JPH0592310U - Construction spacer - Google Patents

Construction spacer

Info

Publication number
JPH0592310U
JPH0592310U JP040186U JP4018692U JPH0592310U JP H0592310 U JPH0592310 U JP H0592310U JP 040186 U JP040186 U JP 040186U JP 4018692 U JP4018692 U JP 4018692U JP H0592310 U JPH0592310 U JP H0592310U
Authority
JP
Japan
Prior art keywords
holding portion
bar
spacer
attached
construction
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
Application number
JP040186U
Other languages
Japanese (ja)
Inventor
純荘 吉本
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.)
Marui Sangyo Co Ltd
Original Assignee
Marui Sangyo 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 Marui Sangyo Co Ltd filed Critical Marui Sangyo Co Ltd
Priority to JP040186U priority Critical patent/JPH0592310U/en
Publication of JPH0592310U publication Critical patent/JPH0592310U/en
Pending legal-status Critical Current

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  • Reinforcement Elements For Buildings (AREA)

Abstract

(57)【要約】 (修正有) 【目的】 構築工事において特に梁部の上方に形成する
ふかし部のふかし筋のコンクリートかぶりを確実に保持
でき、しかも溶接手間なく容易に鉄筋、H型梁部材に取
り付けることができる、高さ調整可能な構築用スペーサ
ーを提供する。 【構成】 下方に挾持部2を固着した筒型本体1に、上
方に保持部3を付設した支持杆4を上下に進退可能に垂
設する。
(57) [Summary] (Modified) [Purpose] In construction work, the concrete cover of the puffed bar of the puffed part formed above the beam can be reliably retained, and the reinforcing bar and H-shaped beam member can be easily welded without any trouble. A height adjustable build spacer that can be attached to the. [Structure] On a cylindrical main body 1 having a holding portion 2 fixed to a lower portion thereof, a support rod 4 having a holding portion 3 attached to the upper portion thereof is vertically movably provided.

Description

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

【0001】[0001]

【産業上の利用分野】[Industrial applications]

この考案は、構築工事において、特に梁部の上方にふかし部を形成する際のふ かし筋のコンクリートかぶり高さを保持するスペーサーに関する。 The present invention relates to a spacer for retaining the concrete cover height of pavement when a pavement is formed above a beam part in construction work.

【0002】[0002]

【従来の技術】[Prior Art]

従来、ふかし筋のかぶり間隔を保持する方法として、梁部のあばら筋に溶接、 あるいは結束線により適宜高さに巻着したコの字型のふかし部のあばら筋にふか し筋を結束線により巻着する方法が一般的であるが、ふかし筋の本数が多い、あ るいはふかし筋の鉄筋径が大きく重量があるなど、ふかし筋の保持に強度的な問 題がある場合は、ふかし筋をふかし部のあばら筋に巻着することができないため 、アングル型の鉄板等を門型の台に加工し、例えば、SRC造であれば、梁部材 のH型鋼材に溶着したその門型の台上にふかし筋を配筋していた。 Conventionally, as a method of maintaining the covering distance of the puffer bar, the pucker bar is welded to the stirrup of the beam, or the streak of the U-shaped pucker that is wound at an appropriate height with a bundling line is connected to the stirrup by the bundling line. The method of wrapping is common, but if there is a strong problem in retaining puffer muscles, such as the number of puffer muscles being large, or the puffer bar diameter being large and heavy, Since it cannot be wrapped around the stirrups in the puffed part, an angle type iron plate or the like is processed into a gate type base. For example, in the case of SRC construction, the gate type of the beam type is welded to the H type steel material of the beam member. The puffer muscle was arranged on the table.

【0003】[0003]

【考案が解決しようとする課題】[Problems to be solved by the device]

上記従来の方法では、アングル型の鉄板等を門型に加工した台では梁部材のH 型鋼材へ溶着して取り付けるために、躯体内の部材に溶接部を付加することにな り設計上好ましくなく、施工面においても、溶接の専従者を必要とし、しかも雨 天時には溶接作業ができず、作業の進行を延滞する。 また、高さ調整ができないためにふかし筋を精度良く配筋することができない などの問題点を有する。 In the above-mentioned conventional method, since the angle-type iron plate or the like is welded to the H-shaped steel material of the beam member in the platform processed by the gate type, a welding portion is added to the member in the body, which is preferable in design. Also, in terms of construction work, a full-time welding specialist is required, and welding work cannot be performed in rainy weather, which delays the progress of work. In addition, since the height cannot be adjusted, the puffer muscle cannot be arranged accurately.

【0004】[0004]

【課題を解決するための手段】[Means for Solving the Problems]

この考案は上記従来の課題に鑑みなされたもので、その目的は、ふかし筋のか ぶりを保持するために十分な強度を有すると共に、鉄筋、あるいはH型梁部材に 取付けるための溶接手間がなく、簡単に取付けることができる。 しかも、容易に高さ調整ができ、精度良く配筋できるスぺーサーを提供するも のである。 The present invention has been made in view of the above-mentioned conventional problems, and its purpose is to have sufficient strength for holding the covering of puffer bars and to eliminate the need for welding for attaching to the reinforcing bar or the H-shaped beam member. Can be easily installed. Moreover, the height of the spacer can be easily adjusted and the spacer can be arranged with high precision.

【0005】 その手段として、下方に鉄筋あるいはH型梁部材のフランジ部に取り付ける挾 持部を固着した筒型本体の軸芯に沿って、上方に段取り筋の保持部を付設した支 持杆を上下に進退可能に垂設したことを特徴とする。As a means therefor, a supporting rod provided with a holding portion for the set-up streak is provided above the axial center of the cylindrical main body to which a holding portion fixed to the flange portion of the H-beam member is fixed. It is characterized by being installed vertically so that it can move forward and backward.

【0006】 上記構造により、筒型本体の下方に鉄筋あるいはH型梁部材のフランジ部の挾 持部を固着したために、溶接の手間なく容易に取り付けることができる。 しかも、筒型本体に、上方に段取り筋の保持部を付設した支持杆を筒型本体の 軸芯に沿って上下に進退可能に垂設したために、容易に高さ調整ができるなど、 前記従来の課題を解消するものである。With the above-described structure, since the reinforcing member or the holding portion of the flange portion of the H-shaped beam member is fixed to the lower portion of the tubular body, it can be easily attached without the labor of welding. Moreover, since the supporting rod with the holding portion for the setup streak installed above it is vertically installed along the axis of the tubular body so that it can be moved up and down, the height can be easily adjusted. The problem of is solved.

【0007】[0007]

【実施例】【Example】

第1図は、本考案の実施例を示す斜視図であり、適宜高さに形成した中空状の 筒型本体1の下端に、下側水平腕2aに上下に進退可能なボルト2bを螺設した コの字型の挾持部2を固着すると共に、外周に左右に進退可能な支持杆4の締付 用ボルト1aを螺設する。 次に、適宜高さに形成した支持杆4の上端に、下辺に上下に進退可能な締付用 ボルト3aを螺設した管状型の保持部3を付設し、筒型本体1の中空部に軸芯に 沿って、上下方向に進退可能になるように嵌入して垂設する。 また、第4図に示すように、挾持部42を下面に開放し、コの字型に形成する と共に、どちらか一方の垂直片に左右に進退可能な締付用のボルト42bを螺設 して、特に鉄筋への取付けを容易にするもの、あるいは、筒型本体を適宜径のタ ーンパックル状の金物を代用し、支持杆をその金物のメネジ部に螺入するオネジ 部を螺設して、ネジの進退により上下の高さ調整を行うことを可能にすること( 図示省略)などは容易に推考することができる。 FIG. 1 is a perspective view showing an embodiment of the present invention, in which a lower horizontal arm 2a is provided with a bolt 2b capable of moving up and down at the lower end of a hollow cylindrical main body 1 having an appropriate height. The U-shaped holding portion 2 is fixed, and the fastening bolt 1a for the support rod 4 which can be moved forward and backward is screwed on the outer periphery. Next, at the upper end of the supporting rod 4 which is formed at an appropriate height, a tubular-shaped holding portion 3 in which a fastening bolt 3a capable of moving up and down is screwed is attached to the lower side, and the hollow portion of the tubular body 1 is attached. Along the shaft center, it is vertically inserted and inserted so that it can move up and down. Further, as shown in FIG. 4, the holding portion 42 is opened to the lower surface to form a U-shape, and one of the vertical pieces is provided with a fastening bolt 42b capable of advancing and retreating left and right. In particular, it is easy to attach to a reinforcing bar, or a metal body in the shape of a turnpuckle with an appropriate diameter is used as a substitute for the tubular body, and a male thread portion for screwing the support rod into the female thread portion of the metal piece is screwed. It is easy to think that it is possible to adjust the vertical height by moving the screw back and forth (not shown).

【0008】 第2図は本考案の実施例の使用状態を示す参考図、第3図は本考案の実施例の 使用状態を示す一部断面図であり、共にSRC造において梁内のH型鋼材に取り 付けて使用する場合のものである。 梁筋の配筋後、本考案の構築用スペーサーをH型鋼材Aの上方のフランジ部の 一方の所望の位置に挾持部3のボルト3aの締付けにより固定し、筒型本体1に 嵌入した支持杆4を上下に進退して、所定の高さに調整し、筒型本体1の外周に 螺設した締付用ボルト1aで固定する。 同様にして、H型鋼材Aの上方のもう一方のフランジ部へ相対向して並設し、 支持杆4の上端に付設した保持部3に段取り筋Dをそれぞれ挿入して締付用ボル ト3aで固定する。 上記方法により、本考案の構築用スペーサーを梁部のH型鋼材の所要位置、間 隔で連設すると共に、ふかし筋を所要の間隔で載置して配筋する。FIG. 2 is a reference view showing a usage state of the embodiment of the present invention, and FIG. 3 is a partial cross-sectional view showing a use state of the embodiment of the present invention, both of which are H-shaped inside the beam in SRC construction. This is for mounting on steel. After arranging the beam reinforcement, the construction spacer of the present invention is fixed to one desired position on one of the upper flanges of the H-shaped steel material A by tightening the bolts 3a of the holding portion 3 and fitted into the cylindrical main body 1. The rod 4 is moved up and down, adjusted to a predetermined height, and fixed with a tightening bolt 1a screwed on the outer circumference of the tubular body 1. Similarly, the other upper flange portion of the H-shaped steel material A is provided in parallel with each other so as to face each other, and the set-up streak D is inserted into each of the holding portions 3 attached to the upper ends of the supporting rods 4 for tightening bolts. Fix with 3a. By the above method, the construction spacers of the present invention are continuously arranged at the required positions and intervals of the H-shaped steel material of the beam portion, and the puffer bars are placed at the required intervals and arranged.

【0009】[0009]

【考案の効果】[Effect of the device]

以上詳細に説明したようにこの考案の構築用スペーサーによれば、筒型本体の 下方に鉄筋あるいはH型梁部材のフランジ部の挾持部を固着したことにより、溶 接の手間なく誰でも容易に取り付けることができ、取付けのための専従者を必要 とすることなく、しかも天候に関係なく作業ができるため、確実に作業の進行を することがきる。 筒型本体に、上方に段取り筋の保持部を付設した支持杆を筒型本体の軸芯に沿 って上下に進退可能に垂設したために、容易に高さ調整ができ、精度良く配筋で きる。 また、現場等により製作する手間がなくなり、経済的にも有利であるなど実用 上有益な構築用スペーサーを得ることができる。 As described in detail above, according to the construction spacer of the present invention, since the holding portion of the reinforcing bar or the flange portion of the H-shaped beam member is fixed to the lower portion of the tubular body, anyone can easily perform welding without the trouble of welding. It can be installed, does not require a dedicated person for installation, and can work regardless of the weather, so it is possible to reliably progress the work. A support rod with a setup bar holding part attached to the top of the tubular body was installed vertically so that it could move up and down along the axis of the tubular body, so the height can be easily adjusted and the bar arrangement can be performed accurately. it can. Further, it is possible to obtain a practically useful construction spacer, which is economically advantageous because it eliminates the trouble of manufacturing it on site.

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

【図1】 本考案に実施例を示す斜視図FIG. 1 is a perspective view showing an embodiment of the present invention.

【図2】 本考案の実施例の使用状態を示す参考図FIG. 2 is a reference diagram showing a usage state of the embodiment of the present invention.

【図3】 本考案の実施例の使用状態を示す示す一部断
面図
FIG. 3 is a partial cross-sectional view showing a usage state of an embodiment of the present invention.

【図4】 本考案の別の実施例を示す斜視図FIG. 4 is a perspective view showing another embodiment of the present invention.

【符号の説明】[Explanation of symbols]

1 筒型本体 1a 締付用ボルト 2 挾持部 2a 下側水平腕 2b ボルト 3 保持部 3a 締付用ボルト 4 支持杆 A H型鋼材 B 梁主筋 C ふかし筋 D 段取り筋 E アングル材 F 梁型枠 G コンクリート基盤 1 Cylindrical body 1a Tightening bolt 2 Clamping part 2a Lower horizontal arm 2b Bolt 3 Holding part 3a Tightening bolt 4 Support rod A H-shaped steel material B Beam main bar C Puffer bar D Setup bar E Angle material F Beam form frame G concrete foundation

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 下方に鉄筋あるいはH型梁部材のフラン
ジ部に取り付ける挾持部を固着した筒型本体の軸芯に沿
って、上方に段取り筋の保持部を付設した支持杆を上下
に進退可能に垂設したことを特徴とする構築用スペーサ
ー。
1. A support rod having a holding portion for a setup bar upwardly reciprocally movable up and down along an axis of a tubular main body having a holding portion fixed to a flange portion of a reinforcing bar or an H-shaped beam member below. A construction spacer characterized by being installed vertically.
JP040186U 1992-05-19 1992-05-19 Construction spacer Pending JPH0592310U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP040186U JPH0592310U (en) 1992-05-19 1992-05-19 Construction spacer

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP040186U JPH0592310U (en) 1992-05-19 1992-05-19 Construction spacer

Publications (1)

Publication Number Publication Date
JPH0592310U true JPH0592310U (en) 1993-12-17

Family

ID=12573754

Family Applications (1)

Application Number Title Priority Date Filing Date
JP040186U Pending JPH0592310U (en) 1992-05-19 1992-05-19 Construction spacer

Country Status (1)

Country Link
JP (1) JPH0592310U (en)

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6294642A (en) * 1985-10-18 1987-05-01 勝村建設株式会社 Apparatus for positioning beam main steel bar in reinforced concrete structure
JPS6256652B2 (en) * 1981-11-05 1987-11-26 Nichiden Anelva Kk
JP4120809B2 (en) * 2002-05-31 2008-07-16 清水建設株式会社 Evaluation method of ground characteristics

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6256652B2 (en) * 1981-11-05 1987-11-26 Nichiden Anelva Kk
JPS6294642A (en) * 1985-10-18 1987-05-01 勝村建設株式会社 Apparatus for positioning beam main steel bar in reinforced concrete structure
JP4120809B2 (en) * 2002-05-31 2008-07-16 清水建設株式会社 Evaluation method of ground characteristics

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