to crimp and fix the reinforcing bar joint material to the outer periphery of the reinforcing bars, especially deformed reinforcing bars, while providing the necessary strength. Reinforcing bars (10) when using a plate-like body with ends
It is now possible to directly fit the reinforcing bar joint material (13) into the device location of the reinforcing bar joint from the side, and there is no need to fit it from the end of the reinforcing bar unlike in conventional reinforcing bar joints using sleeve pipes, which simplifies the work. , does not require a large work area.

(41)は、この発明のトラスに使用するラチスであり
第11図に図示されるように夫々くの字形からなる。ラ
チス(41)の両端部(42)、(42)は、上部鉄筋
(21)に固定される近接する鉄筋継手(9)、(9)
に穿設される内側の孔(17)、(17)にそれぞれ差
し込み、孔(17)周辺との接触部に溶接する。ラチス
(41)の折曲部(43)の下側の外周面で、下部鉄筋
(31)の鉄筋継手(9)と溶接する。上部鉄筋(21
)と、下部鉄筋(31)は使用時には上下逆にして使用
してもよい。
(41) is a lattice used in the truss of the present invention, each having a dogleg shape as shown in FIG. Both ends (42), (42) of the lattice (41) are connected to adjacent reinforcing bar joints (9), (9) fixed to the upper reinforcing bar (21).
They are inserted into the inner holes (17), (17) drilled in the hole (17), respectively, and welded to the contact area with the periphery of the hole (17). The lower outer peripheral surface of the bent portion (43) of the lattice (41) is welded to the reinforcing bar joint (9) of the lower reinforcing bar (31). Upper reinforcing bar (21
) and the lower reinforcing bar (31) may be used upside down.

第12図に図示するように、上方に湾曲したいわゆるむ
くりを設けるトラスの場合は、湾曲した上部鉄筋(21
)、下部鉄筋(31)に同様に順次ラチス(41)を固
定して製造する。
As shown in FIG.
), the lattice (41) is sequentially fixed to the lower reinforcing bar (31) in the same manner.

(発明の効果) したがってこの発明では、中間に孔を有する鉄筋継手に
より上部鉄筋相互を連結する工程、中間部を折曲された
ラチスの両先端を近接する鉄筋継手の孔にそれぞれ差し
込み上部鉄筋に固定される鉄筋継手とラチスを固定する
工程、ラチスの折曲部の外周面は鉄筋継手の対応面に固
定することでラチスと下部鉄筋を固定する工程からなる
ことで、中間に孔を有する鉄筋継手により相互に連結さ
れる上部鉄筋と、中間部を折曲され両先端は近接する鉄
筋継手の孔にそれぞれ差し込まれ固定されるラチスと、
ラチスの折曲部の外周面に固定される下部鉄筋とからな
るトラスが簡単に得られる。かつ、簡単な加工作業で製
造が可能なので、建築現場でも製造可能となる。同トラ
スでは、単位ラチス毎に上部鉄筋、下部鉄筋に固定され
るのでトラスの形状変化に柔軟に対応する。さらに、ラ
チスの折曲部は、直下の下部鉄筋と固定することが可能
となり、いわゆるむくりを有するトラスにおいても加工
精度は高く、強度に優れる。
(Effects of the Invention) Therefore, in this invention, the step of connecting the upper reinforcing bars to each other by a reinforcing bar joint having a hole in the middle is to insert both ends of the lattice whose middle part is bent into the holes of the adjacent reinforcing bar joints, and to connect the upper reinforcing bars to each other. The process consists of fixing the reinforcing bar joint and the lattice to be fixed, and fixing the outer peripheral surface of the bent part of the lattice to the corresponding surface of the reinforcing bar joint, thereby fixing the lattice and the lower reinforcing bar. Upper reinforcing bars are interconnected by joints, and lattices are bent at the middle and both ends are inserted and fixed into the holes of adjacent reinforcing joints.
A truss consisting of lower reinforcing bars fixed to the outer peripheral surface of the bent portion of the lattice can be easily obtained. Moreover, since it can be manufactured with simple processing operations, it can be manufactured even at construction sites. In this truss, each unit lattice is fixed to the upper and lower reinforcing bars, so it can respond flexibly to changes in the shape of the truss. Furthermore, the bent portion of the lattice can be fixed to the lower reinforcing bar directly below it, and even in a truss with a so-called hollow, the processing accuracy is high and the strength is excellent.

【図面の簡単な説明】 第1図はこの発明の実施例に使用するトラスの下部鉄筋
の加工に用いる型の斜視図、第2図は実施例における下
部鉄筋の加工状態の中央断面図、第3図は同横断面図、
第4図はこの発明の実施例のトラスに使用する下部鉄筋
の斜視図、第5図はこの発明のトラスの上部鉄筋に用い
る型の斜視図、第6図、第7図は同加工状態の横断面図
、第8図はこの発明の実施例に係る上部鉄筋の斜視図、
第9図は、この発明の実施例に係る正面図、第10図は
同端面図、第11図は同一部拡大図、第12図はむくり
状としたこの発明の実施例の正面図、第13図aは従来
例の端面図、第13図すは同正面図、第14図、第15
図は発明者の提案に係るラチスの一部拡大図である。 (1)・・・・・・鉄筋継手圧着装置 (2)・・・・・・上型     (3)・・・・・・
下型(4) (4) ’・・・・・・深い湾曲溝(51
(5) ’・・・・・・浅い湾曲溝+61 (6) ’
・・・・・・溝部
[Brief Description of the Drawings] Fig. 1 is a perspective view of a mold used for machining the lower reinforcing bars of a truss used in an embodiment of the present invention, Fig. 2 is a central sectional view of the lower reinforcing bars in the embodiment, and Figure 3 is a cross-sectional view of the same.
Fig. 4 is a perspective view of a lower reinforcing bar used in a truss according to an embodiment of the present invention, Fig. 5 is a perspective view of a type used for the upper reinforcing bar of a truss of this invention, and Figs. 6 and 7 are the same processed state. A cross-sectional view, FIG. 8 is a perspective view of an upper reinforcing bar according to an embodiment of the present invention,
FIG. 9 is a front view of an embodiment of the invention, FIG. 10 is an end view of the same, FIG. 11 is an enlarged view of the same part, and FIG. Figure 13a is an end view of the conventional example, Figure 13 is a front view of the same, Figures 14 and 15.
The figure is a partially enlarged view of the lattice proposed by the inventor. (1)・・・Reinforcement joint crimping device (2)・・・Upper die (3)・・・・・・
Lower mold (4) (4) '... Deep curved groove (51
(5) '... Shallow curved groove +61 (6) '
・・・・・・Groove

Claims (4)

【特許請求の範囲】[Claims] (1)中間に孔を有する鉄筋継手により相互に連結され
る上部鉄筋と、中間部を折曲され両先端は近接する鉄筋
継手の孔にそれぞれ差し込まれ固定されるラチスと、ラ
チスの折曲部の外周面に固定される下部鉄筋とからなる
ことを特徴とするトラス。
(1) Upper reinforcing bars interconnected by a reinforcing bar joint with a hole in the middle, a lattice whose middle part is bent and both ends are inserted and fixed into holes of adjacent reinforcing bar joints, and the bent part of the lattice. and a lower reinforcing bar fixed to the outer peripheral surface of the truss.
(2)下部鉄筋のラチスとの固定部に鉄筋継手を固定す
る請求項1記載のトラス。
(2) The truss according to claim 1, wherein the reinforcing bar joint is fixed to the part where the lower reinforcing bar is fixed to the lattice.
(3)中間に孔を有する鉄筋継手により上部鉄筋相互を
連結する工程、中間部を折曲されたラチスの両先端を近
接する鉄筋継手の孔にそれぞれ差し込み上部鉄筋に固定
される鉄筋継手とラチスを固定する工程、ラチスの折曲
部の外周面は鉄筋継手の対応面に固定することでラチス
と下部鉄筋を固定する工程からなることを特徴とするト
ラスの製造方法。
(3) The process of connecting the upper reinforcing bars with a reinforcing bar joint with a hole in the middle, inserting both ends of the lattice with the middle part bent into the holes of the adjacent reinforcing bar joints, and fixing the reinforcing bar joint and the lattice to the upper reinforcing bar. A method for manufacturing a truss comprising the steps of fixing the lattice and the lower reinforcing bars by fixing the outer circumferential surface of the bent portion of the lattice to the corresponding surface of the reinforcing bar joint.
(4)下部鉄筋のラチスとの固定部に鉄筋継手を固定す
る請求項3記載のトラスの製造方法。
(4) The method for manufacturing a truss according to claim 3, wherein the reinforcing bar joint is fixed to the portion where the lower reinforcing bar is fixed to the lattice.
JP3265389A 1989-02-14 1989-02-14 Truss and method of manufacturing truss Expired - Lifetime JPH0621490B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3265389A JPH0621490B2 (en) 1989-02-14 1989-02-14 Truss and method of manufacturing truss

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3265389A JPH0621490B2 (en) 1989-02-14 1989-02-14 Truss and method of manufacturing truss

Publications (2)

Publication Number Publication Date
JPH02213548A true JPH02213548A (en) 1990-08-24
JPH0621490B2 JPH0621490B2 (en) 1994-03-23

Family

ID=12364825

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3265389A Expired - Lifetime JPH0621490B2 (en) 1989-02-14 1989-02-14 Truss and method of manufacturing truss

Country Status (1)

Country Link
JP (1) JPH0621490B2 (en)

Also Published As

Publication number Publication date
JPH0621490B2 (en) 1994-03-23

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