JPH10611A - Manufacturing method of U-shaped groove, reinforcing bar cage and spacer - Google Patents
Manufacturing method of U-shaped groove, reinforcing bar cage and spacerInfo
- Publication number
- JPH10611A JPH10611A JP15668196A JP15668196A JPH10611A JP H10611 A JPH10611 A JP H10611A JP 15668196 A JP15668196 A JP 15668196A JP 15668196 A JP15668196 A JP 15668196A JP H10611 A JPH10611 A JP H10611A
- Authority
- JP
- Japan
- Prior art keywords
- reinforcing bar
- spacer
- horizontal
- vertical
- reinforcing
- 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
Links
Landscapes
- Sewage (AREA)
- Reinforcement Elements For Buildings (AREA)
- Wire Processing (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
Abstract
(57)【要約】
【課題】 底部の鉄筋を二重構造に形成して、コンクリ
ートの強度を向上させたU字溝の製造方法を提供する。
【解決手段】 U字溝の底部及び両側部の形状に対応す
るU字形の横鉄筋2と長手方向に沿った縦鉄筋3とを各
々直交状態に複数本配筋した鉄筋籠1を所定の型枠内に
所定のスペーサを介して納め、この型枠内にコンクリー
トを打設するU字溝の製造方法であって、横筋6と縦筋
7とを格子状に組んだ前記底部形状に対応する補助鉄筋
8を前記スペーサを利用して前記鉄筋籠1の底部位置に
所定の間隔をもって二重構造に支持させる。
(57) [Problem] To provide a method of manufacturing a U-shaped groove in which the reinforcing steel at the bottom is formed in a double structure to improve the strength of concrete. SOLUTION: A reinforcing bar cage 1 in which a plurality of U-shaped horizontal reinforcing bars 2 corresponding to the shape of the bottom portion and both side portions of a U-shaped groove and a plurality of vertical reinforcing bars 3 extending in the longitudinal direction are arranged in a mutually orthogonal state is provided in a predetermined shape. A method of manufacturing a U-shaped groove which is placed in a frame via a predetermined spacer and casts concrete in the formwork, and corresponds to the bottom shape in which the horizontal stripes 6 and the vertical stripes 7 are assembled in a lattice. The auxiliary reinforcing bar 8 is supported in a double structure at a bottom position of the reinforcing bar cage 1 at a predetermined interval by using the spacer.
Description
【0001】[0001]
【発明の属する技術分野】本発明は、U字溝の製造方法
と鉄筋籠及びスペーサに関し、更に詳しくは、所定のス
ペーサを使用して、底部が二重構造の鉄筋籠を配設した
U字溝の製造方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 method of manufacturing a U-shaped groove, a reinforcing cage and a spacer, and more particularly, to a U-shaped cage having a double-layered reinforcing cage using a predetermined spacer. The present invention relates to a method for manufacturing a groove.
【0002】[0002]
【従来の技術】従来、U字溝を製造する場合には、U字
形の横鉄筋と長手方向の縦鉄筋とをスペーサを介して直
交状態に複数本配設し、所定の形状の鉄筋籠を形成し
て、この鉄筋籠を所定の型枠に配設してから、型枠内に
コンクリートを打設してU字溝を形成している。2. Description of the Related Art Conventionally, in the case of manufacturing a U-shaped groove, a plurality of U-shaped horizontal reinforcing bars and longitudinal reinforcing bars are arranged orthogonally via a spacer, and a reinforcing bar cage having a predetermined shape is formed. After forming the reinforcing bar cage in a predetermined formwork, concrete is poured into the formwork to form a U-shaped groove.
【0003】[0003]
【発明が解決しようとする課題】この従来例のU字溝に
おいては、底部に横鉄筋と縦鉄筋とが一重の状態で配設
されていることから、コンクリートの強度が比較的低
く、大地震の際等において、底部に亀裂が生じたりする
おそれがあるという問題点を有していた。In the conventional U-shaped groove, since the horizontal reinforcing bar and the vertical reinforcing bar are disposed at the bottom in a single state, the strength of the concrete is relatively low, and a large earthquake occurs. In such a case, there is a problem that a crack may be generated at the bottom.
【0004】従って、従来例におけるU字溝において
は、底部の鉄筋を複数層に形成して、コンクリートの強
度を向上させることに解決しなければならない課題を有
している。[0004] Therefore, in the conventional U-shaped groove, there is a problem to be solved to improve the strength of concrete by forming the bottom reinforcing bar in a plurality of layers.
【0005】[0005]
【課題を解決するための手段】前記従来例の課題を解決
する具体的手段として本発明は、U字溝の底部及び両側
部の形状に対応するU字形の横鉄筋と長手方向に沿った
縦鉄筋とを各々直交状態に複数本配筋した鉄筋籠を所定
の型枠内に所定のスペーサを介して納め、該型枠内にコ
ンクリートを打設するU字溝の製造方法であって、横筋
と縦筋とを格子状に組んだ前記底部形状に対応する補助
鉄筋を前記スペーサを利用して前記鉄筋籠の底部位置に
所定の間隔をもって二重構造に支持させたことを特徴と
するU字溝の製造方法を提供するものである。As a specific means for solving the above-mentioned problems of the prior art, the present invention provides a U-shaped horizontal reinforcing bar corresponding to the shape of the bottom and both sides of the U-shaped groove and a longitudinally extending bar along the longitudinal direction. A method of manufacturing a U-shaped groove, in which a plurality of reinforcing bars each having a plurality of reinforcing bars arranged in an orthogonal state are placed in a predetermined form via a predetermined spacer, and concrete is poured into the form. U-shaped, wherein an auxiliary reinforcing bar corresponding to the bottom shape, in which the reinforcing bar and the vertical bar are assembled in a lattice shape, is supported in a double structure at a predetermined position at the bottom position of the reinforcing bar cage by using the spacer. A method for manufacturing a groove is provided.
【0006】また、本発明は、U字溝の底部及び両側部
の形状に対応するU字形の横鉄筋と長手方向に沿った縦
鉄筋とを各々直交状態に複数本配筋した鉄筋籠と、横筋
と縦筋とを格子状に組んだ前記底部形状に対応する補助
鉄筋とからなり、前記鉄筋籠の底部に型枠との間隔を維
持するスペーサを利用して、前記補助鉄筋を所定の間隔
をもって配設し、底部を二重構造に形成したことを特徴
とする鉄筋籠を提供するものである。Further, the present invention provides a reinforcing bar cage in which a plurality of U-shaped horizontal reinforcing bars corresponding to the shape of the bottom portion and both side portions of the U-shaped groove and a plurality of vertical reinforcing bars along the longitudinal direction are arranged in an orthogonal state. An auxiliary reinforcing bar corresponding to the bottom shape in which a horizontal bar and a vertical bar are assembled in a lattice shape, and using a spacer for maintaining a space between the reinforcing bar and a formwork at a bottom portion of the reinforcing bar cage, the auxiliary reinforcing bar is provided at a predetermined interval. The present invention provides a rebar basket characterized by having a bottom portion formed in a double structure.
【0007】更に、本発明は、横鉄筋と縦鉄筋とを直交
状態に複数本配筋した複数の鉄筋籠を型枠内に所定の間
隔をもって配設するためのスペーサであって、該スペー
サは、一つの鉄筋籠の横鉄筋及び縦鉄筋を各々狭持する
ための第一及び第二の狭持部と、他の鉄筋籠の横鉄筋又
は縦鉄筋の何れかを狭持するための第三の狭持部とを本
体部を介して一体に形成したことを特徴とするスペーサ
を提供するものである。Further, the present invention is a spacer for arranging a plurality of reinforcing bar cages in which a plurality of horizontal reinforcing bars and vertical reinforcing bars are arranged in an orthogonal state at a predetermined interval in a formwork. A first and a second holding portion for respectively holding a horizontal reinforcing bar and a vertical reinforcing bar of one reinforcing cage, and a third holding portion for holding either the horizontal reinforcing bar or the vertical reinforcing bar of another reinforcing cage. And a holding portion formed integrally with the holding portion via a main body portion.
【0008】更にまた、本発明は、横鉄筋と縦鉄筋とを
直交状態に複数本配筋した複数の鉄筋籠を型枠内に所定
の間隔をもって配設するためのスペーサであって、該ス
ペーサは、一つの鉄筋籠の横鉄筋又は縦鉄筋の端部を挿
入する第一の挿入部と、他の鉄筋籠の横鉄筋又は縦鉄筋
の端部を挿入する第二の挿入部とを本体部を介して一体
に形成したことを特徴とするスペーサを提供するもので
ある。Further, the present invention is a spacer for arranging a plurality of reinforcing bar cages in which a plurality of horizontal reinforcing bars and a plurality of vertical reinforcing bars are arranged in an orthogonal state at a predetermined interval in a formwork. The main body portion of the first insertion portion for inserting the end of the horizontal reinforcing bar or the vertical reinforcing bar of one reinforcing cage, and the second inserting portion for inserting the end of the horizontal reinforcing bar or the vertical reinforcing bar of the other reinforcing cage. And a spacer which is formed integrally with the spacer.
【0009】[0009]
【発明の実施の形態】次に、本発明のU字溝の製造方法
及びその製造方法に用いる鉄筋籠の一例について図面を
参照しながら説明する。まず、図1から図4において、
符号1は鉄筋籠を示し、この鉄筋籠1は、U字溝のコン
クリート製品中に埋設されるものであって、そのU字溝
の底部及び両側部の形状に対応するU字形の横鉄筋2
と、長手方向に沿った縦鉄筋3とを各々直交状態に複数
本配筋して形成されており、該鉄筋籠1は、所定の型枠
4内に所定のスペーサ5を介して配設されるものであ
る。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Next, an example of a method for manufacturing a U-shaped groove according to the present invention and an example of a reinforcing cage used in the method will be described with reference to the drawings. First, in FIGS. 1 to 4,
Reference numeral 1 denotes a reinforcing bar cage. The reinforcing bar cage 1 is buried in a concrete product having a U-shaped groove, and has a U-shaped horizontal reinforcing bar 2 corresponding to the shape of the bottom and both sides of the U-shaped groove.
And a plurality of vertical reinforcing bars 3 extending in the longitudinal direction are arranged in a mutually orthogonal state, and the reinforcing bar cage 1 is disposed in a predetermined formwork 4 via a predetermined spacer 5. Things.
【0010】形成されるU字溝の底部を補強する目的
で、鉄筋籠1の底部位置には、横筋6と縦筋7とを格子
状に組んで前記底部形状に対応させた補助鉄筋8を前記
スペーサ5を利用して所定の間隔を開けて配設し、底部
を二重構造の鉄筋に形成している。For the purpose of reinforcing the bottom of the U-shaped groove to be formed, an auxiliary reinforcing bar 8 corresponding to the bottom shape is formed at the bottom of the reinforcing bar 1 by assembling a horizontal bar 6 and a vertical bar 7 in a lattice shape. The spacers 5 are disposed at predetermined intervals, and the bottom is formed as a double-structured reinforcing bar.
【0011】このように底部が二重構造に形成された鉄
筋籠1を所定の型枠4内に納め、該型枠4内にコンクリ
ートを打設して、底部の鉄筋が二重になっているU字溝
を製造することにより、底部のコンクリート強度を向上
させることができるのである。[0011] The reinforcing bar cage 1 having the double bottom structure as described above is placed in a predetermined form 4 and concrete is poured into the form 4 so that the reinforcing bar at the bottom is doubled. By producing a U-shaped groove, the concrete strength at the bottom can be improved.
【0012】次に、以上のようなU字溝の製造方法及び
鉄筋籠を支持するために使用されるスペーサについて説
明する。このスペーサ9は、図5及び図6に示すよう
に、前記鉄筋籠1の横鉄筋2を狭持する第一の狭持部1
0と、縦鉄筋3を狭持する第二の狭持部11と、前記補
助鉄筋8の縦筋7を狭持する第三の狭持部12とが本体
部13を介して設けられており、全体的にプラスチック
等の合成樹脂材から一体に形成されている。Next, a method of manufacturing the above-described U-shaped groove and a spacer used to support the reinforcing cage will be described. As shown in FIGS. 5 and 6, the spacer 9 includes a first holding portion 1 for holding the horizontal reinforcing bar 2 of the reinforcing bar 1.
0, a second holding portion 11 for holding the vertical reinforcing bar 3, and a third holding portion 12 for holding the vertical bar 7 of the auxiliary reinforcing bar 8 are provided via the main body portion 13. Are formed integrally from a synthetic resin material such as plastic.
【0013】第一の狭持部10は、下方向に開口部14
を有し、左右の狭持片15の先端が各々内側に折曲され
て保持部16が形成されると共に、全体的に弾性を有し
て形成されている。The first holding portion 10 has an opening 14 facing downward.
The holding portions 16 are formed by bending the distal ends of the left and right holding pieces 15 inwardly, respectively, and are formed with elasticity as a whole.
【0014】第二の狭持部11は、前記第一の狭持部1
0と隣接した位置に形成され、上方向に開口部17を有
して略コ字状に形成されている。そして、この第二の狭
持部11は、第一の狭持部10に狭持された横鉄筋2と
直交する方向に縦鉄筋3を狭持するように形成されてい
る。The second holding portion 11 is provided with the first holding portion 1.
It is formed at a position adjacent to 0 and has a substantially U-shape having an opening 17 in the upward direction. The second holding portion 11 is formed so as to hold the vertical reinforcing bar 3 in a direction orthogonal to the horizontal reinforcing bar 2 held by the first holding portion 10.
【0015】第一の狭持部10及び第二の狭持部11に
は、所定の長さを有する本体部13が設けられており、
この本体部13の上端は、先端部18に向かってテーパ
ー状に形成されている。The first holding portion 10 and the second holding portion 11 are provided with a main body portion 13 having a predetermined length.
The upper end of the main body 13 is tapered toward the tip 18.
【0016】本体部13の所定の位置には、第三の狭持
部12が設けられている。この第三の狭持部12は、横
方向に開口部19を有し、上下の狭持片20の内側面に
は、各々テーパー状部21が形成され、このテーパー状
部21に隣接して保持部22が設けられている。At a predetermined position of the main body 13, a third holding portion 12 is provided. The third holding portion 12 has an opening 19 in the lateral direction, and tapered portions 21 are formed on the inner surfaces of the upper and lower holding pieces 20, respectively, and the third holding portion 12 is adjacent to the tapered portion 21. A holding section 22 is provided.
【0017】次に、スペーサの第2実施例について説明
する。この第2実施例のスペーサ23は、図7及び図8
に示すように、第一の狭持部10、第二の狭持部11及
び第三の狭持部12が前記第1実施例のスペーサ9と同
一形状に形成されているので、同一符号を付して説明は
省略する。Next, a second embodiment of the spacer will be described. The spacer 23 of the second embodiment is similar to the spacer 23 shown in FIGS.
As shown in FIG. 5, the first holding portion 10, the second holding portion 11, and the third holding portion 12 are formed in the same shape as the spacer 9 of the first embodiment, and thus the same reference numerals are used. The description is omitted here.
【0018】このスペーサ23は、図7に示すように、
本体部24の略中央位置から下端側が所定の角度をもっ
て折曲して形成されている。This spacer 23 is, as shown in FIG.
The lower end of the main body 24 is bent at a predetermined angle from a substantially central position.
【0019】このように、本体部24が折曲して形成さ
れているので、図7に示すように、鉄筋籠1の横鉄筋2
と補助鉄筋8の横筋6とが上下同一位置に配設されてい
る場合に、横筋6を迂回してスペーサ23を配設するこ
とができるのである。As described above, since the main body portion 24 is formed by bending, as shown in FIG.
When the horizontal bar 6 of the auxiliary reinforcing bar 8 and the horizontal bar 6 are disposed at the same position in the vertical direction, the spacer 23 can be disposed around the horizontal bar 6.
【0020】次に、スペーサの第3実施例について説明
する。この第3実施例のスペーサ25は、鉄筋籠1の縦
鉄筋3の端部と、補助鉄筋8の縦筋7の端部とを所定の
間隔を維持させて配設するためのものである。Next, a third embodiment of the spacer will be described. The spacer 25 according to the third embodiment is for disposing the end of the vertical reinforcing bar 3 of the reinforcing bar cage 1 and the end of the vertical reinforcing bar 7 of the auxiliary reinforcing bar 8 at a predetermined interval.
【0021】この第3実施例のスペーサ25は、図9か
ら図12に示すように、横方向に開口部26を有し縦鉄
筋3の端部3aを挿入するの第一の挿入部27と、この
第一の挿入部27と一体的に形成され所定の長さを有す
る本体部28と、この本体部28の所定の位置に形成さ
れ前記第一の挿入部27と同一方向の開口部29を有し
且つ縦筋7の端部7aを挿入する第二の挿入部30とか
ら構成される。As shown in FIGS. 9 to 12, the spacer 25 of the third embodiment has an opening 26 in the horizontal direction and a first insertion portion 27 for inserting the end 3a of the vertical reinforcing bar 3. A main body portion 28 formed integrally with the first insertion portion 27 and having a predetermined length; and an opening portion 29 formed at a predetermined position of the main body portion 28 and in the same direction as the first insertion portion 27. And a second insertion portion 30 into which the end 7a of the vertical streak 7 is inserted.
【0022】次に、前記第1から第3実施例のスペーサ
を用いて、鉄筋籠1の底部位置に補助鉄筋8を所定の間
隔をもって配設する方法について説明する。まず、U字
溝の底部及び両側部の形状に対応するU字形の横鉄筋2
と長手方向に沿った縦鉄筋3とを各々直交状態に複数本
配筋した鉄筋籠1を所定のスペーサを介して形成してお
く。Next, a method of arranging auxiliary reinforcing bars 8 at predetermined positions at the bottom portion of the reinforcing bar cage 1 using the spacers of the first to third embodiments will be described. First, a U-shaped horizontal reinforcing bar 2 corresponding to the shape of the bottom and both sides of the U-shaped groove
And a plurality of longitudinal reinforcing bars 3 extending in the longitudinal direction are arranged in a perpendicular manner, and a reinforcing bar cage 1 is formed via a predetermined spacer.
【0023】そして、前記直交位置31の縦鉄筋3にス
ペーサ9の第二の狭持部11を狭持させてから、横鉄筋
2に第一の狭持部10の開口部14を当接させて、保持
部16まで挿入する。After the second holding portion 11 of the spacer 9 is held by the vertical reinforcing bar 3 at the orthogonal position 31, the opening 14 of the first holding portion 10 is brought into contact with the horizontal reinforcing bar 2. Then, it is inserted up to the holding portion 16.
【0024】更に、予め横筋6と縦筋7とを格子状に組
んだ補助鉄筋8を前記底部位置に近接させてから、縦筋
7を第三の狭持部12に挿入する。Further, after the auxiliary reinforcing bar 8 in which the horizontal bar 6 and the vertical bar 7 are assembled in a lattice shape is brought close to the bottom position, the vertical bar 7 is inserted into the third holding portion 12.
【0025】この時、横鉄筋2と横筋6とが上下同一の
位置ある場合には、前述のように、前記第2実施例のス
ペーサ23を用いて、横筋6を迂回してスペーサ23を
配設すればよい。At this time, when the horizontal reinforcing bar 2 and the horizontal bar 6 are located at the same position in the vertical direction, as described above, the spacer 23 is disposed around the horizontal bar 6 by using the spacer 23 of the second embodiment. Just set it.
【0026】そして、縦鉄筋3及び縦筋7の各々の端部
3a、7aには、前記第3実施例のスペーサ25の第一
の挿入部27及び第二の挿入部30を各々挿入する。The first insertion portion 27 and the second insertion portion 30 of the spacer 25 of the third embodiment are inserted into the respective ends 3a and 7a of the vertical reinforcing bar 3 and the vertical bar 7, respectively.
【0027】以上のように形成した鉄筋籠1を所定の型
枠4内に納めてコンクリートを打設すれば、底部の鉄筋
が二重のU字溝を製造することができ、底部のコンクリ
ート強度を向上させることができるのである。If the reinforcing bar cage 1 formed as described above is placed in a predetermined formwork 4 and cast concrete, the reinforcing bar at the bottom can produce a double U-shaped groove and the concrete strength at the bottom can be increased. Can be improved.
【0028】尚、図示の補助鉄筋8は、平板状のものを
用いているが、必ずしもこの形状に限定されることはな
く、例えば、補助鉄筋を鉄筋籠1と同型状で且つ小形の
ものを用いて、鉄筋籠1と所定の間隔をもって配設し、
U字溝の底部のみならず両側部の鉄筋も二重構造に形成
してもよいことは勿論である。Although the illustrated auxiliary reinforcing bar 8 has a flat shape, it is not necessarily limited to this shape. For example, an auxiliary reinforcing bar having the same shape and a small size as the reinforcing bar cage 1 is used. Using it, it is arranged at a predetermined interval from the reinforcing bar 1
It goes without saying that not only the bottom of the U-shaped groove but also the reinforcing bars on both sides may be formed in a double structure.
【0029】[0029]
【発明の効果】以上説明したように本発明に係るU字溝
の製造方法は、U字溝の底部及び両側部の形状に対応す
るU字形の横鉄筋と長手方向に沿った縦鉄筋とを各々直
交状態に複数本配筋した鉄筋籠を所定の型枠内に所定の
スペーサを介して納め、該型枠内にコンクリートを打設
するU字溝の製造方法であって、横筋と縦筋とを格子状
に組んだ前記底部形状に対応する補助鉄筋を前記スペー
サを利用して前記鉄筋籠の底部位置に所定の間隔をもっ
て二重構造に支持させたことによって、底部の鉄筋が二
重のU字溝を製造することができるので、コンクリート
の強度が向上し、地震の際等における耐久性が高いとい
う優れた効果を奏する。As described above, the method of manufacturing a U-shaped groove according to the present invention comprises the steps of forming a U-shaped horizontal reinforcing bar corresponding to the shape of the bottom and both sides of the U-shaped groove and a vertical reinforcing bar along the longitudinal direction. A method of manufacturing a U-shaped groove in which a plurality of reinforcing rod cages each arranged in an orthogonal state are put in a predetermined form via a predetermined spacer, and concrete is poured into the form, comprising a horizontal line and a vertical line. By supporting the reinforcing bars corresponding to the bottom shape formed in a lattice shape at a bottom position of the reinforcing bar cage with a predetermined interval using the spacers, the reinforcing bar at the bottom is doubled. Since the U-shaped groove can be manufactured, the strength of the concrete is improved, and an excellent effect of high durability in an earthquake or the like is exerted.
【0030】また、本発明に係る鉄筋籠は、U字溝の底
部及び両側部の形状に対応するU字形の横鉄筋と長手方
向に沿った縦鉄筋とを各々直交状態に複数本配筋した鉄
筋籠と、横筋と縦筋とを格子状に組んだ前記底部形状に
対応する補助鉄筋とからなり、前記鉄筋籠の底部に型枠
との間隔を維持するスペーサを利用して、前記補助鉄筋
を所定の間隔をもって配設し、底部を二重構造に形成し
たことによって、この鉄筋籠を所定の型枠内に納めてコ
ンクリートを打設すれば、底部の鉄筋が二重のU字溝を
製造することができるので、コンクリートの強度が向上
するという優れた効果を奏する。Further, in the reinforcing bar cage according to the present invention, a plurality of U-shaped horizontal reinforcing bars corresponding to the shape of the bottom portion and both side portions of the U-shaped groove and a plurality of vertical reinforcing bars along the longitudinal direction are arranged orthogonally. The reinforcing bar comprises a reinforcing bar and an auxiliary reinforcing bar corresponding to the bottom shape in which a horizontal bar and a vertical bar are assembled in a lattice shape. Are arranged at predetermined intervals, and the bottom is formed in a double structure.If this rebar basket is placed in a predetermined form and concrete is cast, the reinforcing bar at the bottom forms a double U-shaped groove. Since it can be manufactured, there is an excellent effect that the strength of concrete is improved.
【0031】更に、本発明に係るスペーサは、横鉄筋と
縦鉄筋とを直交状態に複数本配筋した複数の鉄筋籠を型
枠内に所定の間隔をもって配設するためのスペーサであ
って、該スペーサは、一つの鉄筋籠の横鉄筋及び縦鉄筋
を各々狭持するための第一及び第二の狭持部と、他の鉄
筋籠の横鉄筋又は縦鉄筋の何れかを狭持するための第三
の狭持部とを本体部を介して一体に形成したことによっ
て、複数の鉄筋籠を所定の間隔を維持させて配設するこ
とができるという優れた効果を奏する。Further, the spacer according to the present invention is a spacer for arranging a plurality of reinforcing bar cages in which a plurality of horizontal reinforcing bars and vertical reinforcing bars are arranged in an orthogonal state at a predetermined interval in a mold. The spacers are for holding the horizontal reinforcing bar and the vertical reinforcing bar of one reinforcing bar respectively, and the first and second holding portions for holding the horizontal reinforcing bar and the vertical reinforcing bar of the other reinforcing bar. By forming the third holding portion integrally with the third holding portion via the main body portion, there is an excellent effect that a plurality of rebar baskets can be arranged while maintaining a predetermined interval.
【0032】更にまた、本発明に係るスペーサは、横鉄
筋と縦鉄筋とを直交状態に複数本配筋した複数の鉄筋籠
を型枠内に所定の間隔をもって配設するためのスペーサ
であって、該スペーサは、一つの鉄筋籠の横鉄筋又は縦
鉄筋の端部を挿入する第一の挿入部と、他の鉄筋籠の横
鉄筋又は縦鉄筋の端部を挿入する第二の挿入部とを本体
部を介して一体に形成したことによって、複数の鉄筋籠
の端部を所定の間隔を維持させて配設することができる
という種々の優れた効果を奏する。Further, the spacer according to the present invention is a spacer for arranging a plurality of reinforcing bar cages in which a plurality of horizontal reinforcing bars and vertical reinforcing bars are arranged in an orthogonal state at a predetermined interval in a formwork. The spacer has a first insertion portion for inserting an end of a horizontal reinforcing bar or a vertical reinforcing bar of one reinforcing cage, and a second inserting portion for inserting an end of a horizontal reinforcing bar or a vertical reinforcing bar of another reinforcing cage. Are formed integrally with each other via the main body, thereby providing various excellent effects that the ends of the plurality of reinforcing bars can be arranged while maintaining a predetermined interval.
【図1】鉄筋籠と補助鉄筋を示す斜視図である。FIG. 1 is a perspective view showing a reinforcing bar cage and auxiliary reinforcing bars.
【図2】鉄筋籠を型枠に納めた状態を説明する断面図で
ある。FIG. 2 is a cross-sectional view illustrating a state in which a reinforcing cage is placed in a formwork.
【図3】鉄筋籠の平面図である。FIG. 3 is a plan view of a reinforcing rod cage.
【図4】鉄筋籠にスペーサを介して補助鉄筋を配設する
状態を示す説明図である。FIG. 4 is an explanatory diagram showing a state in which auxiliary reinforcing bars are arranged on a reinforcing bar basket via spacers.
【図5】本発明に係るスペーサの第1実施例の正面図で
ある。FIG. 5 is a front view of a first embodiment of the spacer according to the present invention.
【図6】本発明に係るスペーサの第1実施例の側面図で
ある。FIG. 6 is a side view of a first embodiment of the spacer according to the present invention.
【図7】本発明に係るスペーサの第2実施例の正面図で
ある。FIG. 7 is a front view of a second embodiment of the spacer according to the present invention.
【図8】本発明に係るスペーサの第2実施例の側面図で
ある。FIG. 8 is a side view of a second embodiment of the spacer according to the present invention.
【図9】本発明に係るスペーサの第3実施例の正面図で
ある。FIG. 9 is a front view of a third embodiment of the spacer according to the present invention.
【図10】本発明に係るスペーサの第3実施例の側面図
である。FIG. 10 is a side view of a third embodiment of the spacer according to the present invention.
【図11】本発明に係るスペーサの第3実施例の背面図
である。FIG. 11 is a rear view of a third embodiment of the spacer according to the present invention.
【図12】図11のA−A線断面図である。FIG. 12 is a sectional view taken along line AA of FIG. 11;
1 鉄筋籠 2 横鉄筋 3 縦鉄筋 3a 端部 4 型枠 5 スペーサ 6 横筋 7 縦筋 7a 端部 8 補助鉄筋 9 スペーサ 10 第一の狭持部 11 第二の狭持部 12 第三の狭持部 13 本体部 14 開口部 15 狭持片 16 保持部 17 開口部 18 先端部 19 開口部 20 狭持片 21 テーパー状部 22 保持部 23 スペーサ 24 本体部 25 スペーサ 26 開口部 27 第一の挿入部 28 本体部 29 開口部 30 第二の挿入部 31 直交位置 DESCRIPTION OF SYMBOLS 1 Rebar basket 2 Horizontal rebar 3 Vertical rebar 3a End 4 Formwork 5 Spacer 6 Horizontal rebar 7 Vertical rebar 7a End 8 Auxiliary rebar 9 Spacer 10 First holding part 11 Second holding part 12 Third holding Part 13 Main body part 14 Opening part 15 Nipping piece 16 Holding part 17 Opening part 18 Tip part 19 Opening part 20 Nipping piece 21 Tapered part 22 Holding part 23 Spacer 24 Body part 25 Spacer 26 Opening 27 First insertion part 28 body part 29 opening part 30 second insertion part 31 orthogonal position
─────────────────────────────────────────────────────
────────────────────────────────────────────────── ───
【手続補正書】[Procedure amendment]
【提出日】平成8年7月9日[Submission date] July 9, 1996
【手続補正1】[Procedure amendment 1]
【補正対象書類名】明細書[Document name to be amended] Statement
【補正対象項目名】0028[Correction target item name] 0028
【補正方法】変更[Correction method] Change
【補正内容】[Correction contents]
【0028】尚、図示の補助鉄筋8は、平板状のものを
用いているが、必ずしもこの形状に限定されることはな
く、例えば、補助鉄筋を鉄筋籠1と同型状で且つ小形の
ものを用いて、鉄筋籠1と所定の間隔をもって配設し、
U字溝の底部のみならず両側部の鉄筋も二重構造に形成
してもよいことは勿論である。また、第1及び第2実施
例のスペーサ9、23は、鉄筋が二重構造でない場合で
も使用できることは勿論である。 Although the illustrated auxiliary reinforcing bar 8 has a flat shape, it is not necessarily limited to this shape. For example, an auxiliary reinforcing bar having the same shape and a small size as the reinforcing bar cage 1 is used. Using it, it is arranged at a predetermined interval from the reinforcing bar 1
It goes without saying that not only the bottom of the U-shaped groove but also the reinforcing bars on both sides may be formed in a double structure. In addition, the first and second implementations
The spacers 9 and 23 in the example are used when the reinforcing bar is not of a double structure.
Of course, it can also be used.
Claims (4)
るU字形の横鉄筋と長手方向に沿った縦鉄筋とを各々直
交状態に複数本配筋した鉄筋籠を所定の型枠内に所定の
スペーサを介して納め、該型枠内にコンクリートを打設
するU字溝の製造方法であって、横筋と縦筋とを格子状
に組んだ前記底部形状に対応する補助鉄筋を前記スペー
サを利用して前記鉄筋籠の底部位置に所定の間隔をもっ
て二重構造に支持させたことを特徴とするU字溝の製造
方法。1. A cage having a plurality of U-shaped horizontal reinforcing bars corresponding to the shape of the bottom portion and both side portions of the U-shaped groove and a plurality of vertical reinforcing bars extending in the longitudinal direction arranged in a perpendicular manner in a predetermined form. A method of manufacturing a U-shaped groove in which concrete is poured into the formwork through a predetermined spacer, wherein the auxiliary reinforcing bar corresponding to the bottom shape in which a horizontal streak and a vertical streak are assembled in a grid. A method of manufacturing a U-shaped groove, wherein the U-shaped groove is supported at a bottom position of the rebar cage with a predetermined interval by using a spacer.
るU字形の横鉄筋と長手方向に沿った縦鉄筋とを各々直
交状態に複数本配筋した鉄筋籠と、横筋と縦筋とを格子
状に組んだ前記底部形状に対応する補助鉄筋とからな
り、前記鉄筋籠の底部に型枠との間隔を維持するスペー
サを利用して、前記補助鉄筋を所定の間隔をもって配設
し、底部を二重構造に形成したことを特徴とする鉄筋
籠。2. A reinforcing bar cage in which a plurality of U-shaped horizontal reinforcing bars corresponding to the shape of the bottom portion and both side portions of the U-shaped groove and a plurality of vertical reinforcing bars extending in the longitudinal direction are arranged in an orthogonal state, and a horizontal bar and a vertical bar. And an auxiliary reinforcing bar corresponding to the bottom shape formed in a lattice shape, and the auxiliary reinforcing bars are arranged at a predetermined interval at a bottom portion of the reinforcing bar cage by using a spacer that maintains an interval with a formwork. A reinforced cage with a double bottom structure.
筋した複数の鉄筋籠を型枠内に所定の間隔をもって配設
するためのスペーサであって、該スペーサは、一つの鉄
筋籠の横鉄筋及び縦鉄筋を各々狭持するための第一及び
第二の狭持部と、他の鉄筋籠の横鉄筋又は縦鉄筋の何れ
かを狭持するための第三の狭持部とを本体部を介して一
体に形成したことを特徴とするスペーサ。3. A spacer for arranging a plurality of reinforcing bar cages in which a plurality of horizontal reinforcing bars and a plurality of vertical reinforcing bars are arranged in an orthogonal state at a predetermined interval in a formwork, wherein the spacer comprises one reinforcing bar. First and second holding portions for holding the horizontal and vertical reinforcing bars of the basket, respectively, and a third holding portion for holding either the horizontal or vertical bars of the other reinforcing bars. And a spacer formed integrally with the body via a main body.
筋した複数の鉄筋籠を型枠内に所定の間隔をもって配設
するためのスペーサであって、該スペーサは、一つの鉄
筋籠の横鉄筋又は縦鉄筋の端部を挿入する第一の挿入部
と、他の鉄筋籠の横鉄筋又は縦鉄筋の端部を挿入する第
二の挿入部とを本体部を介して一体に形成したことを特
徴とするスペーサ。4. A spacer for arranging a plurality of reinforcing bar cages in which a plurality of horizontal reinforcing bars and a plurality of vertical reinforcing bars are arranged in an orthogonal state at a predetermined interval in a formwork, wherein the spacer comprises one reinforcing bar. The first insertion portion for inserting the end of the horizontal reinforcing bar or the vertical reinforcing bar of the basket, and the second inserting portion for inserting the end of the horizontal reinforcing bar or the vertical reinforcing bar of another reinforcing bar are integrally formed via the main body. A spacer characterized by being formed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP15668196A JPH10611A (en) | 1996-06-18 | 1996-06-18 | Manufacturing method of U-shaped groove, reinforcing bar cage and spacer |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP15668196A JPH10611A (en) | 1996-06-18 | 1996-06-18 | Manufacturing method of U-shaped groove, reinforcing bar cage and spacer |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH10611A true JPH10611A (en) | 1998-01-06 |
Family
ID=15633006
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP15668196A Pending JPH10611A (en) | 1996-06-18 | 1996-06-18 | Manufacturing method of U-shaped groove, reinforcing bar cage and spacer |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH10611A (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105855434A (en) * | 2016-03-24 | 2016-08-17 | 浙江大学城市学院 | Plate girder reinforcing cage integral forming shaping formwork and construction method |
| CN110180974A (en) * | 2019-05-18 | 2019-08-30 | 陕西建工第五建设集团有限公司 | A kind of building beam column steel reinforcement cage main reinforcement locating rack |
| CN110216229A (en) * | 2019-05-18 | 2019-09-10 | 陕西建工第五建设集团有限公司 | A kind of main reinforcement localization method based on building beam column steel reinforcement cage main reinforcement positioning mechanism |
| CN110216228A (en) * | 2019-05-18 | 2019-09-10 | 陕西建工第五建设集团有限公司 | Steel reinforcement cage binding method based on building beam column steel reinforcement cage binding operating platform |
| CN110216230A (en) * | 2019-05-18 | 2019-09-10 | 陕西建工第五建设集团有限公司 | A kind of steel reinforcement cage forming operation mechanism and method with matcoveredn |
| CN111842731A (en) * | 2020-07-22 | 2020-10-30 | 中建科技集团有限公司深圳分公司 | Steel cage auxiliary fixture and steel cage production equipment |
-
1996
- 1996-06-18 JP JP15668196A patent/JPH10611A/en active Pending
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105855434A (en) * | 2016-03-24 | 2016-08-17 | 浙江大学城市学院 | Plate girder reinforcing cage integral forming shaping formwork and construction method |
| CN110180974A (en) * | 2019-05-18 | 2019-08-30 | 陕西建工第五建设集团有限公司 | A kind of building beam column steel reinforcement cage main reinforcement locating rack |
| CN110216229A (en) * | 2019-05-18 | 2019-09-10 | 陕西建工第五建设集团有限公司 | A kind of main reinforcement localization method based on building beam column steel reinforcement cage main reinforcement positioning mechanism |
| CN110216228A (en) * | 2019-05-18 | 2019-09-10 | 陕西建工第五建设集团有限公司 | Steel reinforcement cage binding method based on building beam column steel reinforcement cage binding operating platform |
| CN110216230A (en) * | 2019-05-18 | 2019-09-10 | 陕西建工第五建设集团有限公司 | A kind of steel reinforcement cage forming operation mechanism and method with matcoveredn |
| CN111842731A (en) * | 2020-07-22 | 2020-10-30 | 中建科技集团有限公司深圳分公司 | Steel cage auxiliary fixture and steel cage production equipment |
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