JP2750668B2 - Rebar positioning spacer - Google Patents

Rebar positioning spacer

Info

Publication number
JP2750668B2
JP2750668B2 JP7086911A JP8691195A JP2750668B2 JP 2750668 B2 JP2750668 B2 JP 2750668B2 JP 7086911 A JP7086911 A JP 7086911A JP 8691195 A JP8691195 A JP 8691195A JP 2750668 B2 JP2750668 B2 JP 2750668B2
Authority
JP
Japan
Prior art keywords
support
reinforcing bar
support members
temporary frame
spacer
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.)
Expired - Lifetime
Application number
JP7086911A
Other languages
Japanese (ja)
Other versions
JPH08284321A (en
Inventor
昌司 松葉
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP7086911A priority Critical patent/JP2750668B2/en
Publication of JPH08284321A publication Critical patent/JPH08284321A/en
Application granted granted Critical
Publication of JP2750668B2 publication Critical patent/JP2750668B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Reinforcement Elements For Buildings (AREA)

Description

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

【0001】[0001]

【産業上の利用分野】本発明は、コンクリート建造物の
建設において、鉄筋の組立に使用される鉄筋位置決め用
スペーサーに関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a spacer for positioning a reinforcing bar used for assembling a reinforcing bar in the construction of a concrete building.

【0002】[0002]

【従来の技術】コンクリート建造物の建設において、鉄
筋を組み立てる場合、鉄筋とコンクリート打設面との間
隔即ちかぶり厚を確保するためにスペーサーが使用され
ている。従来使用されているスペーサーは、コンクリー
ト或いはプラスチックで作られたブロックが一般的であ
り、このブロックを鉄筋と仮枠の間に介在させてかぶり
厚を確保している。
2. Description of the Related Art In the construction of a concrete building, when assembling a reinforcing bar, a spacer is used to secure an interval between the reinforcing bar and a concrete casting surface, that is, a cover thickness. A conventionally used spacer is generally a block made of concrete or plastic, and this block is interposed between a reinforcing bar and a temporary frame to secure a cover thickness.

【0003】[0003]

【発明が解決しようとする課題】上記従来のスペーサー
によれば、鉄筋と仮枠との間に介在させるに際し、スペ
ーサーを仮枠に固定するといった手段が講じられていな
いため、コンクリート打設による衝撃その他の衝撃を受
けたとき、前記鉄筋と仮枠の間に介在させたスペーサー
がずれたり、外れたりする場合があり、所定のかぶり厚
を確保できないおそれがあるといった問題があった。
According to the above-mentioned conventional spacer, since there is no means for fixing the spacer to the temporary frame when the spacer is interposed between the reinforcing bar and the temporary frame, the impact caused by concrete casting is not taken. When another impact is received, the spacer interposed between the reinforcing bar and the temporary frame may shift or come off, and there is a problem that a predetermined cover thickness may not be secured.

【0004】本発明は上記点に鑑み、鉄筋の所定のかぶ
り厚を確保できるように、更にはコンクリート打設面の
レベル出しするためのレベラーとして使用できるように
し、更にはコンクリート面にねじ穴を開口できるように
することを目的とした鉄筋位置決め用スペーサーを提供
するものである。
In view of the above, the present invention has been made to be able to use a leveler for leveling a concrete casting surface so as to secure a predetermined cover thickness of a reinforcing bar, and to further provide a screw hole in a concrete surface. An object of the present invention is to provide a reinforcing-bar positioning spacer aiming at opening.

【0005】[0005]

【課題を解決するための手段】本発明は上記目的を達成
するために、端部同志を接続分離可能にした2本以上の
棒状の支持部材からなる支持体と、前記支持部材を接続
して形成される支持体に設けられて鉄筋を受ける鉄筋受
体とからなり、前記支持体にあっては、該支持体を構成
する支持部材のうち、支持体の両端側に位置する支持部
材のうち少なくとも一方の支持部材の一端を非接続側端
部とし、この非接続側端部には仮枠に固定する仮枠固定
部を設けた構成とした。
According to the present invention, in order to achieve the above-mentioned object, a support comprising at least two rod-shaped support members whose ends can be connected and separated, and the support member are connected. And a reinforcing bar receiver for receiving a reinforcing bar provided on the formed support. In the support, of the support members constituting the support, of the support members located at both ends of the support One end of at least one of the support members is a non-connection side end, and a provisional frame fixing portion for fixing to the temporary frame is provided at the non-connection side end.

【0006】この仮枠固定部には軸方向にねじ穴を形成
した。
A screw hole is formed in the temporary frame fixing portion in the axial direction.

【0007】[0007]

【作用】本発明によれば、支持体を構成する支持部材の
うちの端側に位置する支持部材の仮枠固定部を仮枠に固
定することにより支持体が仮枠に固定された状態とな
り、この支持体に設けた鉄筋受体に鉄筋を受けさせるこ
とにより、コンクリート打設による衝撃やその他の衝撃
を受けても、前記支持体が仮枠から外れず、これにより
鉄筋に対するかぶり厚は確保される。
According to the present invention, the support is fixed to the temporary frame by fixing the temporary frame fixing portion of the support member located on the end side of the support members constituting the support to the temporary frame. By making the rebar receiver provided on this support receive rebar, even if it receives an impact due to concrete casting or other impacts, the support does not come off the temporary frame, thereby securing a cover thickness for the rebar. Is done.

【0008】また、前記支持体の高さ(長さ)をコンク
リート打設厚味に設定することにより、支持体の先端が
コンクリート打設面のレベル出しとなる。
[0008] In addition, by setting the height (length) of the support to a concrete casting thickness, the tip of the support is leveled at the concrete casting surface.

【0009】更にまた、支持体の端側に位置する支持部
材の非接続側端部に設けた仮枠固定部には軸方向にねじ
穴を形成したので、コンクリート面にねじ穴が開口し、
このねじ穴を利用することによりコンクリート面に種々
の物品が容易に取付けられる。
Furthermore, since the temporary frame fixing portion provided at the non-connection side end of the support member located at the end side of the support has a screw hole formed in the axial direction, the screw hole is opened in the concrete surface,
Various articles can be easily attached to the concrete surface by using the screw holes.

【0010】[0010]

【実施例】以下、本発明を図面に示す実施例に基づいて
詳細に説明する。図1は本発明の一実施例を示すもので
あり、同図において1は支持体であり、この支持体1は
端部同志を接続分離可能にした3本の棒状の支持部材2
a,2b,2cにより構成されている。支持部材2a,
2b,2cのうち、支持体1の両端側を構成する支持部
材2a,2cは、その一端が他の支持部材2bに接続し
ない非接続側端部となっており、この非接続側端部に
は、該端部を仮枠に固定する仮枠固定部3が設けてあ
る。この仮枠固定部3は、前記支持部材2a,2cの端
部を仮枠に固定できればよく、特に限定されるものでは
ない。この実施例では、支持部材2a,2cの端部に釘
穴5を形成したフランジ部4が設けられており、このフ
ランジ部4をもって仮枠固定部3としている。この仮枠
固定部3には軸方向にねじ穴6が形成されている。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, the present invention will be described in detail based on embodiments shown in the drawings. FIG. 1 shows an embodiment of the present invention. In FIG. 1, reference numeral 1 denotes a support, and this support 1 has three rod-shaped support members 2 capable of connecting and disconnecting ends.
a, 2b, and 2c. Support members 2a,
Of the support members 2a and 2c, one end of each of the support members 2a and 2c that constitutes both ends of the support 1 is a non-connection side end that is not connected to another support member 2b. Is provided with a temporary frame fixing portion 3 for fixing the end portion to the temporary frame. The temporary frame fixing portion 3 is not particularly limited as long as it can fix the ends of the support members 2a and 2c to the temporary frame. In this embodiment, a flange portion 4 having a nail hole 5 is provided at an end of each of the support members 2a and 2c, and the flange portion 4 is used as a temporary frame fixing portion 3. This temporary frame
A screw hole 6 is formed in the fixing portion 3 in the axial direction.

【0011】前記支持部材2a,2cのうち、一方の支
持部材2aの接続側端部には、軸心上に雄ねじ7が設け
られている。また、他の支持部材2cの接続側端部に
は、前記雄ねじ7が螺合可能な雌ねじ8が軸心上に形成
されている。また、前記支持体1の中間を構成する支持
部材2bにあっては、その一端に前記支持部材2aに設
けられた雄ねじ7に螺合可能な雌ねじ9が軸心上に形成
され、他端には前記支持部材2cに形成された雌ねじ8
に螺合可能な雄ねじ10が軸心上に設けられている。前
記支持部材2a,2b,2cはそれぞれ同径となってお
り、その外周には同ピッチの雄ねじ部11a,11b,
11cが形成されている。
A male screw 7 is provided at the connection end of one of the support members 2a and 2c on the axis. A female screw 8 to which the male screw 7 can be screwed is formed on the axis at the connection side end of the other support member 2c. In addition, a female screw 9 that can be screwed into a male screw 7 provided on the support member 2a is formed on one end of the support member 2b that forms the middle of the support body 1, and the other end is formed on the other end. Is a female screw 8 formed on the support member 2c.
Is provided on the shaft center. The support members 2a, 2b, 2c have the same diameter, and the outer periphery thereof has external thread portions 11a, 11b,
11c is formed.

【0012】12は前記支持部材2a,2b,2cを接
続して形成される支持体1に設けられた鉄筋受体であ
る。この鉄筋受体12は内周面に、前記支持部材2a,
2b,2cの雄ねじ部11a,11b,11cに螺合可
能な雌ねじ部13を形成した環体14と、環体14に突
設した受部15により構成されている。16は前記支持
部材2a,2b,2cの雄ねじ部11a,11b,11
cに螺合して、同様に支持部材2a,2b,2cの雄ね
じ部11a,11b,11cに螺合している鉄筋受体1
2の回転を防止する回り止めである。この実施例では、
支持部材2a,2cの双方の非接続側端部に仮枠固定部
3を設けているが、いずれか一方にだけ設けてもよい。
Reference numeral 12 denotes a reinforcing bar receiver provided on the support 1 formed by connecting the support members 2a, 2b, 2c. The reinforcing bar receiver 12 has an inner peripheral surface on which the support members 2a,
An annular body 14 having a female threaded portion 13 that can be screwed to the male threaded portions 11a, 11b, 11c of 2b and 2c, and a receiving portion 15 protruding from the annular body 14 is formed. Reference numeral 16 denotes the male screw portions 11a, 11b, 11 of the support members 2a, 2b, 2c.
c, and the rebar receiver 1 similarly screwed to the male screw portions 11a, 11b, 11c of the support members 2a, 2b, 2c.
This is a detent for preventing rotation of 2. In this example,
Although the provisional frame fixing portion 3 is provided at the non-connection side ends of both the support members 2a and 2c, it may be provided at only one of them.

【0013】図2は本発明の他の実施例を示すものであ
り、この実施例では、各支持部材2a,2b,2cの外
側適位置に2本の杆17を突設してこれを鉄筋受体12
としている。この実施例では、各支持部材2a,2b,
2cに設ける鉄筋受体12の位置は、かぶり厚に応じて
設定されるものであり、鉄筋受体12の位置の異なる支
持部材2a,2b,2cを複数用意しておき、かぶり厚
に応じた支持部材2a,2b,2cを使用する。
FIG. 2 shows another embodiment of the present invention. In this embodiment, two rods 17 are protruded at appropriate positions outside each of the support members 2a, 2b, 2c, and are connected to a reinforcing bar. Receiver 12
And In this embodiment, each support member 2a, 2b,
The position of the reinforcing bar receiver 12 provided on the reinforcing bar 2c is set in accordance with the cover thickness. A plurality of support members 2a, 2b, 2c having different positions of the reinforcing bar receiver 12 are prepared, and the positions are adjusted according to the cover thickness. The support members 2a, 2b, 2c are used.

【0014】次に、上記実施例の使用例を説明する。図
3は壁体、梁、柱等の配筋に図1の実施例に示すスペー
サーを使用した例を示している。先ず、壁厚、梁厚、柱
厚に応じた長さの支持部材2a,2b,2cを選び、予
め、各支持部材2a,2b,2cの外周に必要な数の鉄
筋受体12を螺合したうえで、各支持部材2a,2b,
2cを接続し支持体1を形成する。
Next, an example of use of the above embodiment will be described. FIG. 3 shows an example in which the spacer shown in the embodiment of FIG. 1 is used for reinforcing bars such as walls, beams and columns. First, support members 2a, 2b, 2c having a length corresponding to the wall thickness, the beam thickness, and the column thickness are selected, and a necessary number of reinforcing bar receivers 12 are screwed in advance on the outer periphery of each of the support members 2a, 2b, 2c. Then, each of the support members 2a, 2b,
2c are connected to form the support 1.

【0015】次に、前記支持体1を配筋の完了した仮枠
17,18間に位置させて、支持部材2aの仮枠固定部
3を一方の仮枠17に当てて釘19により固定し、同様
に支持部材2cの仮枠固定部3を他方の仮枠18に当て
て釘19により固定し、そして、支持体1に螺合させた
鉄筋受体12により配筋されている鉄筋20をかぶり厚
の位置で受ける。これにより、鉄筋20はかぶり厚の位
置で支持され、そして、コンクリートの打設等の衝撃を
受けても支持体1は仮枠17,18に固定されているの
で、鉄筋20のかぶり厚は確保される。この様な使用は
セパレータとしての機能も発揮し、スペーサとして使用
すると同時にセパレータとしての使用を兼ねることがで
きる。
Next, the support 1 is positioned between the provisional frames 17 and 18 where the reinforcing bars have been arranged, and the provisional frame fixing portion 3 of the support member 2a is brought into contact with one of the provisional frames 17 and fixed with nails 19. Similarly, the temporary frame fixing portion 3 of the support member 2c is fixed to the other temporary frame 18 with the nail 19, and the reinforcing bar 20 arranged by the reinforcing bar receiver 12 screwed to the support 1 is removed. Receive at the position of the cover thickness. As a result, the reinforcing bar 20 is supported at the position of the cover thickness, and the support 1 is fixed to the temporary frames 17 and 18 even when receiving an impact such as casting of concrete, so that the cover thickness of the reinforcing bar 20 is secured. Is done. Such use also exerts a function as a separator, and can be used as a spacer at the same time as being used as a spacer.

【0016】図4はスラブの配筋に図2の実施例に示す
スペーサーを使用した例を示している。先ずスラブ厚に
応じた長さで、且つかぶり厚に応じた位置に鉄筋受体1
2が設けられている支持部材2a,2b,2cを選び、
これらを接続して支持体1を形成する。
FIG. 4 shows an example in which the spacer shown in the embodiment of FIG. 2 is used for reinforcing the slab. First, the reinforcing bar receiver 1 is set at a length corresponding to the slab thickness and at a position corresponding to the cover thickness.
2. Select the supporting members 2a, 2b, 2c provided with 2,
These are connected to form the support 1.

【0017】次に、前記支持体1を配筋の完了した仮枠
17上に位置させ、支持部材2aの仮枠固定部3を仮枠
17に当てて釘19により固定し、そして鉄筋受体12
により配筋されている鉄筋20をかぶり厚の位置で受け
る。
Next, the support 1 is positioned on the provisional frame 17 where the reinforcement is completed, the provisional frame fixing portion 3 of the support member 2a is fixed to the provisional frame 17 with the nail 19, and 12
At the position of the cover thickness.

【0018】これにより、鉄筋20はかぶり厚の位置で
支持され、そしてコンクリートの打設等の衝撃を受けて
も支持体1は仮枠17に固定されているので、鉄筋20
のかぶり厚は確保される。また、前記支持体1の長さが
スラブ厚に応じた長さとなっているので、支持体1の先
端即ち支持部材2cの非接続側端部がコンクリート打設
面のレベルとなり、コンクリート打設面のレベラーとも
なる。
As a result, the reinforcing bar 20 is supported at the position of the cover thickness, and the support 1 is fixed to the temporary frame 17 even if it receives an impact such as casting of concrete.
Cover thickness is secured. Further, since the length of the support 1 is a length corresponding to the thickness of the slab, the tip of the support 1, that is, the non-connection side end of the support member 2c is at the level of the concrete casting surface, and It is also a leveler.

【0019】上記図3、図4に示す使用例では、支持体
1を仮枠17,18に固定するにあたり、フランジ4に
形成した釘穴5を通して釘19により固定しているが、
図5に示すように、仮枠固定部3に形成されているねじ
穴6を利用し、このねじ穴6に固定用ボルト21を螺合
することにより固定してもよい。
In the example of use shown in FIGS. 3 and 4, the support 1 is fixed to the temporary frames 17 and 18 by the nail 19 through the nail hole 5 formed in the flange 4.
As shown in FIG. 5, the fixing may be performed by using a screw hole 6 formed in the temporary frame fixing portion 3 and screwing a fixing bolt 21 into the screw hole 6.

【0020】上記のようにして、本発明に係るスペーサ
ーを使用して形成したコンクリート面には、支持体1の
両端側を構成する支持部材2a,2cの非接続側端部に
形成されているねじ穴6が開口するので、このねじ穴6
を利用し、適宜のボルトを介してコンクリート面に種々
の物品が取り付けられる。
As described above, on the concrete surface formed by using the spacer according to the present invention, the support members 2a and 2c constituting both ends of the support 1 are formed at the non-connection side ends. Since the screw hole 6 is opened, this screw hole 6
The various articles are attached to the concrete surface via appropriate bolts using the above.

【0021】[0021]

【発明の効果】以上のように本発明に係る鉄筋位置決め
用スペーサーによれば、鉄筋のかぶり厚を確実に保つこ
とができ、またコンクリート打設面のレベル出しとして
も使用することができ、更には、コンクリート面に種々
の物品を容易に取り付けることを可能とするといった効
果がある。
As described above, according to the spacer for positioning a reinforcing bar according to the present invention, the cover thickness of the reinforcing bar can be reliably maintained, and the reinforcing bar can be used as a leveling surface for concrete. Has an effect that various articles can be easily attached to a concrete surface.

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

【図1】本発明の一実施例を示す縦断正面図。FIG. 1 is a vertical sectional front view showing an embodiment of the present invention.

【図2】本発明の他の実施の一例を示す正面図。FIG. 2 is a front view showing another example of the present invention.

【図3】本発明の使用例を示す説明図。FIG. 3 is an explanatory view showing a usage example of the present invention.

【図4】本発明の使用例を示す説明図。FIG. 4 is an explanatory view showing a usage example of the present invention.

【図5】本発明の使用例を示す説明図。FIG. 5 is an explanatory diagram showing a usage example of the present invention.

【符号の説明】[Explanation of symbols]

1 支持体 2a,2b,2c 支持部材 3 仮枠固定部 4 フランジ 5 釘穴 6 ねじ穴 7 雄ねじ 8 雌ねじ 9 雌ねじ 10 雄ねじ 11a,11b,11c 雄ねじ部 12 鉄筋受体 13 雌ねじ部 14 環体 15 受部 16 回り止め 17 仮枠 18 仮枠 19 釘 20 鉄筋 21 固定ボルト DESCRIPTION OF SYMBOLS 1 Support body 2a, 2b, 2c Support member 3 Temporary frame fixing part 4 Flange 5 Nail hole 6 Screw hole 7 Male screw 8 Female screw 9 Female screw 10 Male screw 11a, 11b, 11c Male screw part 12 Rebar receiver 13 Female screw part 14 Ring body 15 Receiver Part 16 Detent 17 Temporary frame 18 Temporary frame 19 Nail 20 Reinforcing bar 21 Fixing bolt

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 端部同志を接続分離可能にした2本以上
の棒状の支持部材からなる支持体と、前記支持部材を接
続して形成される支持体に設けられて鉄筋を受ける鉄筋
受体とからなり、前記支持体にあっては、該支持体を構
成する支持部材のうち、支持体の両端側に位置する支持
部材のうち少なくとも一方の支持部材の一端を非接続側
端部とし、この非接続側端部には仮枠に固定する仮枠固
定部を設け、この仮枠固定部には軸方向にねじ穴を形成
したことを特徴とする鉄筋位置き決め用スペーサー。
1. A support comprising two or more rod-shaped support members whose ends can be connected and separated, and a reinforcing bar receiver provided on the support formed by connecting the support members and receiving a reinforcing bar. In the support, among the support members constituting the support, one end of at least one of the support members located at both ends of the support is a non-connection side end, At the non-connection side end, a temporary frame fixing portion for fixing to the temporary frame is provided , and a screw hole is formed in the temporary frame fixing portion in the axial direction.
A spacer for positioning a reinforcing bar.
JP7086911A 1995-04-12 1995-04-12 Rebar positioning spacer Expired - Lifetime JP2750668B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7086911A JP2750668B2 (en) 1995-04-12 1995-04-12 Rebar positioning spacer

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7086911A JP2750668B2 (en) 1995-04-12 1995-04-12 Rebar positioning spacer

Publications (2)

Publication Number Publication Date
JPH08284321A JPH08284321A (en) 1996-10-29
JP2750668B2 true JP2750668B2 (en) 1998-05-13

Family

ID=13900036

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7086911A Expired - Lifetime JP2750668B2 (en) 1995-04-12 1995-04-12 Rebar positioning spacer

Country Status (1)

Country Link
JP (1) JP2750668B2 (en)

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KR200189713Y1 (en) * 2000-02-23 2000-07-15 송영택 A leveling device for carrying out the ground
JP5629218B2 (en) * 2011-01-05 2014-11-19 東急建設株式会社 Shear reinforcement method and shear reinforcement support
KR102003670B1 (en) * 2018-08-03 2019-07-25 한국건설기술연구원 Textile reinforced concrete structure using textile grid fixing apparatus, and construction method for the same
KR102512093B1 (en) * 2021-08-30 2023-03-17 남명진 Device for preventing form push

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JPS59102850U (en) * 1982-12-28 1984-07-11 丸井産業株式会社 Reinforcement and formwork assembly equipment for large structures
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