JPH11141134A - Beam rib reinforcing cage, fitting for beam reinforcing bar, and assembling method of beam reinforcing bar - Google Patents
Beam rib reinforcing cage, fitting for beam reinforcing bar, and assembling method of beam reinforcing barInfo
- Publication number
- JPH11141134A JPH11141134A JP36186397A JP36186397A JPH11141134A JP H11141134 A JPH11141134 A JP H11141134A JP 36186397 A JP36186397 A JP 36186397A JP 36186397 A JP36186397 A JP 36186397A JP H11141134 A JPH11141134 A JP H11141134A
- Authority
- JP
- Japan
- Prior art keywords
- bar
- reinforcing bar
- reinforcing
- cage
- fitting
- 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
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- Reinforcement Elements For Buildings (AREA)
- Wire Processing (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、鉄筋コンクリートによ
る建築物構築に際して、上階の床梁となる箇所に組み立
てられる鉄筋として使用する鉄筋籠並びに梁鉄筋組み立
てに使用する金具及び前記鉄筋籠や金具を使用する梁鉄
筋の組立工法に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a steel cage used as a reinforcing bar to be assembled on a floor beam on an upper floor when building a building made of reinforced concrete, a metal fitting used for assembling a beam reinforcing steel, and the above-mentioned steel reinforcing basket and metal fitting. The present invention relates to a method of assembling a beam reinforcing bar to be used.
【0002】[0002]
【従来の技術】鉄筋コンクリートによる建築物の上階床
の構築は、上階床板の底面となる位置に形成した床面型
枠と、前記床面型枠から床梁形成箇所に溝形状の梁用型
枠とを形成し、梁用型枠内に梁用鉄筋を組み込み、梁用
鉄筋の上部と床面用鉄筋とを連結し、前記溝型枠(梁用
型枠)並びに床面型枠内にコンクリートを打設してなる
ものである。2. Description of the Related Art An upper floor of a building made of reinforced concrete is constructed by forming a floor form formed at a position to be a bottom surface of an upper floor plate and a groove-shaped beam from the floor form to a floor beam forming portion. Forming a formwork, incorporating a beam reinforcement in the beam formwork, connecting the upper part of the beam reinforcement with the floor reinforcement, and forming the groove formwork (beam formwork) and the floor formwork. It is made by casting concrete.
【0003】前記の梁用型枠内に組み込む梁鉄筋は、図
13に例示するとおり、形枠内の短手外面の少し内方に
位置せしめた上方開口のコの字状の肋鉄筋01と上部横
主筋02とで矩形の鉄筋組とし、長尺の上下縦主筋0
3,04を前記矩形の鉄筋組に針金等で結束してなるも
のである。このように梁鉄筋の組み込みは煩雑な作業で
あるので、例えば肋鉄筋01の組み込みを容易にするた
め、縦列する肋鉄筋01を補助縦杆05で連結して全体
を籠状とすることも行われている。As shown in FIG. 13, a beam reinforcing bar to be incorporated in the above-described beam formwork has a U-shaped rib reinforcing bar 01 having an upper opening positioned slightly inside the short outer surface of the formwork. The upper horizontal main reinforcing bar 02 and the upper and lower vertical main reinforcing bars 0
3, 04 are bound to the above-mentioned rectangular reinforcing bar set with a wire or the like. As described above, the installation of the beam reinforcing bar is a complicated operation. For example, in order to facilitate the mounting of the bar reinforcing bar 01, it is also possible to connect the parallel bar reinforcing bars 01 with the auxiliary vertical rods 05 so as to form the entire cage. Have been done.
【0004】また肋鉄筋を籠状とするには特公平4−5
4786号公報に示されているように、肋鉄筋を補助縦
杆で連結して籠状としたもので、籠体を型枠内に設置す
るのみで肋鉄筋の配設が行われることになり、作業能率
を向上させる。また特開昭59−8873号公報に示さ
れているように、肋鉄筋の下部筋部に下部縦主筋の受け
治具を設け、下部縦主筋と肋鉄筋との結び付けを省略し
てなる手段が示されている。[0004] In addition, in order to make the reinforcing bars in a cage shape, Japanese Patent Publication No. 4-5
As shown in Japanese Patent No. 4786, the reinforcing bars are connected to each other by auxiliary vertical rods to form a cage, and the reinforcing bars are arranged only by installing the cage in the formwork. Improve work efficiency. Further, as disclosed in Japanese Patent Application Laid-Open No. 59-8873, there is a means in which a receiving jig for a lower vertical main bar is provided in a lower bar portion of a rib bar to omit the connection between the lower vertical bar and the bar bar. It is shown.
【0005】更に梁の形成幅が狭く、十分な強度を得ら
れない場合には、下部縦主筋を上下二段組とする場合も
あり、具体的には、肋鉄筋01の下部筋部上に下段下部
縦主筋04aを載置して結束した後に、下段下部縦主筋
04aの少し上方に横載置杆06を肋鉄筋01の側筋部
間に差し渡し、横載置杆06上に上段下部縦主筋を組み
込むようにしている。[0005] When the width of the beam is narrower and sufficient strength cannot be obtained, the lower vertical main reinforcing bar may be a two-tiered upper and lower bar. After placing and binding the lower lower vertical main reinforcement 04a, the horizontal mounting rod 06 is inserted between the side reinforcing bars 01 slightly above the lower lower vertical main reinforcement 04a, and the upper lower vertical reinforcement is placed on the horizontal mounting rod 06. The main muscle is incorporated.
【0006】[0006]
【発明が解決しようとする課題】前記他従来の組み込み
の簡便化手段はそれぞれ一長一短がある。即ち籠状とし
た場合には、溝状型枠の底の方で下部縦主筋の結束作業
を行う必要がある。また肋鉄筋に下部縦主筋の治具を設
ける手段では、下部縦主筋の結束作業の必要はないが、
肋鉄筋を型枠内の適正位置に配置しておかなければ下部
縦主筋の装着作業が面倒である。更にまた型枠内に肋鉄
筋を配置する以前に下部縦主筋を装着する場合には肋鉄
筋の適正配置の問題は解決するが、下部縦主筋を従前と
同様に長くすると、嵌合状態の肋鉄筋と下部縦主筋が離
脱しないように運搬設置することは非常に煩雑であるた
め、一本の下部縦主筋の長さを短くする必要がある。The above-mentioned other conventional simplification means have advantages and disadvantages. That is, in the case of a cage shape, it is necessary to perform the work of binding the lower vertical main reinforcing bar at the bottom of the groove-shaped formwork. In addition, by means of providing a jig for the lower vertical bar on the rebar, there is no need to tie the lower vertical bar,
Unless the rebars are placed at the proper positions in the formwork, the work of mounting the lower vertical bar is troublesome. In addition, if the lower longitudinal bars are installed before placing the reinforcing bars in the formwork, the problem of proper placement of the reinforcing bars can be solved. Since it is very complicated to carry and install the rebar and the lower vertical main bar so as not to be separated, it is necessary to shorten the length of one lower vertical main bar.
【0007】更に梁鉄筋の組み込みに際して、上部横主
筋への上部縦主筋の結束作業は、肋鉄筋で囲繞されてい
る範囲内に下部縦主筋を内置し、上部横主筋を肋鉄筋に
結束連結する際に、その上部鉤部に下部縦主筋を結束す
る必要があり、上部縦主筋を下方から大きく引き上げて
の結束作業であり面倒である。更に下部縦主筋を二段組
とした場合にも、横載置杆の差し渡し組み込み等が非常
に煩雑な作業である。そこで本発明は、梁鉄筋の構築が
容易な鉄筋籠並びに鉄筋籠を使用した梁鉄筋の組み立て
工法を提案したものである。[0007] Further, when assembling the beam reinforcing bars, the work of binding the upper vertical reinforcing bars to the upper horizontal reinforcing bars includes placing the lower vertical reinforcing bars inside the area surrounded by the rib reinforcing bars and binding and connecting the upper horizontal reinforcing bars to the rib reinforcing bars. At this time, it is necessary to bind the lower vertical main muscle to the upper hook portion, and the upper vertical main muscle is largely pulled up from below, and this is a labor tying operation. Furthermore, even in the case where the lower vertical main bar is formed in a two-stage set, it is a very complicated operation to insert the horizontal mounting rods. Therefore, the present invention proposes a reinforcing bar cage that facilitates construction of a beam reinforcing bar and a method of assembling a beam reinforcing bar using the reinforcing bar cage.
【0008】[0008]
【課題を解決するための手段】本発明に係る梁用鉄筋籠
は、上部が開口したコ状の肋鉄筋を、適宜間隔で縦列
し、縦列した肋鉄筋を補助縦杆と溶接して連結し、全体
を籠状に形成すると共に、縦列した肋鉄筋のうち、適宜
な肋鉄筋の下部筋部に、短い立ち上がり筋を溶着して下
主筋嵌合部を設け、左右側筋部の上方に近い部分に載置
横杆用の載置部を設けてなることを特徴とするものであ
る。According to the present invention, there is provided a reinforcing rod cage for a beam, in which U-shaped reinforcing bars having an open upper portion are cascaded at appropriate intervals, and the arranging reinforcing bars are connected to an auxiliary vertical bar by welding. In addition, the whole is formed in a cage shape, and among the reinforced reinforcing bars arranged in a row, a short riser is welded to a lower reinforcing portion of an appropriate reinforcing bar to provide a lower main reinforcing bar fitting portion, and the upper reinforcing portion is located near the right and left side reinforcing portions. A mounting portion for a mounting horizontal rod is provided in the portion.
【0009】また本発明に係る梁鉄筋の組立方法の一つ
は、梁形成個所に組立てた溝状の型枠内にベース体を置
き、ベース体上に前記の鉄筋籠を載置して鉄筋籠を型枠
内の中空に位置せしめ、長尺の下部縦主筋複数本を鉄筋
籠の嵌合部に密嵌合し、然る後鉄筋籠の載置部に載置用
横杆を差し渡して複数本の上部縦主筋を前記横杆上に載
置し、肋鉄筋の上部鉤部間に上部横主筋を架設連結する
と共に、横杆上に載置した上部縦主筋を鉤部並びに上部
横主筋に結着してなることを特徴とするものである。One of the methods of assembling a beam reinforcing bar according to the present invention is to place a base body in a grooved formwork assembled at a beam forming place, and place the above-described reinforcing bar cage on the base body to reinforce the reinforcing bar. Position the basket in the hollow inside the formwork, tightly fit the long lower vertical main bars to the fitting part of the reinforcing bar cage, and then pass the mounting horizontal rod to the mounting portion of the reinforcing bar cage. A plurality of upper vertical main bars are mounted on the horizontal bar, an upper horizontal main bar is erected and connected between upper hook portions of the ribs, and the upper vertical main bar mounted on the horizontal bar is connected to the hook portion and the upper horizontal main bar. It is characterized by being bound to.
【0010】従って鉄筋籠を梁用型枠内に配置するだけ
で肋鉄筋が適正位置に配置され、鉄筋籠を連続状態とす
ると、下部縦主筋は、長いまま嵌合部に嵌着することで
肋鉄筋に連結され、下部縦主筋を装着した後、鉄筋籠の
載置部に載置用横杆を差し渡すと上部縦主筋の載置が可
能となり、上部縦主筋を前記横杆に載置しておき、肋鉄
筋の上部鉤部間に上部横主筋を架設連結すると共に、上
部横主筋の近傍に上部縦主筋が位置するので前記上部横
主筋に容易に結束連結できる。Therefore, when the reinforcing bars are placed in the beam form only by arranging the reinforcing bars in a proper position, and the reinforcing bars are kept in a continuous state, the lower vertical main bars can be fitted to the fitting portions while keeping the length. After the lower vertical bar is attached to the rebar and the lower vertical bar is attached, the upper vertical bar can be placed by placing the horizontal bar on the placement section of the reinforcing bar, and the upper vertical bar is placed on the horizontal bar. In addition, the upper horizontal bar is connected between the upper hooks of the rebars, and the upper vertical bar is located near the upper horizontal bar, so that the upper horizontal bar can be easily bound and connected to the upper horizontal bar.
【0011】また本発明に係る第一の梁鉄筋用金具は、
梁鉄筋における肋鉄筋の幅に対応せしめた横杆部の両端
に結着杆部を縦設し、横杆部に頻り杆部を適宜間隔で下
方に突設して下部主筋嵌合部を形成したことを特徴とす
るものである。Further, the first beam reinforcing metal fitting according to the present invention comprises:
The connecting rods are installed vertically at both ends of the horizontal rods corresponding to the width of the ribs in the beam reinforcement, and the rods are frequently protruded downward at appropriate intervals on the horizontal rods to form the lower main reinforcement fitting part It is characterized by having done.
【0012】更に本発明に係る第二の梁鉄筋用金具は、
梁鉄筋における肋鉄筋の幅に対応せしめると共に、主筋
間隔で上下二段に配置した横杆部と、横杆部の両端に縦
設した結着杆部と、上部横杆部に適宜間隔で上方に頻り
杆を突設して形成した上段下部主筋嵌合部と、下部横杆
部に適宜間隔で下方に頻り杆を突設して形成した下段下
部主筋嵌合部とを備えてなることを特徴とするものであ
る。[0012] Further, a second beam reinforcing metal fitting according to the present invention includes:
At the same time as the width of the rib rebars in the beam rebar, the horizontal bars are arranged vertically in two steps at the intervals of the main bars, the connecting rods vertically installed at both ends of the horizontal bars, and the upper horizontal bars at appropriate intervals. An upper lower main bar fitting portion formed by protruding frequent rods, and a lower lower main bar fitting portion formed by protruding frequent rods downward at appropriate intervals in the lower horizontal rod portion. It is a feature.
【0013】本発明に係る二つめの梁鉄筋の組立方法
は、前記金具を使用したもので、肋鉄筋を縦列せしめた
鉄筋籠を、梁形成個所に組立てた溝状の型枠内に置いた
ベース体上に載置し、前記鉄筋籠を型枠内の中空に位置
せしめ、長尺の下部縦主筋複数本を鉄筋籠内の下部筋部
上に載置し、前記第一の金具又は第二の金具を使用し、
金具の各下部縦主筋(下段下部縦主筋)を金具の嵌合部
に密嵌合し、金具結着杆部を肋鉄筋の側筋部に結び付
け、第二の金具を使用した場合には、上段下部縦主筋を
金具の上部横杆部の嵌合部に嵌着し、然る後、上部横主
筋及び上部縦主筋を組み込んでなることを特徴とするも
のである。A method of assembling a second beam reinforcing bar according to the present invention uses the above-mentioned metal fitting, and places a reinforcing bar basket in which rib bars are arranged in a column in a groove-shaped form assembled at a beam forming portion. Placed on the base body, the reinforcing bar is positioned in the hollow inside the formwork, a plurality of long lower longitudinal main reinforcing bars are mounted on the lower reinforcing portion in the reinforcing bar cage, the first metal fitting or the first Using the second bracket,
When each lower vertical bar of the metal fitting (lower lower vertical bar) is tightly fitted to the fitting part of the metal fitting, the metal fitting connecting rod part is tied to the side bar of the rib rebar, and when the second metal fitting is used, The upper lower main reinforcement is fitted to the fitting portion of the upper horizontal rod portion of the fitting, and thereafter, the upper horizontal main reinforcement and the upper vertical main reinforcement are incorporated.
【0014】従って下部縦主筋の組み込みにおいては、
肋鉄筋上に並べて載置しておき、順次金具を使用して一
定の間隔を保たせると共に、金具の結着杆部を側筋部に
結束すれば良いもので、何ら各下部縦主筋を肋鉄筋に結
束する必要が無くその作業能率が向上する。また下部縦
主筋を上下二段に組み込む場合には、第二の金具を使用
すると、下段下部縦主筋の肋鉄筋への接続作業が同時に
上段下部縦主筋の載置部形成にもなるもので、非常に煩
雑な二段組が容易に行えることになる。Therefore, in incorporating the lower vertical bar,
Place them on the rebar and place them at regular intervals using metal fittings, and tie the connecting rods of the metal fittings to the side muscles. There is no need to tie it to a reinforcing bar, and the work efficiency is improved. In addition, when the lower vertical main reinforcement is incorporated into the upper and lower two-tiers, the use of the second metal fitting allows the connection work of the lower lower vertical main reinforcement to the rib rebars to simultaneously form the placement of the upper lower vertical main reinforcements. A very complicated two-column system can be easily performed.
【0015】[0015]
【発明の実施の形態】次に本発明の実施形態について説
明する。 <第一実施形態>実施形態に示した鉄筋籠1は、肋鉄筋
11と 補助縦杆12と、補助載置縦杆(載置部)13
と、下部縦主筋の嵌合部14から構成される。Next, an embodiment of the present invention will be described. <First Embodiment> The reinforcing bar cage 1 shown in the embodiment comprises a reinforcing bar 11, an auxiliary vertical rod 12, and an auxiliary mounting vertical rod (mounting portion) 13.
And the fitting portion 14 of the lower vertical main bar.
【0016】肋鉄筋11は、上部が開口したコ状にして
側筋部111の上部を鉤形状に折曲して鉤部112とし
たもので、この肋鉄筋11を適宜間隔で縦列し、縦列し
た肋鉄筋11の下筋部113を、補助縦杆12と溶接し
て連結し、更に左右の側筋部111の上方に近い部分に
補助載置縦杆13を溶接連結して全体を籠状に形成する
ものである。また嵌合部14は、並列している肋鉄筋1
1のうち適宜なものの下部筋部113に、短い立ち上が
り筋14aを溶着して形成してなるものである。The rebar 11 has a U-shape with an open top, and the upper part of the side bar 111 is bent into a hook shape to form a hook 112. The rebars 11 are tandemly arranged at appropriate intervals. The lower strut 113 of the rebar 11 is welded and connected to the auxiliary vertical bar 12, and the auxiliary mounting vertical bar 13 is welded and connected to a portion near the upper part of the left and right side streaks 111, and the whole is in a cage shape. It is formed in. In addition, the fitting portion 14 is a rib reinforcing bar 1
1 is formed by welding a short rising streak 14a to the lower streak portion 113 of an appropriate one.
【0017】次に前記の鉄筋籠1を使用しての本発明の
組立工法を、その工程順にそって説明する。鉄筋コンク
リートによる建築物の上階床構築のための型枠は、上階
床板の底面となる位置に形成した床面型枠Aと、前記床
面型枠Aから床梁形成箇所に溝形状の梁用型枠Bとを形
成し、梁用型枠B内に梁用鉄筋を組み込むもので、梁用
型枠内に、コンクリート製、金属製、合成樹脂製等の適
宜なベース体2を位置せしめて、ベース体2上に前記鉄
筋籠1を載置し、鉄筋籠1を型枠B内の中空に位置せし
め型枠の全長にわたって連続せしめる。Next, an assembling method of the present invention using the above-described reinforcing bar 1 will be described in the order of the steps. Formwork for building an upper floor of a building made of reinforced concrete includes a floor form A formed at a position to be a bottom surface of an upper floor plate, and a groove-shaped beam from the floor form A to a floor beam forming portion. A beam form B is formed, and a reinforcing bar for a beam is incorporated in the beam form B. An appropriate base body 2 made of concrete, metal, synthetic resin or the like is located in the beam form. Then, the rebar basket 1 is placed on the base body 2, the rebar basket 1 is positioned in the hollow in the form B, and is made continuous over the entire length of the form.
【0018】次に鉄筋籠1の長さよりも充分に長い長尺
の下部縦主筋3複数本を、鉄筋籠1の嵌合部14に密嵌
合して下部縦主筋3を結束することなく鉄筋籠1と一体
化してなる。然る後鉄筋籠1の両側の補助載置縦杆13
に載置用横杆4を差し渡して、複数本の上部縦主筋5を
前記横杆4上に載置する。Next, a plurality of lower vertical main reinforcing bars 3 having a length sufficiently longer than the length of the reinforcing rod cage 1 are closely fitted to the fitting portions 14 of the reinforcing rod cage 1 without binding the lower vertical main reinforcing bars 3. It is integrated with the basket 1. Auxiliary mounting vertical rods 13 on both sides of the reinforcing bar 1
A plurality of upper vertical main bars 5 are placed on the horizontal rod 4 with the mounting horizontal rod 4 extending therethrough.
【0019】そして鉄筋籠1の肋鉄筋11の上部鉤部1
12間に、両端に鉤部61を備えた上部横主筋6を架設
連結(結束による)すると共に、予め横杆4上に載置し
ていた上部縦主筋5を鉤部112,61に掛け止め結束
し、更に上部横主筋6の中間箇所にも残りの上部縦主筋
5を結束連結するものである。The upper hook 1 of the rib reinforcing bar 11 of the reinforcing bar 1
Between 12, the upper horizontal main bar 6 having hooks 61 at both ends is connected and connected (by bundling), and the upper vertical main bar 5 previously mounted on the horizontal rod 4 is hooked to the hooks 112 and 61. It binds, and further binds and connects the remaining upper vertical main reinforcement 5 to an intermediate portion of the upper horizontal main reinforcement 6.
【0020】従って梁鉄筋の組立てに於いて、鉄筋籠1
を使用するため肋鉄筋11の位置決めが容易で、型枠A
の底部分での連結が必要な下部縦主筋3は、嵌合部14
への嵌着で連結でき、また上部縦主筋5は、載置用横杆
4に載置しておくので、僅かな持ち上げで上部横主筋6
への結束連結が容易に実施できるものである。Therefore, in assembling the beam reinforcement, the reinforcement cage 1
, The positioning of the ribs 11 is easy and the form A
The lower vertical main bar 3 that needs to be connected at the bottom of the
And the upper vertical main reinforcing bar 5 is placed on the mounting horizontal rod 4, so that the upper horizontal main reinforcing bar 6 can be slightly lifted.
Can be easily implemented.
【0021】<第二実施形態>第二実施形態は、梁の巾
が広い場合の例である。前記した鉄筋籠1は、通常の梁
断面に対応せしめて予め形成しておくものであるが、巾
広の梁を構築しようとする場合には、その梁の巾(大き
さ)に対応して鉄筋籠を形成する必要がある。然しわざ
わざ改めて鉄筋籠を形成するには、肋鉄筋の巾から改め
なければならなく煩雑である。そこで巾広の梁の構築に
際しても、巾広の鉄筋籠を形成しない組み立て手段が第
二実施形態である。<Second Embodiment> The second embodiment is an example in which the width of the beam is wide. The above-described reinforced cage 1 is formed in advance so as to correspond to a normal beam cross section. However, when a wide beam is to be constructed, it is necessary to correspond to the width (size) of the beam. It is necessary to form a reinforced cage. However, it is troublesome to form a reinforcing rod cage by changing the width of the ribs. Therefore, the second embodiment is an assembling means that does not form a wide reinforcing bar even when constructing a wide beam.
【0022】第二実施形態は、図5乃至7に示す通り
で、巾広の梁用型枠B1内にベース体2を位置せしめ
て、2個の鉄筋籠1a,1bを並列状態で且つ側筋部1
11が他方の鉄筋籠1の内方に位置し、而も上下の縦主
筋3,5の取り付け位置(嵌合部14並びに鉤部112
の位置)を一致させた重合状態で(但し、一部の補助縦
杆12及び補助載置縦杆13は除去しておく)、ベース
体2上に載置し、巾広の型枠B1内の中空に位置せしめ
る。しかる後は、前記第一実施形態と同様に下部縦主筋
3を嵌合部14に密嵌合し、両側の補助載置縦杆13に
載置用横杆4を差し渡して、上部縦主筋5を横杆4上に
載置し、上部鉤部112間に上部横主筋6を架設連結す
ると共に、予め横杆4上に載置していた上部縦主筋5を
上部横主筋6に結束連結するものである。In the second embodiment, as shown in FIGS. 5 to 7, the base body 2 is positioned in the wide beam form B1, and the two rebar baskets 1a and 1b are arranged side by side and on the side. Muscle 1
11 is located inside the other rebar basket 1, and the mounting positions of the upper and lower vertical main bars 3 and 5 (the fitting portion 14 and the hook portion 112).
Are placed on the base body 2 in the superimposed state with the same position (the part of the auxiliary vertical rods 12 and the auxiliary mounting vertical rods 13 are removed), and the wide formwork B1 It is located in the hollow. Thereafter, similarly to the first embodiment, the lower vertical main reinforcement 3 is closely fitted to the fitting portion 14, and the mounting horizontal rod 4 is passed over the auxiliary mounting vertical rods 13 on both sides, and the upper vertical main reinforcement 5 is inserted. Is placed on the horizontal rod 4, the upper horizontal main reinforcement 6 is erected and connected between the upper hooks 112, and the upper vertical main reinforcement 5 previously mounted on the horizontal rod 4 is bound and connected to the upper horizontal main reinforcement 6. Things.
【0023】従って形成しようとする梁の巾が、鉄筋籠
1の巾では対応できない場合でも、鉄筋籠1を重合並列
することで梁鉄筋を組み立てることができるものであ
る。Accordingly, even when the width of the beam to be formed cannot be accommodated by the width of the reinforcing bar cage 1, the beam reinforcing bar can be assembled by superposing the reinforcing bar cages 1 in parallel.
【0024】尚前記実施形態において載置用横杆の載置
部を補助縦杆と兼用としたが、横杆を載置する箇所に対
応して並列する肋鉄筋の適宜な側筋部に短い載置杆を溶
接して形成しても良い。In the above-described embodiment, the mounting portion of the mounting horizontal rod is also used as the auxiliary vertical rod. However, a short side is provided at an appropriate side reinforcing bar of the parallel reinforcing bar corresponding to the position where the horizontal rod is mounted. The mounting rod may be formed by welding.
【0025】<第三実施形態>図8及び図9は本発明の
第三実施形態を示したもので、第三実施形態は、本発明
の第一の金具を使用した例である。第一の梁鉄筋用金具
7は、使用対象の梁鉄筋籠1cにおける肋鉄筋11の幅
に対応する長さの横杆部71の両端に結着杆部72を縦
設し、横杆部71の途中に頻り杆部73aを適宜間隔で
下方に突設し、横杆部71の下方に下部主筋3用の嵌合
部73を形成したものである。<Third Embodiment> FIGS. 8 and 9 show a third embodiment of the present invention. The third embodiment is an example using the first metal fitting of the present invention. The first beam reinforcing metal fitting 7 has a connecting rod portion 72 vertically installed at both ends of a horizontal rod portion 71 having a length corresponding to the width of the rib reinforcing bar 11 in the beam reinforcing bar 1c to be used. A frequent rod portion 73a protrudes downward at an appropriate interval in the middle of the above, and a fitting portion 73 for the lower main reinforcement 3 is formed below the horizontal rod portion 71.
【0026】前記金具7を使用する鉄筋籠1cは、基本
的に前記第一実施形態と同様に肋鉄筋11と 補助縦杆
12と、補助載置縦杆(載置部)13とを備え、下部縦
主筋の嵌合部14は具備していない。The rebar basket 1c using the metal fittings 7 basically includes a reinforcing bar 11, an auxiliary vertical rod 12, and an auxiliary mounting vertical rod (mounting portion) 13, similarly to the first embodiment. The fitting portion 14 of the lower vertical main bar is not provided.
【0027】前記の金具7及び鉄筋籠1cを使用しての
本発明の組立工法をその工程順にそって説明する。組み
立ては第一実施形態同様に、上階床の床梁となる箇所に
形成した溝形状の梁用型枠B内に、前記鉄筋籠1cをベ
ース体2上に載置して、鉄筋籠1cを型枠B内の中空に
位置せしめ型枠の全長にわたって連続せしめる。そして
鉄筋籠1c内に長尺の下部縦主筋3を所定数本配置し、
下部縦主筋3を金具7の嵌合部73に密嵌合し、結着杆
部72を肋鉄筋11の側筋部111に結び付けて下部縦
主筋3を鉄筋籠1cと接続するものである。The assembling method of the present invention using the metal fitting 7 and the reinforcing bar 1c will be described in the order of the steps. As in the first embodiment, the rebar cage 1c is placed on the base body 2 in a groove-shaped beam form B formed at a location to be a floor beam on the upper floor, as in the first embodiment. Is positioned in the hollow space within the mold B, and is continued over the entire length of the mold. Then, a predetermined number of long lower vertical main reinforcing bars 3 are arranged in the reinforcing bar 1c,
The lower vertical main reinforcing bar 3 is tightly fitted to the fitting portion 73 of the metal fitting 7, the connecting rod portion 72 is tied to the side bar portion 111 of the rib reinforcing bar 11, and the lower vertical main reinforcing bar 3 is connected to the reinforcing bar cage 1c.
【0028】しかる後の上部縦主筋5の組み込みは、前
記第一実施形態と同様に、補助載置縦杆13に載置用横
杆4を差し渡して、複数本の上部縦主筋5を前記横杆4
上に載置し、上部横主筋6を肋鉄筋11頂部間に架設連
結(結束による)し、横杆4上に載置していた上部縦主
筋5を鉤部112,61に掛け止め結束し、更に上部横
主筋6の中間箇所にも残りの上部縦主筋5を結束連結す
るものである。After that, the upper vertical main reinforcing bar 5 is assembled by, like the first embodiment, inserting the mounting horizontal rod 4 over the auxiliary mounting vertical rod 13 to connect the plurality of upper vertical main reinforcing bars 5 to the horizontal direction. Rod 4
The upper main bar 6 is placed and connected (by bundling) between the tops of the ribs 11 and the upper main bar 5 placed on the horizontal bar 4 is hooked to the hooks 112 and 61 and bound. In addition, the remaining upper vertical main reinforcement 5 is bound and connected to an intermediate portion of the upper horizontal main reinforcement 6.
【0029】従って前記の梁鉄筋の組立てに於いて、金
具7を使用したものであるから、鉄筋籠1cを設置した
後、下部縦主筋3を単に肋鉄筋11内に位置せしめ、、
左右に僅かに調整移動させ、金具7を装着するのみで下
部縦主筋3を所定位置に接続できるものであり、単独作
業者のみで前記下部縦主筋の組み込み作業を実施できる
ものである。Therefore, since the metal fittings 7 are used in assembling the beam reinforcing bar, after the reinforcing bar cage 1c is installed, the lower vertical main reinforcing bar 3 is simply positioned in the rib reinforcing bar 11, and
The lower vertical main reinforcing bar 3 can be connected to a predetermined position only by slightly adjusting the position of the lower vertical main reinforcing bar 3 to the left and right, and the fitting 7 can be mounted.
【0030】<第四実施形態>図10乃至図12は本発
明の第四実施形態を示したもので、第四実施形態は、本
発明の第二の金具を使用した例である。第二の梁鉄筋用
金具8は、使用対象の梁鉄筋籠1cにおける肋鉄筋11
の幅に対応する長さで、且つ少なくとも主筋(縦主筋
3,5)の径以上の間隔で上下二段に配置した下部横杆
部81a及び上部横杆部81bと、前記の横杆部81の
両端に縦設した結着杆部82と、下部横杆部81aに適
宜間隔で下方に頻り杆83aを突設して形成した下段下
部主筋用の嵌合部84aと、上部横杆部81bに適宜間
隔で上方に頻り杆83bを突設して形成した上段下部主
筋用の嵌合部84bとを有するものである。<Fourth Embodiment> FIGS. 10 to 12 show a fourth embodiment of the present invention. The fourth embodiment is an example using the second metal fitting of the present invention. The second beam reinforcing metal fitting 8 is a rib reinforcing bar 11 of the beam reinforcing bar 1c to be used.
A lower horizontal rod portion 81a and an upper horizontal rod portion 81b which are arranged in two upper and lower stages with a length corresponding to the width of the main bar (at least the diameter of the main bar (vertical main bars 3 and 5)); A connecting rod portion 82 vertically provided at both ends of the lower horizontal rod portion 81a, a fitting portion 84a for a lower lower main bar formed by projecting a frequent rod 83a downward at appropriate intervals on the lower horizontal rod portion 81a, and an upper horizontal rod portion 81b. And a fitting portion 84b for an upper lower main bar formed by protruding a frequent rod 83b upward at appropriate intervals.
【0031】梁鉄筋の組み立てに際して、所定の強度を
確保するために、縦主筋は当該強度に応じて所定数必要
とする。しかし梁の幅が狭かったり、或は幅に比較して
強度が要求された場合等には、下部縦主筋を上下二段組
とする。前記金具8はこの二段組に際して使用する金具
である。When assembling the beam rebar, a predetermined number of vertical main bars are required in accordance with the strength in order to secure a predetermined strength. However, when the width of the beam is narrow, or when the strength is required as compared with the width, the lower vertical main reinforcing bar is formed as a two-tiered upper and lower column. The metal fitting 8 is a metal fitting used for this two-stage assembly.
【0032】前記の金具8及び鉄筋籠1cを使用しての
本発明の組立工法をその工程順にそって説明する。組み
立ては第三実施形態同様に、上階床の床梁となる箇所に
形成した溝形状の梁用型枠B内に、前記鉄筋籠1cをベ
ース体2上に載置して、鉄筋籠1cを型枠B内の中空に
位置せしめ型枠の全長にわたって連続せしめる。そして
鉄筋籠1c内に長尺の下段下部縦主筋3aを所定数本配
置し、下段下部縦主筋3aを金具8の嵌合部84aに密
嵌合し、結着杆部82を肋鉄筋11の側筋部111に結
び付けて下段下部縦主筋3aを鉄筋籠1cと接続する。
更に上段下部縦主筋3bを、嵌合部84bに密嵌して装
着するものである。しかる後前記第三実施形態と同様に
上部縦主筋5を組み込むものである。The assembling method of the present invention using the metal fitting 8 and the reinforcing bar 1c will be described in the order of the steps. As in the third embodiment, the rebar cage 1c is placed on the base body 2 in a groove-shaped beam form B formed at a location to be a floor beam on the upper floor, as in the third embodiment. Is positioned in the hollow space within the mold B, and is continued over the entire length of the mold. Then, a predetermined number of long lower lower vertical main bars 3a are arranged in the reinforcing bar cage 1c, the lower lower vertical main bars 3a are closely fitted to the fitting portions 84a of the metal fittings 8, and the connecting rod portions 82 The lower vertical lower main bar 3a is connected to the reinforcing bar 1c by being linked to the side bar 111.
Furthermore, the upper lower vertical main reinforcing bar 3b is fitted tightly to the fitting portion 84b. Thereafter, similarly to the third embodiment, the upper vertical main reinforcing bar 5 is incorporated.
【0033】従って下部縦主筋を上下二段に組み込むに
際して、下部縦主筋の間隔の確保並びに梁鉄筋としての
組み込みが容易に実施できることになる。Therefore, when assembling the lower vertical main reinforcing bars in the upper and lower stages, it is possible to easily secure the interval between the lower vertical main reinforcing bars and as a beam reinforcing bar.
【0034】[0034]
【発明の効果】以上のように本発明は、肋鉄筋を適宜間
隔で縦列すると共に、縦列した肋鉄筋を補助縦杆と溶接
して連結して全体を籠状に形成し、更に適宜な肋鉄筋の
下部筋部に、下部主筋嵌合部を設け、左右側筋部の上方
に近い部分に載置横杆用の載置部を設けた梁用鉄筋籠で
あり、前記の梁用鉄筋籠に代えて、特に縦主筋装着用の
金具であり、また前記の梁用鉄筋籠又は金具を使用した
梁鉄筋の組み立て工法で、鉄筋籠を梁用型枠内に配置す
るだけで肋鉄筋が適正位置に配置され、単に下部縦主筋
を鉄筋籠に予め形成した嵌合部に嵌着することや金具の
嵌合部に嵌着することで、容易に肋鉄筋に連結され、更
に鉄筋籠の載置部に載置用横杆を差し渡すと上部縦主筋
の載置が可能となり、上部縦主筋を予め横杆に載置して
おくと、上部横主筋への上部縦主筋の結束連結が容易に
行うことができる等梁鉄筋の組み立て作業を効率的に行
うことができたものである。As described above, according to the present invention, the rebars are tandemly arranged at appropriate intervals, and the arrested rebars are welded and connected to the auxiliary longitudinal rods to form a whole cage-like shape. A reinforcing bar cage for a beam, wherein a lower main reinforcing bar fitting portion is provided in a lower reinforcing bar portion of the reinforcing bar, and a mounting portion for a mounting horizontal bar is provided in a portion near above the left and right side reinforcing bar portions. In place of the above, it is a metal fitting for attaching the vertical main reinforcing bar, and the rib reinforcing bar is appropriately arranged only by disposing the reinforcing steel basket in the beam form by the method of assembling the reinforcing bar for the beam or the reinforcing bar using the fitting. Position, the lower vertical bar is simply connected to the rebar by simply fitting it into the fitting part formed in advance on the reinforcing bar cage or the fitting portion of the metal fitting, and furthermore, loading the reinforcing bar cage. When the horizontal bar for mounting is passed over the mounting part, the upper vertical main bar can be placed. When the upper vertical main bar is placed on the horizontal bar in advance, the upper horizontal main bar is Bundling connection of the upper longitudinal main reinforcement to is that it is possible to perform the assembly work of equal beam rebar efficiently which can be easily performed.
【図面の簡単な説明】[Brief description of the drawings]
【図1】本発明の鉄筋籠の第一実施形態の主要部材の全
体斜視図。FIG. 1 is an overall perspective view of a main member of a first embodiment of a steel cage according to the present invention.
【図2】本発明方法の第一実施形態の梁断面による工程
の説明図(鉄筋籠の配置)。FIG. 2 is an explanatory view of a step by a beam cross section of the first embodiment of the present invention (arrangement of reinforcing bars).
【図3】同説明図(上部縦主筋の載置)。FIG. 3 is an explanatory view (mounting of an upper vertical main bar).
【図4】同説明図(上部縦主筋の結束)。FIG. 4 is an explanatory view (bundling of upper vertical main muscle).
【図5】本発明方法の第二実施形態の梁断面による工程
の説明図(鉄筋籠の配置)。FIG. 5 is an explanatory view (arrangement of a reinforcing rod cage) of a step in a beam section according to the second embodiment of the present invention.
【図6】同説明図(上部縦主筋の載置)。FIG. 6 is an explanatory view (mounting of an upper vertical main bar).
【図7】同説明図(上部縦主筋の結束)。FIG. 7 is an explanatory view (bundling of upper vertical main muscles).
【図8】本発明方法の第三実施形態に使用する主要部材
の説明図。FIG. 8 is an explanatory diagram of main members used in a third embodiment of the method of the present invention.
【図9】同組み立て工程の説明図(下部縦主筋の装
着)。FIG. 9 is an explanatory view of the assembling step (mounting of a lower vertical main bar).
【図10】本発明方法の第四実施形態に使用する金具の
正面図。FIG. 10 is a front view of a fitting used in a fourth embodiment of the method of the present invention.
【図11】同組み立て工程の説明図(下段下部縦主筋の
載置)。FIG. 11 is an explanatory view of the assembling process (placement of a lower vertical lower main bar).
【図12】同組み立て工程の説明図(上段下部縦主筋の
装着)。FIG. 12 is an explanatory view of the assembling step (mounting of the upper vertical lower main bar).
【図13】従来の梁鉄筋の組み立て説明図。FIG. 13 is an explanatory view for assembling a conventional beam reinforcing bar.
1,1a,1b,1c 鉄筋籠 11 肋鉄筋 111 側筋部 112 鉤部 113 下筋部 12 補助縦杆 13 補助載置縦杆 14 嵌合部 14a 立ち上がり筋 2 ベース体 3 下部縦主筋 3a 下段下部縦主筋 3b 上段下部縦主筋 4 載置用横杆 5 上部縦主筋 6 上部横主筋 61 鉤部 7 金具 71 横杆部 72 結着杆部 73 嵌合部 8 金具 81a 下部横杆部 81b 上部横杆部 82 結着杆部 84a,84b 嵌合部 DESCRIPTION OF SYMBOLS 1, 1a, 1b, 1c Reinforcing bar 11 Rebar bar 111 Side bar 112 Hook 113 Lower bar 12 Auxiliary vertical bar 13 Auxiliary placing vertical bar 14 Fitting portion 14a Standing bar 2 Base body 3 Lower vertical main bar 3a Lower lower portion Vertical main bar 3b Upper lower vertical bar 4 Mounting horizontal bar 5 Upper vertical main bar 6 Upper horizontal main bar 61 Hook 7 Metal fitting 71 Horizontal rod 72 Binding rod 73 Fitting 8 Metal fitting 81a Lower horizontal rod 81b Upper horizontal rod Part 82 Connecting rod part 84a, 84b Fitting part
Claims (8)
したコ状に形成すると共に、立ち上げた側筋部の上部を
鉤形状とした肋鉄筋を、適宜間隔で縦列し、縦列した肋
鉄筋を補助縦杆と溶接して連結し、全体を籠状に形成す
ると共に、縦列した肋鉄筋のうち、適宜な肋鉄筋の下部
筋部に、短い立ち上がり筋を溶着して下部主筋嵌合部を
設け、左右側筋部の上方に近い部分に載置横杆用の載置
部を設けてなることを特徴とする梁用鉄筋籠。[Claim 1] The lower rebars are raised on both sides to form a U-shape with an open upper part, and the rebars with the upper parts of the raised side rebars hooked are tandemly arranged at appropriate intervals. The reinforcing bars are welded and connected to the auxiliary vertical bars to form the entire cage, and a short riser is welded to the lower reinforcing portion of the appropriate reinforcing bars of the parallel reinforcing bars to fit the lower main reinforcing bars. A reinforcing bar for a beam, comprising a mounting portion for a horizontal mounting rod provided in a portion near an upper part of the right and left side streaks.
溶接して連結し、補助縦杆を載置横杆用の載置部として
なる請求項1記載の梁用鉄筋籠。2. The reinforcing bar cage for a beam according to claim 1, wherein the side reinforcing portions of the reinforced ribs are welded to and connected to the auxiliary vertical bar, and the auxiliary vertical bar serves as a mounting portion for the mounting horizontal bar.
にベース体を置きベース体上に請求項1又は2記載の鉄
筋籠を載置して鉄筋籠を型枠内の中空に位置せしめ、長
尺の下部縦主筋複数本を鉄筋籠の嵌合部に密嵌合し、然
る後鉄筋籠の載置部に載置用横杆を差し渡して複数本の
上部縦主筋を前記横杆上に載置し、肋鉄筋の上部鉤部間
に上部横主筋を架設連結すると共に、横杆上に載置した
上部縦主筋を鉤部並びに上部横主筋に結束連結してなる
ことを特徴とする梁鉄筋の組立工法。3. A rebar cage according to claim 1 or 2, wherein the rebar cage according to claim 1 or 2 is placed on the base body, and the rebar cage is hollowed in the mold frame. After positioning, a plurality of long lower vertical main bars are closely fitted to the fitting portion of the reinforcing bar cage, and then a horizontal bar for mounting is placed over the mounting portion of the reinforcing bar cage to form a plurality of upper vertical main bars. The upper main bar placed on the horizontal bar is connected between the upper hooks of the ribs, and the upper vertical bar placed on the horizontal bar is bound and connected to the hook and upper horizontal bar. A unique method of assembling beam reinforcement.
態で且つ側筋部が他方の鉄筋籠の内方に位置せしめて重
合状態として、梁形成個所に組立てた溝状の型枠内の中
空に位置せしめてなる請求項3記載の梁鉄筋の組立工
法。4. A groove-shaped formwork assembled at a beam forming point, wherein the reinforcing rod cages according to claim 1 or 2 are arranged in a side-by-side state and side bars are positioned inside the other reinforcing rod cage so as to be superposed. 4. The method of assembling a beam reinforcing bar according to claim 3, wherein the beam reinforcing bar is positioned in a hollow space inside.
た横杆部の両端に結着杆部を縦設し、横杆部に頻り杆部
を適宜間隔で下方に突設して下部主筋嵌合部を形成した
ことを特徴とする梁鉄筋用金具。5. A lower main reinforcing bar, wherein connecting rods are vertically provided at both ends of a horizontal bar corresponding to the width of a rib reinforcing bar in a beam reinforcing bar, and the horizontal bars are frequently protruded downward at appropriate intervals. A metal fitting for a beam reinforcing bar, wherein a fitting portion is formed.
ると共に、主筋間隔で上下二段に配置した横杆部と、横
杆部の両端に縦設した結着杆部と、上部横杆部に適宜間
隔で上方に頻り杆を突設して形成した上段下部主筋嵌合
部と、下部横杆部に適宜間隔で下方に頻り杆を突設して
形成した下段下部主筋嵌合部とを備えてなることを特徴
とする梁鉄筋用金具。6. A horizontal rod portion corresponding to the width of a rib reinforcing bar in a beam reinforcing bar and arranged in two stages in an upper and lower direction at intervals of a main reinforcing bar, a connecting rod portion vertically provided at both ends of the horizontal rod portion, and an upper horizontal rod portion. An upper lower main bar fitting portion formed by projecting frequent rods upward at appropriate intervals, and a lower lower main bar fitting portion formed by projecting frequent rods downward at appropriate intervals to the lower horizontal rod portion. A metal fitting for beam reinforcement, comprising:
したコ状に形成すると共に、立ち上げた側筋部の上部を
鉤形状とした肋鉄筋を適宜間隔で縦列し、縦列した肋鉄
筋を補助縦杆と溶接して連結して全体を籠状に形成した
鉄筋籠を、梁形成個所に組立てた溝状の型枠内に置いた
ベース体上に載置し、前記鉄筋籠を型枠内の中空に位置
せしめ、長尺の下部縦主筋複数本を鉄筋籠内の下部筋部
上に載置し、請求項5記載の金具を使用して、各下部縦
主筋を金具の嵌合部に密嵌合し、金具結着杆部を肋鉄筋
の側筋部に結び付け、然る後、上部横主筋及び上部縦主
筋を組み込んでなることを特徴とする梁鉄筋の組立工
法。7. A lower rebar having both sides raised to form a U-shape with an open upper part, and a plurality of rib-shaped rebars having a hook-shaped upper part of the raised side muscles are tandemly arranged at appropriate intervals. The rebar cage formed by welding the rebars to the auxiliary vertical rods and connecting them as a whole to a cage is placed on a base body placed in a groove-shaped formwork assembled at a beam forming place, and the rebar cage is removed. A plurality of long lower vertical main bars are placed on the lower reinforcing bar inside the reinforcing bar cage, and each lower vertical main bar is fitted with a metal fitting by using the metal fitting according to claim 5. A method of assembling a beam reinforcing bar, wherein the fitting bar is tightly fitted to the joint portion, and the fitting connecting rod portion is connected to the side bar portion of the rib bar, and thereafter, the upper horizontal bar and the upper vertical bar are incorporated.
したコ状に形成すると共に、立ち上げた側筋部の上部を
鉤形状とした肋鉄筋を適宜間隔で縦列し、縦列した肋鉄
筋を補助縦杆と溶接して連結して全体を籠状に形成した
鉄筋籠を、梁形成個所に組立てた溝状の型枠内に位置せ
しめたベース体上に載置し、前記鉄筋籠を型枠内の中空
に位置せしめ、長尺の下部下段縦主筋複数本を鉄筋籠内
の下部筋部上に載置し、請求項6記載の金具を使用し
て、下段下部縦主筋を金具の嵌合部に密嵌合し、金具結
着杆部を肋鉄筋の側筋部に結び付け、上段下部縦主筋を
金具の上部横杆部上に載置すると共に、嵌合部に密嵌合
し、然る後、上部横主筋及び上部縦主筋を組み込んでな
ることを特徴とする梁鉄筋の組立工法。8. A lower rebar having both sides raised to form a U-shape with an open upper part, and a plurality of rib-shaped rebars having the upper parts of the raised side muscles hooked are arranged at appropriate intervals. A reinforcing bar cage formed by welding a reinforcing bar to an auxiliary vertical rod and connecting the entire bar into a cage shape is placed on a base body positioned in a groove-shaped formwork assembled at a beam forming portion, and Is positioned in the hollow in the formwork, and a plurality of long lower lower vertical main reinforcing bars are placed on the lower reinforcing bar in the reinforcing bar cage, and the lower lower vertical main reinforcing bar is mounted using the metal fitting according to claim 6. Close fitting to the fitting part of the fitting, tie the fitting connecting rod part to the side streaks of the rib rebar, place the upper lower vertical main bar on the upper horizontal rod part of the fitting, and tightly fit the fitting part And thereafter, an upper horizontal main bar and an upper vertical main bar are incorporated.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP36186397A JPH11141134A (en) | 1997-09-03 | 1997-12-09 | Beam rib reinforcing cage, fitting for beam reinforcing bar, and assembling method of beam reinforcing bar |
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP9-255967 | 1997-09-03 | ||
JP25596797 | 1997-09-03 | ||
JP36186397A JPH11141134A (en) | 1997-09-03 | 1997-12-09 | Beam rib reinforcing cage, fitting for beam reinforcing bar, and assembling method of beam reinforcing bar |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH11141134A true JPH11141134A (en) | 1999-05-25 |
Family
ID=26542498
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP36186397A Pending JPH11141134A (en) | 1997-09-03 | 1997-12-09 | Beam rib reinforcing cage, fitting for beam reinforcing bar, and assembling method of beam reinforcing bar |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH11141134A (en) |
Cited By (9)
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---|---|---|---|---|
CN102051931A (en) * | 2011-01-13 | 2011-05-11 | 北京交通大学 | Steel reinforcement cage for multi-ribbed composite wall and method for installing steel reinforcement cage |
JP2013019240A (en) * | 2011-07-14 | 2013-01-31 | Showa Engineering Kk | Welded reinforcement unit for foundation |
CN103397778A (en) * | 2013-04-27 | 2013-11-20 | 瑞华建设集团有限公司 | Method for constructing high-rise commercial and residential building structure transfer floor |
CN103510701A (en) * | 2013-09-09 | 2014-01-15 | 中铁二十二局集团第四工程有限公司 | Whole steel bar binding pedestal |
KR20210035007A (en) * | 2019-09-23 | 2021-03-31 | 황성섭 | Frame assembly device for building beam |
KR20210035005A (en) * | 2019-09-23 | 2021-03-31 | 황성섭 | Steel reinforcement assembly device for building columns |
CN114042825A (en) * | 2021-10-30 | 2022-02-15 | 山东豪迈机械制造有限公司 | Automatic production method and device of steel reinforcement cage for high-speed rail track slab |
KR20220074361A (en) * | 2020-11-27 | 2022-06-03 | (주)삼현비앤이 | Method of constructing bridge girder with controlled interval between sheaths and interval fixing device used therein |
CN115492313A (en) * | 2022-10-09 | 2022-12-20 | 上海隧道工程有限公司 | Method for manufacturing underground engineering precast beam reinforcement framework sections |
-
1997
- 1997-12-09 JP JP36186397A patent/JPH11141134A/en active Pending
Cited By (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102051931A (en) * | 2011-01-13 | 2011-05-11 | 北京交通大学 | Steel reinforcement cage for multi-ribbed composite wall and method for installing steel reinforcement cage |
JP2013019240A (en) * | 2011-07-14 | 2013-01-31 | Showa Engineering Kk | Welded reinforcement unit for foundation |
CN103397778A (en) * | 2013-04-27 | 2013-11-20 | 瑞华建设集团有限公司 | Method for constructing high-rise commercial and residential building structure transfer floor |
CN103510701A (en) * | 2013-09-09 | 2014-01-15 | 中铁二十二局集团第四工程有限公司 | Whole steel bar binding pedestal |
KR20210035007A (en) * | 2019-09-23 | 2021-03-31 | 황성섭 | Frame assembly device for building beam |
KR20210035005A (en) * | 2019-09-23 | 2021-03-31 | 황성섭 | Steel reinforcement assembly device for building columns |
KR20220074361A (en) * | 2020-11-27 | 2022-06-03 | (주)삼현비앤이 | Method of constructing bridge girder with controlled interval between sheaths and interval fixing device used therein |
CN114042825A (en) * | 2021-10-30 | 2022-02-15 | 山东豪迈机械制造有限公司 | Automatic production method and device of steel reinforcement cage for high-speed rail track slab |
CN115492313A (en) * | 2022-10-09 | 2022-12-20 | 上海隧道工程有限公司 | Method for manufacturing underground engineering precast beam reinforcement framework sections |
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