JP2006233724A - Clip for fixing inward bias inducing joint - Google Patents
Clip for fixing inward bias inducing joint Download PDFInfo
- Publication number
- JP2006233724A JP2006233724A JP2005080375A JP2005080375A JP2006233724A JP 2006233724 A JP2006233724 A JP 2006233724A JP 2005080375 A JP2005080375 A JP 2005080375A JP 2005080375 A JP2005080375 A JP 2005080375A JP 2006233724 A JP2006233724 A JP 2006233724A
- Authority
- JP
- Japan
- Prior art keywords
- inducing joint
- reinforcing bar
- clip
- reinforcement
- joint
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Images
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
Description
本発明は、鉄筋コンクリート造の建築物に関する。かかる建築物においては、躯体コンクリートの所定の箇所に敢えて断面欠損を設ける工法がある。特に土木関係の鉄筋コンクリート建造物においては頻繁に用いられる工法である。この目的は、例えば土留めの擁壁が地震等による異常な外力を受けたとき擁壁の所定の位置の強度を低下せしめることでこの位置に割れを誘発させて外力を吸収し、擁壁全体の崩壊を防ぐことにある。この躯体コンクリート内に断面欠損を設ける材料を誘発目地と称し、これには該鉄筋に対して型枠側に向かって立ち上がるものと該鉄筋に対して躯体内部に向かって立ち上がるものの2種類があり、一般的にはこれらを併用して使用する場合が殆どであるが、本発明品はこのうちの後者の謂わば内向性の誘発目地を固定する金物に関する。 The present invention relates to a reinforced concrete building. In such a building, there is a construction method in which a cross-sectional defect is intentionally provided at a predetermined location of the frame concrete. This method is often used especially for civil engineering reinforced concrete buildings. The purpose of this is, for example, when the retaining wall of the retaining wall receives an abnormal external force due to an earthquake or the like, by reducing the strength of the predetermined position of the retaining wall, it induces cracking at this position to absorb the external force, and the entire retaining wall Is to prevent the collapse. The material that provides a cross-sectional defect in the frame concrete is referred to as an induction joint, and there are two types, one that rises toward the mold side with respect to the reinforcing bar and one that rises toward the inside of the frame with respect to the reinforcing bar, In general, most of them are used in combination, but the product of the present invention relates to a hardware for fixing the latter so-called inwardly induced joint.
上述の内向性の誘発目地の立上り高さは、躯体の厚さにもよるが一般に型枠側に立ち上がる謂わば外向性の誘発目地のそれに比してかなり高い。それ故、そもそも平板状の誘発目地は生コンクリート打設時の強い流動圧を受けるが、これに対抗して固定する必要から現状の誘発目地の該鉄筋への固定方法は、いづれの場合もその取付け手間及び固定金具本体においてそれぞれ煩雑且つ複雑形状なものとなっている。特に形状が複雑であることにより躯体コンクリートの充填性即ち強度に悪影響を及ぼす恐れも否定できない。 The rising height of the introverted induction joint described above is considerably higher than that of the so-called extroverted induction joint that generally rises to the mold side although it depends on the thickness of the housing. Therefore, in the first place, the plate-like induced joints are subjected to strong fluid pressure when placing concrete, but the current method of fixing the induced joints to the reinforcing bars is necessary in any case. The mounting labor and the fixture main body are complicated and complicated shapes. In particular, it cannot be denied that the shape is complicated, which may adversely affect the filling property of the concrete, that is, the strength.
前述の如くその取り付けが煩雑で時間がかかるということは、作業効率が悪いということであり例えば誘発目地設置のための総合コストを押し上げている。したがってできるだけ迅速に取り付け、設置できる方法によりコストを下げなければならない。
また、鉄筋に固定する部分の構造を簡素化して安価且つコンクリートの充填性を妨げない誘目地固定金物を提供しなければならない。As described above, the fact that the installation is complicated and time-consuming means that the work efficiency is low, and for example, the total cost for installing the induction joint is increased. Therefore, the cost must be reduced by a method that can be installed and installed as quickly as possible.
Moreover, the structure of the part fixed to a reinforcing bar should be simplified, and the joint fixing metal fitting which does not disturb the filling property of concrete cheaply must be provided.
本発明者は鋭意研究した結果、鉄筋に接して垂直にプレートの類を設置する際、これを極めて簡単に取り付けられ且つ打設されるコンクリートの充填性に何らの悪影響も与えない形状を有する金物を発明することに成功した。 As a result of diligent research, the present inventor has found that when a plate is placed vertically in contact with a reinforcing bar, it is very easily attached and has a shape that does not have any adverse effect on the filling properties of the concrete to be placed. Was successfully invented.
以下、本発明を図に従い、詳しく説明する。
図1は本発明による金物のイメージ図である。この金物の素材は2〜6mmの径を有し、材質は硬鋼線である。この硬鋼線は、その材質的な特徴としてばね鋼線には及ばないが極めて高い弾力性を有しており、熱処理なしでも相当のばね効果を発揮する。ここで符号1は、プレート状の誘発目地材を挟み込んで固定する部分、符号2はばね効果及び誘発目地材を鉄筋に設置したときの安定のため若干長めにしてある部分、また符号3は該鉄筋に引っ掛けて最終的に誘発目地材を所定の位置に固定する効果を発揮する部分である。
図2は本発明による金物を用いてアクリル板からなる内向性誘発目地材を固定したときのイメージ図である。この目地材としては他にも薄い亜鉛メッキ鋼板を芯材としてその周囲をブチルゴムで被ったものなどもあるが、これも本発明品により同様に固定できる。この図で符号4はアクリル板の誘発目地材、符号5はこの誘発目地材と接して本発明品の金物の符号3の部分を引っ掛ける該鉄筋である。Hereinafter, the present invention will be described in detail with reference to the drawings.
FIG. 1 is an image diagram of a hardware according to the present invention. The metal material has a diameter of 2 to 6 mm and is made of hard steel wire. Although this hard steel wire does not reach the spring steel wire in terms of material characteristics, it has extremely high elasticity and exhibits a considerable spring effect even without heat treatment. Here, reference numeral 1 is a portion that sandwiches and fixes the plate-shaped induction joint material, reference numeral 2 is a portion that is slightly longer for the spring effect and stability when the induction joint material is installed on the reinforcing bar, and
FIG. 2 is an image diagram when an introversion-inducing joint material made of an acrylic plate is fixed using a hardware according to the present invention. There are other joint materials such as a thin galvanized steel sheet with a core covered with butyl rubber, which can be fixed in the same manner with the product of the present invention. In this figure, reference numeral 4 is the induction joint material of the acrylic plate, and reference numeral 5 is the reinforcing bar which is in contact with the induction joint material and hooks the
本発明品を用いて誘発目地材を鉄筋に対して垂直に固定する場合、まず上述符号1の部分をやや開き気味の状態で、固定しようとする該鉄筋の位置にあたる誘発目地材の部分に挟み込み、続いて所定の位置に誘発目地材を立掛け上述符号3の部分を該鉄筋の誘発目地材を取り付ける反対側に押し込んで該鉄筋に引っ掛けるだけの簡単な手順で誘発目地材の固定作業が完了する。またこの金物を製造原価上の観点から判断するに、市販の硬鋼線を僅か2工程のプレスで製造するだけなので原材料費及び生産性の両面から大幅なコストダウンを成し得る。 When the induction joint material is fixed perpendicularly to the reinforcing bar using the product of the present invention, first, the portion of the above-mentioned reference numeral 1 is sandwiched in the part of the induction joint material corresponding to the position of the reinforcing bar to be fixed in a slightly open state. Then, the induction joint material is fixed in a simple procedure by standing the induction joint material at a predetermined position, pushing the portion of the
壁厚450mm、鉄筋のかぶり40mmでダブル配筋の鉄筋コンクリートの壁を想定して高さ2m幅1.5mの型枠を製作した。この際、使用した鉄筋径は規格品D13、縦筋横筋とも配筋のピッチは150mm、内向性誘発目地材材として長さ2m、幅100mm、厚さ6mmのアクリル板1枚を型枠の縦方向中央の片側に配し、これを本発明による金物でほぼ均等に横筋の5箇所に固定した。
上述の如くの状態で生コンクリートを打設し、生コンクリートの流動圧によるアクリル板の所定の位置からの変位量を測定した。その結果該鉄筋に接する側では最大3mm、また反対側即ちアクリル板の先端部においては最大5mmであった。通常この変位量の許容範囲は最大10mmとされているので本発明による誘発目地固定金物は、取付けの作業性に起因するコストと製造コストの両面において実用上極めて有益であることが確認できた。Assuming a double-reinforced concrete wall with a wall thickness of 450 mm and a rebar cover of 40 mm, a 2 m high and 1.5 m wide formwork was produced. At this time, the diameter of the reinforcing bar used was a standard product D13, the pitch of the bar reinforcement was 150 mm, and an acrylic plate having a length of 2 m, a width of 100 mm, and a thickness of 6 mm was used as the introversion-inducing joint material. It was arranged on one side in the center of the direction, and this was fixed to five portions of the horizontal stripe almost uniformly with the hardware according to the present invention.
The ready-mixed concrete was placed in the state as described above, and the amount of displacement from the predetermined position of the acrylic plate due to the flow pressure of the ready-mixed concrete was measured. As a result, the maximum was 3 mm on the side in contact with the reinforcing bar, and the maximum was 5 mm on the opposite side, that is, the tip of the acrylic plate. Usually, the allowable range of this displacement is set to 10 mm at the maximum, so that it was confirmed that the induced joint fixing hardware according to the present invention is extremely useful in practice in terms of both the cost due to the workability of installation and the manufacturing cost.
1,誘発目地材を挟み込む部分
2,ばね効果を発揮して誘発目地材を鉄筋側に寄せる部分
3,鉄筋に引っ掛ける部分
4,アクリル板
5,鉄筋1. Part that sandwiches the joint material for induction 2. Part that brings the joint material to the rebar side by exerting a
Claims (1)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2005080375A JP2006233724A (en) | 2005-02-22 | 2005-02-22 | Clip for fixing inward bias inducing joint |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2005080375A JP2006233724A (en) | 2005-02-22 | 2005-02-22 | Clip for fixing inward bias inducing joint |
Publications (1)
Publication Number | Publication Date |
---|---|
JP2006233724A true JP2006233724A (en) | 2006-09-07 |
Family
ID=37041683
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2005080375A Pending JP2006233724A (en) | 2005-02-22 | 2005-02-22 | Clip for fixing inward bias inducing joint |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2006233724A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2010265612A (en) * | 2009-05-12 | 2010-11-25 | Showa Konpo Shizai Kk | Inducing joint material |
JP2017160706A (en) * | 2016-03-10 | 2017-09-14 | 鹿島建設株式会社 | Concrete successive forming apparatus, and concrete successive forming method |
-
2005
- 2005-02-22 JP JP2005080375A patent/JP2006233724A/en active Pending
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2010265612A (en) * | 2009-05-12 | 2010-11-25 | Showa Konpo Shizai Kk | Inducing joint material |
JP2017160706A (en) * | 2016-03-10 | 2017-09-14 | 鹿島建設株式会社 | Concrete successive forming apparatus, and concrete successive forming method |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN110392760B (en) | Mounting fitting and wall structure of building | |
JP2006233724A (en) | Clip for fixing inward bias inducing joint | |
KR101753700B1 (en) | A frame having a prefabricated structure | |
JP2007107224A (en) | Buried form installing structure, installing method, concrete structure reinforcing method and concrete structure | |
JP6394287B2 (en) | Water stop plate, its connection, and concrete construction method using the water stop plate | |
KR20170000820A (en) | A frame having a prefabricated structure | |
JP2013104208A (en) | Member holding device used for construction joint part of concrete | |
KR20160042374A (en) | Assembly type frame | |
KR101550712B1 (en) | Construction structure of reinforced concrete building and construction method thereof | |
JP5355272B2 (en) | Anchor bracket for ALC panel and ALC panel | |
JP2008115539A (en) | Flat plate construction method | |
KR101611453B1 (en) | Finishing system of construction beam | |
JP2008274651A (en) | Alc burying anchor metal fitting, alc panel and alc panel installing structure | |
JP3230121B2 (en) | Formwork equipment | |
JP2019002140A (en) | Steel form for constructing base mortar and construction method of base mortar using the same | |
JP2009046888A (en) | Reinforcement fixing bracket | |
JP7373383B2 (en) | How to repair an existing concrete block wall | |
JP2006233722A (en) | Reinforcement installation clip | |
CN109183981B (en) | Quick-assembled house with external wall panels | |
JP2006348641A (en) | Sandwich panel | |
JP2001227094A (en) | Floor structure of steel framed building | |
JP2010065518A (en) | Grating support fitting and mounting metal fitting, and drain ditch installation method | |
JP2005171752A (en) | Repairing method for external wall of building and support member for furring strip for external wall of building | |
JP4478120B2 (en) | Remaining formwork framework method | |
KR20160110703A (en) | Fastener of building panel |