JP2000145017A - Dowel bar, and semi precast concrete slab using it - Google Patents

Dowel bar, and semi precast concrete slab using it

Info

Publication number
JP2000145017A
JP2000145017A JP10327685A JP32768598A JP2000145017A JP 2000145017 A JP2000145017 A JP 2000145017A JP 10327685 A JP10327685 A JP 10327685A JP 32768598 A JP32768598 A JP 32768598A JP 2000145017 A JP2000145017 A JP 2000145017A
Authority
JP
Japan
Prior art keywords
streak
streaks
muscle
horizontal
lattice
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
JP10327685A
Other languages
Japanese (ja)
Other versions
JP3754215B2 (en
Inventor
Sadao Okochi
貞男 大河内
Yoshihiro Maruyama
賀弘 丸山
Tomio Kano
富夫 加納
Tsuguji Nozaki
嗣示 野崎
Norikazu Asai
規和 浅井
Kiyonori Yamauchi
清徳 山内
Tomoyasu Tsuge
友恭 柘植
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.)
Toyota T&S Construction Co Ltd
Original Assignee
Toyota T&S 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 Toyota T&S Construction Co Ltd filed Critical Toyota T&S Construction Co Ltd
Priority to JP32768598A priority Critical patent/JP3754215B2/en
Publication of JP2000145017A publication Critical patent/JP2000145017A/en
Application granted granted Critical
Publication of JP3754215B2 publication Critical patent/JP3754215B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
  • Reinforcement Elements For Buildings (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a dowel bar which is small in amount of materials to be used as compared with those of a conventional one, easy in assembly, and low in manufacturing cost, and a PCa plate using the dowel bar. SOLUTION: A plurality of diagonal braces respectively comprising a pair of two diagonal bars 5a, 7a, 5b, 7b which are tapered downwardly in an inverted V-shape with part of one upper end bar 2 as top parts 6a, 6b, are arranged in the axial direction of the upper end bar 2, and a pair of diagonal braces adjacent to each other are connected to each other by horizontal braces 4a, 4b, 4c to form a lattice brace 3. The top parts 6a, 6b of the lattice brace 3 are fixed to one upper end bar 2.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明はジベル筋及びこれを
用いた半プレキャストコンクリート板に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a dowel bar and a semi-precast concrete plate using the same.

【0002】[0002]

【従来の技術とその問題点】従来、半プレキャストコン
クリート板(以下半PCa板という)を使用して建物を
構築する工法として、図10に示すように、工場で薄肉
の半PCa板部21を打設するとともにこれにジベル筋
22を立設し、この半PCa板を現場に搬送して、現場
においてその薄肉の半PCa板部21上に現場打ちコン
クリート23を打設してコンクリート合成板24を成形
する工法がある。
2. Description of the Related Art Conventionally, as a method of constructing a building using a half precast concrete plate (hereinafter referred to as a half PCa plate), as shown in FIG. At the same time, the half PCa plate is conveyed to the site and the cast-in-place concrete 23 is cast on the thin half-PCa plate portion 21 at the site to form a concrete composite plate 24. There is a construction method of molding.

【0003】このような工法に使用される前記ジベル筋
22として、従来、図10及び図11に示すように、2
本の下端筋25,25と1本の上端筋26間に跨がって
両側にラチス筋27,28を溶接固着して横断面が略三
角形の立体的なトラス筋としたものがある。
As the dowel 22 used in such a construction method, conventionally, as shown in FIGS.
In some cases, lattice streaks 27 and 28 are welded and fixed to both sides across the lower end streaks 25 and 25 and one upper streak 26 to form a three-dimensional truss streak having a substantially triangular cross section.

【0004】[0004]

【発明が解決しようとする課題】ところで、前記のよう
な半PCa板においては、抵抗機構を考えると半PCa
板部21のコンクリートの方に力が流れ、下端筋25,
25は半PCa板部21との定着程度の用しかなしてい
ない。また、上記のジベル筋は高価であるため、その材
料の使用量をできる限り抑えたい要望がある。
By the way, in the above-mentioned half-PCa plate, considering the resistance mechanism, the half-PCa plate is used.
The force flows toward the concrete of the plate portion 21, and the lower end streaks 25,
Numeral 25 is only used for fixing to the semi-PCa plate portion 21. In addition, since the above-mentioned dovetail is expensive, there is a demand to reduce the amount of the material used as much as possible.

【0005】そこで本発明は、前記のラチス筋自体に半
PCa板部21との定着部を設けて前記従来の両下端筋
25,25をなくし、省材料化、製造の容易化、製品の
低廉化などを図るジベル筋とこれを用いた半PCa板を
提供することを目的とするものである。
Therefore, the present invention provides a fixing portion for fixing the semi-PCa plate portion 21 to the lattice stitch itself to eliminate the conventional lower end streaks 25, 25, thereby saving material, facilitating manufacture, and reducing the cost of the product. It is an object of the present invention to provide a gibber streak to be formed and a semi-PCa plate using the same.

【0006】[0006]

【課題を解決するための手段】前記の問題を解決するた
めに、請求項1記載の第1の発明は、1本の上端筋の部
分を頂部として八字状に下った2本の斜め筋を一対とし
てこれを上端筋の軸方向へ複数配置するとともにその隣
接する一対の斜め筋を水平筋で連結したラチス筋を1本
の線材で連続形成し、該ラチス筋の前記各頂部を前記1
本の上端筋に固着したことを特徴とするジベル筋であ
る。
In order to solve the above-mentioned problem, a first invention according to claim 1 is to form two oblique streaks descending in an octagonal shape with one upper streak portion as a top. A plurality of the stitches are arranged in the axial direction of the upper end streaks, and a pair of adjacent diagonal streaks are connected by a horizontal streak, and a lattice stitch is continuously formed with one wire, and each of the apexes of the streak is connected to the apex of the stitch.
This is a dowel muscle, which is fixed to an upper muscle of a book.

【0007】請求項2記載の第2の発明は、前記第1の
発明において、前記水平筋を、前記上端筋の軸方向と直
交する方向に配置したジベル筋である。請求項3記載の
第3の発明は、前記第1の発明のジベル筋を使用した半
プレキャストコンクリート板で、1本の上端筋の部分を
頂部として八字状に下った2本の斜め筋を一対としてこ
れを上端筋の軸方向へ複数配置するとともにその隣接す
る一対の斜め筋を水平筋で連結したラチス筋を1本の線
材で連続形成し、該ラチス筋の前記各頂部を前記1本の
上端筋に固着したジベル筋を用い、該ジベル筋の水平筋
部を薄板状の半プレキャストコンクリート部に埋設した
ことを特徴とする半プレキャストコンクリート板であ
る。
According to a second aspect of the present invention, in the first aspect of the invention, there is provided a dowel bar in which the horizontal streaks are arranged in a direction orthogonal to the axial direction of the upper end bar. According to a third aspect of the present invention, there is provided a semi-precast concrete plate using the dowel bar of the first aspect, wherein a pair of two oblique streaks descending in an octagonal shape with one upper streak portion as a top. A plurality of the stitches are arranged in the axial direction of the upper end streaks, and a pair of adjacent diagonal streaks are connected by a horizontal streak to form a lattice streak continuously with a single wire. A semi-precast concrete plate characterized by using a gibber stuck to an upper end bar, and burying a horizontal streak portion of the gibber in a thin plate-like semi-precast concrete portion.

【0008】そして、請求項4記載の第4の発明は、前
記第3の発明において、前記水平筋を、前記上端筋の軸
方向と直交する方向に配置した半プレキャストコンクリ
ート板である。
According to a fourth aspect of the present invention, there is provided the semi-precast concrete plate according to the third aspect, wherein the horizontal streaks are arranged in a direction perpendicular to an axial direction of the upper end streaks.

【0009】[0009]

【発明の実施の形態】図1乃至図9に示す実施例に基き
本発明の実施の形態について説明する。図1乃至図6は
第1実施例を示す。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described based on an embodiment shown in FIGS. 1 to 6 show a first embodiment.

【0010】図1乃至図3はジベル筋を示すもので、該
ジベル筋1は、1本の上端筋2と1本のラチス筋3とか
らなる。ラチス筋3は、前記上端筋2の軸方向と直交す
る方向に配置した水平筋4aの一端から上端筋2の軸方
向でかつ上端筋2側へ傾斜した一側(例えば左側)の斜
め筋5aを立ち上げ、該一側の斜め筋5aの上端を上端
筋2の上面で折曲して該頂部6aから前記一側の斜め筋
5aと反対側へ傾斜した他側(例えば右側)の斜め筋7
aを連続形成し、該他側の斜め筋7aの下端に、前記水
平筋4aと並行する水平筋4bを連続形成し、更に、該
水平筋4bから前記と同様に一側の斜め筋5b、頂部6
b、他側の斜め筋7b、水平筋4cを繰り返し連続形成
して構成されている。前記斜め筋5aと7a、5aと7
bが夫々ハの字状の一対の斜め筋となる。
FIGS. 1 to 3 show a dovetail muscle. The dovetail muscle 1 is composed of one upper muscle 2 and one lattice 3. The lattice muscle 3 is a diagonal muscle 5a on one side (for example, left side) inclined from one end of a horizontal muscle 4a arranged in a direction orthogonal to the axial direction of the upper muscle 2 to the upper muscle 2 and to the upper muscle 2 side. And the upper end of the one-sided diagonal streak 5a is bent at the upper surface of the upper end streak 2, and the other side (for example, right side) diagonal streak is inclined from the top 6a to the opposite side to the one-sided diagonal streak 5a. 7
a, a horizontal streak 4b parallel to the horizontal streak 4a is continuously formed at the lower end of the diagonal streak 7a on the other side. Top 6
b, the diagonal streak 7b on the other side and the horizontal streak 4c are repeatedly formed continuously. The diagonal streaks 5a and 7a, 5a and 7
“b” is a pair of diagonal stripes each having a U-shape.

【0011】そして、前記ラチス筋3の頂部6a,6b
…が上端筋2に溶接等で固着されている。前記上端筋2
及びラチス筋3は鉄筋、ステンレス筋、複合繊維棒など
を使用する。
The tops 6a, 6b of the lattice muscle 3
Are fixed to the upper end bar 2 by welding or the like. The upper end muscle 2
And the lattice 3 uses a steel bar, a stainless steel bar, a composite fiber rod, or the like.

【0012】前記のように構成したことにより、1本の
線材を成形機により連続的に曲げ加工してラチス筋3を
製造でき、そのラチス筋3の製造が容易である。また、
このラチス筋3に対して1本の上端筋2を溶接等で固着
するのみでジベル筋1を組み立て製造できるため、前記
従来のように2本の下端筋と1本の上端筋を使用するも
のに比べてジベル筋の使用材料が1/4〜1/3程少な
くてよい。更に、組み立て時の溶接点数も1/3に減少
し、工数を低減してジベル筋の組み立て時間の短縮が行
え、ジベル筋の製造容易化、低廉化を図ることができ
る。
With the above-described structure, the lattice wire 3 can be manufactured by continuously bending one wire rod by a molding machine, and the lattice wire 3 can be easily manufactured. Also,
Since the dowel bar 1 can be assembled and manufactured only by fixing one upper bar 2 to the lattice bar 3 by welding or the like, the two lower bars and one upper bar are used as in the conventional case. The material used for the dowel muscle may be reduced by about 1/4 to 1/3. Further, the number of welding points at the time of assembling is also reduced to 1/3, the number of steps is reduced, the assembling time of the dowel bar can be shortened, and the manufacture and the cost of the dowel bar can be facilitated.

【0013】更に、1本の線材からなるラチス筋であっ
ても該ラチス筋3を、上端筋2を中心としてその両側
(左右)にバランスよく配置でき、かつ、水平筋3a,
3b…を多数並列的に配置したので、そのジベル筋1の
仮設置が可能になる。
Further, even in the case of a lattice stitch made of a single wire, the lattice streak 3 can be arranged on both sides (left and right) of the upper end streak 2 with good balance, and the horizontal streak 3a,
3b are arranged in parallel, so that the gibber 1 can be provisionally installed.

【0014】更に、このジベル筋1は、上下はもちろ
ん、前後、左右の力にも対処できる立体形状となる。更
に、前記のように各水平筋4a,4b…が上端筋2に直
交して並行に配置さているので、これら隣接する水平筋
間に空間が形成される。したがって、これらの空間を通
じて設備配管や配筋作業がしやすくなる。
Further, the gibber 1 has a three-dimensional shape capable of coping with not only up and down but also front and rear and left and right forces. Further, as described above, since the horizontal streaks 4a, 4b,... Are arranged in parallel at right angles to the upper end streaks 2, a space is formed between these adjacent horizontal streaks. Therefore, facility piping and bar arrangement work can be easily performed through these spaces.

【0015】前記のように形成されたジベル筋1は、所
望の数、並列的にコンクリート中に埋設するもので、例
えば図4乃至図6に示すようにコンクリート板中に埋設
して使用する。
A desired number of the dowels 1 formed as described above are buried in concrete in parallel in a desired number. For example, as shown in FIGS.

【0016】図4及び図5は前記のようなジベル筋1を
用いた半PCa板8を示し、図6は該半PCa板8を使
用したプレキャストコンクリート合成板を示す。前記半
PCa板を製造するには、工場のベッド上において、前
記ジベル筋1を所望本並列して立設し、図4及び図5に
示すようにジベル筋1の下部が埋設される程度にコンク
リートを打設して薄肉の半PCa板部9を成形し、表面
にジベル筋1を突設した半PCa板8を製造する。
FIGS. 4 and 5 show a half-PCa plate 8 using the above-mentioned dowel bar 1, and FIG. 6 shows a precast concrete composite plate using the half-PCa plate 8. In order to manufacture the semi-PCa plate, the desired number of the dowels 1 are erected in parallel on a bed of a factory and the lower part of the dovetails 1 is buried as shown in FIGS. 4 and 5. Concrete is cast to form a thin-walled semi-PCa plate portion 9, and a half-PCa plate 8 having a dovetail 1 formed on the surface is manufactured.

【0017】このように製造された半PCa板8のジベ
ル筋1は、その水平筋4a,4b…によりPCa板部9
に確実に保持され、該半PCa板8の工場からの搬送時
にジベル筋1が外脱することがない。
The dowel bar 1 of the semi-PCa plate 8 manufactured in this manner is connected to the PCa plate 9 by the horizontal bars 4a, 4b.
And the dowel 1 does not come off when the half-PCa plate 8 is transported from the factory.

【0018】次に、前記の半PCa板8を現場に搬送
し、現場においてその半PCa板8を、そのジベル筋1
を上向きにして床部等に水平に配置し、その上面に図6
に示すようにジベル筋1が埋設されるようにコンクリー
ト10を打設する。これにより、ジベル筋1によって半
PCa板部9と現場打ちコンクリート10とが連結され
た半PCa合成板11が成形される。この成形状態にお
いて、水平筋4a,4b…が半PCa板部9と強固に係
合し、上端筋1が現場打ちコンクリート10と強固に係
合するため、半PCa板部9と現場打ちコンクリート1
0とが強固に結合される。
Next, the half-PCa plate 8 is transported to the site, and the half-PCa plate 8 is transferred to the site, and
Is placed horizontally on the floor etc.
The concrete 10 is cast so that the dowel 1 is buried as shown in FIG. Thereby, the semi-PCa composite plate 11 in which the semi-PCa plate portion 9 and the cast-in-place concrete 10 are connected by the dowel 1 is formed. In this molding state, the horizontal bars 4a, 4b... Are firmly engaged with the semi-PCa plate 9 and the upper end bars 1 are firmly engaged with the cast-in-place concrete 10.
0 is firmly bound.

【0019】なお、前記の半PCa板8は、これを現場
で垂直に配設してコンクリート型枠として用いてもよ
い。図7は本発明のジベル筋の第2実施例を示す。
The semi-PCa plate 8 may be vertically arranged on site to be used as a concrete formwork. FIG. 7 shows a second embodiment of the dowel muscle of the present invention.

【0020】本実施例のジベル筋1Aも1本の上端筋2
と1本のラチス筋3Aとからなる。ラチス筋3Aは、上
端筋2の軸方向と直交する方向に配置した水平筋4aの
一端から上端筋2の軸方向でかつ上端筋2側へ傾斜した
一側(例えば右側)の斜め筋5aを立ち上げ、該一側の
斜め筋5aの上端を上端筋2の一側で折曲して該頂部6
aから前記一側の斜め筋5aと同側において斜め筋5a
と反対方向へ傾斜して斜め筋7aを連続形成し、該斜め
筋7aの下端に、前記水平筋4aと並行する水平筋4b
を連続形成し、更に、該水平筋4bの他端から上端筋2
の軸方向でかつ上端筋2側へ傾斜した他側(例えば左
側)の斜め筋5bを立ち上げ、該他側の斜め筋5bの上
端を上端筋2の他側で折曲して該頂部6bから前記他側
の斜め筋5bと同側において斜め筋5bと反対方向へ傾
斜した斜め筋7bを連結形成し、該斜め筋7bの下端
に、前記水平筋4bと並行する水平筋4cを連続形成
し、更に、該水平筋4cの他端から前記と同様に各筋5
a…を繰り返し連続形成して構成されている。前記斜め
筋5aと7a、5bと7bが夫々ハ字状の一対の斜め筋
となる。また、前記各頂部6a,6b…は上端筋2と溶
接等で固着されている。
The gibber 1A of the present embodiment also has a single upper muscle 2
And one lattice lattice 3A. The lattice muscle 3A is a diagonal muscle 5a on one side (for example, right side) inclined from one end of the horizontal muscle 4a arranged in a direction orthogonal to the axial direction of the upper muscle 2 and in the axial direction of the upper muscle 2 and toward the upper muscle 2. Then, the upper end of the oblique streak 5a is bent at one side of the upper end streak 2 and the top 6
a, the oblique streaks 5a on the same side as the oblique streaks 5a on the one side.
Oblique streaks 7a are continuously formed by inclining in the direction opposite to the above, and horizontal streaks 4b parallel to the horizontal streaks 4a are provided at the lower ends of the oblique streaks 7a.
Are continuously formed, and the upper end muscle 2 is further connected from the other end of the horizontal streak 4b.
The oblique streaks 5b on the other side (for example, the left side) inclined in the axial direction and toward the upper end muscle 2 are raised, and the upper end of the oblique streaks 5b on the other side is bent at the other side of the upper end muscle 2 to form the top 6b. A diagonal streak 7b inclined in the opposite direction to the diagonal streak 5b is formed on the same side as the diagonal streak 5b on the other side, and a horizontal streak 4c parallel to the horizontal streak 4b is continuously formed at the lower end of the diagonal streak 7b. Further, from the other end of the horizontal streak 4c,
are repeatedly formed continuously. The diagonal stripes 5a and 7a, 5b and 7b form a pair of diagonal stripes in a C shape. Are fixed to the upper end line 2 by welding or the like.

【0021】本第2実施例のジベル筋1Aも前記第1実
施例のジベル筋1と同様の作用、効果を発揮できる。更
に、本第2実施例のジベル筋1Aを前記第1実施例のジ
ベル筋1と同様に図4及び図5に示すように半PCa板
部9に埋設し、更にこれを用いて図6に示すように半P
Ca合成板を成形することにより、前記と同様の作用、
効果を発揮する。
The gibber muscle 1A of the second embodiment can exhibit the same function and effect as the gibber muscle 1 of the first embodiment. Further, the gibber 1A of the second embodiment is buried in the half PCa plate portion 9 as shown in FIGS. Half P as shown
By molding a Ca composite plate, the same action as described above,
It is effective.

【0022】図8は本発明のジベル筋の第3実施例を示
す。本実施例のジベル筋1Bも1本の上端筋2と1本の
ラチス筋3Bとからなる。ラチス筋3Bは、上端筋2の
一側(例えば右側)において上端筋2と並行に配置した
水平筋4aの一端から上端筋2の軸方向でかつ上端筋2
側へ傾斜する斜め筋5aを立ち上げ、該一側の斜め筋5
aの上端を上端筋2の上面で折曲して該頂部6aから前
記一側の斜め筋5a側と反対側へ傾斜した他側(例えば
左側)の斜め筋7aを連続形成し、該他側の斜め筋7a
の下端に、前記上端筋2と並行する水平筋4bを連続形
成し、更に、該水平筋4bの他端から上端筋2側へ傾斜
する斜め筋5bを立ち上げ、該斜め筋5bの上端を上端
筋2の上面で折曲して該頂部6bから前記斜め筋5bと
反対側へ傾斜した斜め筋7bを一側(例えば右側)に連
続形成し、更に該斜め筋7bの下端から上端筋2に並行
して水平筋4bを連続形成し、更に該水平筋4bの他端
から前記と同様に各筋を繰り返し連続形成して構成され
ている。そして、前記各頂部6a,6b…は上端筋2と
溶接等で固着されている。
FIG. 8 shows a third embodiment of the gibber muscle of the present invention. The dowel muscle 1B of the present embodiment also includes one upper muscle 2 and one lattice muscle 3B. Lattice streaks 3B extend from one end of horizontal streak 4a arranged in parallel with upper end streak 2 on one side (e.g.
The oblique streaks 5a which incline to the side are raised, and the oblique streaks 5
The upper end of a is bent at the upper surface of the upper end streak 2, and the other side (for example, left side) oblique streak 7a inclined from the top 6a to the side opposite to the one side of the oblique streak 5a side is continuously formed. Diagonal streak 7a
A horizontal streak 4b parallel to the upper streak 2 is continuously formed at the lower end of the lower streak, and a diagonal streak 5b inclined from the other end of the horizontal streak 4b toward the upper end streak 2 is raised. An oblique streak 7b that is bent at the upper surface of the upper end streak 2 and is inclined from the top 6b to the opposite side to the diagonal streak 5b is continuously formed on one side (for example, the right side). The horizontal stripes 4b are continuously formed in parallel to the above, and each stripe is repeatedly formed continuously from the other end of the horizontal stripes 4b in the same manner as described above. Are fixed to the upper end line 2 by welding or the like.

【0023】本第3実施例のジベル筋1Bも前記第1実
施例のジベル筋1と同様の作用、効果を発揮できる。更
に、本第3実施例のジベル筋1Bを前記第1実施例のジ
ベル筋1と同様に図4及び図5に示すように半PCa板
部9に埋設し、更に、これを用いて図6に示すように半
PCa合成板を成形することにより、前記と同様の作
用、効果を発揮する。
The gibber muscle 1B of the third embodiment can exhibit the same function and effect as the gibber muscle 1 of the first embodiment. Further, the gibber 1B of the third embodiment is buried in the half-PCa plate portion 9 as shown in FIGS. 4 and 5 similarly to the gibber 1 of the first embodiment. By forming a semi-PCa composite plate as shown in FIG.

【0024】図9は本発明のジベル筋の第4実施例を示
す。本実施例のジベル筋1Cも1本の上端筋2と1本の
ラチス筋3Cとからなる。ラチス筋3Cは、前記上端筋
2の軸方向に対して傾斜する方向に配置した水平筋4a
の一端から上端筋2の軸方向と直交する方向において上
端筋2側へ傾斜した一側(例えば右側)の斜め筋5aを
立ち上げ、該一側の斜め筋5aの上端を上端筋2の上面
で折曲して該頂部6aから前記一側の斜め筋5aと反対
側へ傾斜した他側(例えば左側)の斜め筋7aを連続形
成し、該他側の斜め筋7aの下端に、前記水平筋4aと
並行(上端筋2の軸方向に対して傾斜)する水平筋4b
を連続形成し、更に、該水平筋4bから前記と同様に一
側の斜め筋5b、頂部6b、他側の斜め筋7b、水平筋
4cを繰り返し連続形成して構成されている。前記斜め
筋5a,7aと5bと7bが夫々ハの字状の一対の斜め
筋となる。
FIG. 9 shows a fourth embodiment of the gibber muscle of the present invention. The dowel muscle 1C of the present embodiment also includes one upper muscle 2 and one lattice muscle 3C. Lattice streaks 3C are horizontal streaks 4a arranged in a direction inclined with respect to the axial direction of the upper end streaks 2.
From one end of the upper end muscle 2 in the direction orthogonal to the axial direction of the upper end muscle 2, the one side (for example, right side) of the oblique streak 5 a is inclined, and the upper end of the one oblique streak 5 a is placed on the upper surface of the upper end streak 2. To form a continuous diagonal streak 7a on the other side (for example, the left side) inclined from the top 6a to the opposite side to the diagonal streak 5a on one side, and the lower end of the diagonal streak 7a on the other side Horizontal streak 4b parallel to streak 4a (inclined with respect to axial direction of upper end streak 2)
Are formed continuously, and the oblique streaks 5b on one side, the top 6b, the oblique streaks 7b on the other side, and the horizontal streaks 4c are repeatedly formed continuously from the horizontal streaks 4b in the same manner as described above. The diagonal streaks 5a, 7a, 5b, and 7b form a pair of diagonal streaks, respectively.

【0025】そして、前記ラチス筋3の頂部6a,6b
…が上端筋2に溶接等で固着されている。本第4実施例
のジベル筋1Cも前記第1実施例のジベル筋1と同様の
作用、効果を発揮できる。
The tops 6a, 6b of the lattice muscle 3
Are fixed to the upper end bar 2 by welding or the like. The dowel muscle 1C of the fourth embodiment can also exhibit the same function and effect as the dove 1 of the first embodiment.

【0026】更に、本第4実施例のジベル筋1Cを前記
第1実施例のジベル筋1と同様に図4及び図5に示すよ
うに半PCa板部9に埋設し、更に、これを用いて図6
に示すように半PCa合成板を成形することにより、前
記と同様の作用、効果を発揮する。
Further, the dowel bar 1C of the fourth embodiment is buried in the semi-PCa plate portion 9 as shown in FIGS. 4 and 5, similarly to the dowel bar 1 of the first embodiment, and is further used. FIG.
By forming a semi-PCa composite plate as shown in FIG.

【0027】なお、前記各実施例のジベル筋は、前記の
半PCa板以外のコンクリート間の接合部材としても応
用できる。
The dowels of the above embodiments can also be applied as a joining member between concrete other than the half-PCa plate.

【0028】[0028]

【発明の効果】以上のようであるから、本発明のジベル
筋においては、そのラチス筋が1本の線材によって上下
はもちろん、前後・左右の力にも対処できるように立体
形状に形成できる。そのため、前記従来の2本の下端筋
を有するものと比較して使用材料が約1/4〜1/3に
減少し、組み立て時の溶接点数も約1/3に減少する。
As described above, in the gibber stirrup according to the present invention, the lattice streak can be formed by a single wire into a three-dimensional shape so that it can cope with not only vertical and horizontal forces but also longitudinal and lateral forces. For this reason, the material used is reduced to about 1/4 to 1/3 and the number of welding points at the time of assembly is also reduced to about 1/3 as compared with the conventional one having two lower streaks.

【0029】従って、ジベル筋の材料費の低減化を図
り、かつ組み立て工数の低減による作業の能率化、組み
立て時間の短縮化を図ることができる。更に、請求項2
記載のジベル筋においては、ラチス筋の水平筋が上端筋
と直交する方向に配置されているため、該隣接する水平
筋間には前記従来の下端筋のような鉄筋が存在せず、前
記従来のような上端筋と並行する下端筋を有するものに
比べて設備配管や配筋作業がしやすくなる。
Therefore, it is possible to reduce the material cost of the dowel, and to improve the work efficiency and the assembling time by reducing the number of assembling steps. Further, claim 2
In the gibber muscle described, since the horizontal muscle of the lattice muscle is arranged in a direction perpendicular to the upper muscle, there is no rebar such as the conventional lower muscle between the adjacent horizontal muscle, the conventional muscle The facility piping and the arrangement work are easier than those having the lower end parallel to the upper end as described above.

【0030】また、前記本発明のジベル筋を使用した半
PCa板においては、前記本発明のジベル筋が、その水
平筋によってPCa板部に強固に連結され、前記ジベル
筋の効果を有するPCa板を提供できる。
Further, in the semi-PCa plate using the dowel bar of the present invention, the dovetail bar of the present invention is firmly connected to the PCa plate portion by the horizontal bar, and the PCa plate having the effect of the dowel bar is provided. Can be provided.

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

【図1】本発明のジベル筋の第1実施例を示す斜視図。FIG. 1 is a perspective view showing a first embodiment of a dowel muscle of the present invention.

【図2】図1の側面図。FIG. 2 is a side view of FIG. 1;

【図3】図2のA−A線断面図。FIG. 3 is a sectional view taken along line AA of FIG. 2;

【図4】図1〜3に示すジベル筋を埋設したPCa板の
側断面図。
FIG. 4 is a side sectional view of the PCa board in which the dovetail shown in FIGS.

【図5】図4のB−B線断面図。FIG. 5 is a sectional view taken along line BB of FIG. 4;

【図6】図4及び図5に示すPCa板を用いて成形した
コンクリート合成板の側断面図。
FIG. 6 is a side sectional view of a concrete composite board molded using the PCa board shown in FIGS. 4 and 5.

【図7】本発明のジベル筋の第2実施例を示す斜視図。FIG. 7 is a perspective view showing a second embodiment of the dowel muscle of the present invention.

【図8】本発明のジベル筋の第3実施例を示す斜視図。FIG. 8 is a perspective view showing a third embodiment of the dowel muscle of the present invention.

【図9】本発明のジベル筋の第4実施例を示すもので、
(a)は斜視図、(b)は平面図。
FIG. 9 shows a fourth embodiment of the gibber muscle of the present invention,
(A) is a perspective view, (b) is a plan view.

【図10】従来のジベル筋を使用したPCa板の断面
図。
FIG. 10 is a cross-sectional view of a PCa plate using a conventional dowel.

【図11】図10におけるジベル筋の斜視図。FIG. 11 is a perspective view of a dowel muscle in FIG. 10;

【符号の説明】[Explanation of symbols]

1,1A,1B,1C…ジベル筋 2…上端筋 3,3A,3B,3C…ラチス筋 4a,4b,4
c…水平筋 5a,7a…斜め筋 8…PCa板 9…PCa板部 10…現場打ち
コンクリート 11…PCa合成板
1, 1A, 1B, 1C: Gibber muscle 2: Upper end muscle 3, 3A, 3B, 3C: Lattice muscle 4a, 4b, 4
c ... horizontal streaks 5a, 7a ... diagonal streaks 8 ... PCa board 9 ... PCa board part 10 ... cast-in-place concrete 11 ... PCa composite board

フロントページの続き (72)発明者 加納 富夫 愛知県豊田市亀首町上向イ田65番地 豊田 総建株式会社内 (72)発明者 野崎 嗣示 愛知県豊田市亀首町上向イ田65番地 豊田 総建株式会社内 (72)発明者 浅井 規和 愛知県豊田市亀首町上向イ田65番地 豊田 総建株式会社内 (72)発明者 山内 清徳 愛知県豊田市亀首町上向イ田65番地 豊田 総建株式会社内 (72)発明者 柘植 友恭 愛知県豊田市亀首町上向イ田65番地 豊田 総建株式会社内 Fターム(参考) 2E164 AA02 CB11 4G058 GA01 GB02 GC01 GF02 Continuing on the front page (72) Inventor Tomio Kano 65, Kamigashi-cho, Toyota, Aichi Prefecture Inside Toyota Soken Co., Ltd. Number: Within Toyota Soken Co., Ltd. (72) Inventor: Norikazu Asai 65, Kamikazu-cho, Toyota, Aichi Pref. 65 No.Ida Toyota Soken Co., Ltd.

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 1本の上端筋の部分を頂部として八字状
に下った2本の斜め筋を一対としてこれを上端筋の軸方
向へ複数配置するとともにその隣接する一対の斜め筋を
水平筋で連結したラチス筋を1本の線材で連続形成し、
該ラチス筋の前記各頂部を前記1本の上端筋に固着した
ことを特徴とするジベル筋。
1. A pair of two oblique streaks descending in an eight-letter shape with one upper streak portion as a top portion, and a plurality of these oblique streaks are arranged in the axial direction of the upper streak, and a pair of adjacent oblique streaks is a horizontal streak. Lattice streaks connected in a continuous fashion with one wire rod,
The dovetail muscle, wherein each of the tops of the lattice muscle is fixed to the one upper muscle.
【請求項2】 前記水平筋を、前記上端筋の軸方向と直
交する方向に配置した請求項1記載のジベル筋。
2. The dovetail muscle according to claim 1, wherein the horizontal muscle is arranged in a direction orthogonal to an axial direction of the upper muscle.
【請求項3】 1本の上端筋の部分を頂部として八字状
に下った2本の斜め筋を一対としてこれを上端筋の軸方
向へ複数配置するとともにその隣接する一対の斜め筋を
水平筋で連結したラチス筋を1本の線材で連続形成し、
該ラチス筋の前記各頂部を前記1本の上端筋に固着した
ジベル筋を用い、該ジベル筋の水平筋部を薄板状の半プ
レキャストコンクリート部に埋設したことを特徴とする
半プレキャストコンクリート板。
3. A pair of two diagonal streaks descending in an eight-letter shape with one upper streak portion as a top portion, and a plurality of these diagonal streaks are arranged in the axial direction of the upper streak, and a pair of adjacent diagonal streaks is a horizontal streak. Lattice streaks connected in a continuous fashion with one wire rod,
A semi-precast concrete plate using a gibber streak in which each of the apexes of the lattice stitch is fixed to the one upper end streak, and a horizontal streak portion of the gibber streak is embedded in a thin plate-like semi-precast concrete portion.
【請求項4】 前記水平筋を、前記上端筋の軸方向と直
交する方向に配置した請求項3記載の半プレキャストコ
ンクリート板。
4. The half precast concrete plate according to claim 3, wherein said horizontal streaks are arranged in a direction orthogonal to an axial direction of said upper streaks.
JP32768598A 1998-11-18 1998-11-18 Gibber bars and semi-precast concrete plates using the same Expired - Lifetime JP3754215B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
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Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP32768598A JP3754215B2 (en) 1998-11-18 1998-11-18 Gibber bars and semi-precast concrete plates using the same

Publications (2)

Publication Number Publication Date
JP2000145017A true JP2000145017A (en) 2000-05-26
JP3754215B2 JP3754215B2 (en) 2006-03-08

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ID=18201841

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Application Number Title Priority Date Filing Date
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Country Status (1)

Country Link
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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006001097A (en) * 2004-06-16 2006-01-05 Sekisui Plastics Co Ltd Composite material for precast structure, precast structure and manufacturing method of precast structure
KR100729279B1 (en) * 2006-07-04 2007-06-15 이창남 Plain truss with three dimensioned spiral lattice
JP7417087B2 (en) 2020-03-23 2024-01-18 ジオスター株式会社 Half precast structural version

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006001097A (en) * 2004-06-16 2006-01-05 Sekisui Plastics Co Ltd Composite material for precast structure, precast structure and manufacturing method of precast structure
JP4505271B2 (en) * 2004-06-16 2010-07-21 積水化成品工業株式会社 COMPOSITE MATERIAL FOR PRECAST STRUCTURE, PRECAST STRUCTURE, AND METHOD FOR PRODUCING PRECAST STRUCTURE
KR100729279B1 (en) * 2006-07-04 2007-06-15 이창남 Plain truss with three dimensioned spiral lattice
JP7417087B2 (en) 2020-03-23 2024-01-18 ジオスター株式会社 Half precast structural version

Also Published As

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