JPH0329475Y2 - - Google Patents
Info
- Publication number
- JPH0329475Y2 JPH0329475Y2 JP1983143643U JP14364383U JPH0329475Y2 JP H0329475 Y2 JPH0329475 Y2 JP H0329475Y2 JP 1983143643 U JP1983143643 U JP 1983143643U JP 14364383 U JP14364383 U JP 14364383U JP H0329475 Y2 JPH0329475 Y2 JP H0329475Y2
- Authority
- JP
- Japan
- Prior art keywords
- reinforcing bar
- vertical rod
- support
- fixed
- rod
- 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
Links
- 230000003014 reinforcing effect Effects 0.000 claims description 54
- 238000003466 welding Methods 0.000 claims description 10
- 230000037431 insertion Effects 0.000 claims description 9
- 238000003780 insertion Methods 0.000 claims description 9
- 229910000746 Structural steel Inorganic materials 0.000 description 5
- 229910000831 Steel Inorganic materials 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- 239000000463 material Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
Landscapes
- Foundations (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Description
【考案の詳細な説明】
〔産業上の利用分野〕
この考案は、基礎鉄筋、地中梁鉄筋あるいは柱
鉄筋等を支持するのに用いる鉄筋支持具に関する
ものである。[Detailed description of the invention] [Field of industrial application] This invention relates to a reinforcing bar support device used to support foundation reinforcing bars, underground beam reinforcing bars, column reinforcing bars, etc.
従来、この種の鉄筋支持具としては、(1)実開昭
57−77442号公報により公表されているように、
下端部に受座を備えているL形断面の支脚の上側
に、4角形のバンドを嵌合して固着し、L形断面
の縦杆の上端部に水平な鉄筋支承杆を固着し、そ
の縦杆を前記支脚の内側に昇降自在に嵌合し、前
記バンドと縦杆との間に楔を打設した鉄筋支持
具、(2)実開昭56−61616号公報により公表されて
いるように、下端部に受座を備えている下部筒体
の上部側面に、固定用ボルトを螺合した雌ねじ部
材を固着し、周囲に多数の凹凸を備えている鉄筋
材からなる縦杆の下部を、前記下部筒体に挿入し
て固定用ボルトにより固定し、上部筒体の中間部
側面に固定用ボルトを螺合した雌ねじ部材を固着
し、かつ上部筒体の上端部に水平な鉄筋支承杆を
固着し、前記縦杆の上部に、上部筒体を嵌挿して
固定用ボルトにより固定した鉄筋支持具等が知ら
れている。
Conventionally, as this type of reinforcing bar support device, (1) Jitsukaisho
As published by Publication No. 57-77442,
A square band is fitted and fixed to the upper side of the L-shaped cross-section support leg that has a catch at the lower end, and a horizontal reinforcing bar support rod is fixed to the upper end of the L-shaped vertical rod. A reinforcing bar support device in which a vertical rod is fitted into the inside of the supporting leg so as to be able to rise and fall freely, and a wedge is driven between the band and the vertical rod, (2) as disclosed in Japanese Utility Model Application No. 56-61616. In this case, a female screw member with a fixing bolt screwed thereon is fixed to the upper side of the lower cylindrical body, which has a seat at the lower end, and the lower part of the vertical rod made of reinforcing bar material with many unevenness around it is fixed. , a female screw member is inserted into the lower cylinder and fixed with a fixing bolt, a female screw member with a fixing bolt screwed onto the middle side surface of the upper cylinder is fixed, and a horizontal reinforcing rod supporting rod is attached to the upper end of the upper cylinder. There are known reinforcing bar supports in which an upper cylinder is fitted into the upper part of the vertical rod and fixed with a fixing bolt.
前記(1)の鉄筋支持具の場合は、鉄筋支承杆を所
定の高さに配置して縦杆を支脚に対し固定する場
合、縦杆または鉄筋支承杆を手で把持し続けなが
ら、楔の打込み作業を行なわねばならないので、
縦杆を支脚に固定する際の操作が煩雑であり、か
つ楔を打込むとき縦杆が下方にずれ動いて、鉄筋
支承杆のレベルに狂いが生じることがある。さら
に基礎鉄筋または地中梁鉄筋等の重量が大きいの
で、縦杆が下方に滑り移動して基礎鉄筋または地
中梁鉄筋のレベルが狂う恐れがある。
In the case of the reinforcing bar support device in (1) above, when fixing the vertical bar to the support leg by arranging the reinforcing bar support rod at a predetermined height, hold the vertical bar or the reinforcing bar support rod by hand and hold the wedge. Since I have to do the typing work,
The operation when fixing the vertical rod to the support leg is complicated, and when driving the wedge, the vertical rod may shift downward, causing an error in the level of the reinforcing bar support rod. Furthermore, since the foundation reinforcing bars or underground beam reinforcing bars are heavy, there is a risk that the vertical rods may slide downward and the level of the foundation reinforcing bars or underground beam reinforcing bars may be disturbed.
また前記(2)の鉄筋支持具の場合は、上下2箇所
の固定用ボルトの締付操作を行なわねばならない
ので、操作が煩雑であり、かつ受座および雌ねじ
部材を取付けた下部筒体と、鉄筋支承杆および雌
ねじ部材を取付けた上部筒体と、縦杆とからなる
独立した3つの部材により構成されているので、
鉄筋支持具の組立操作が煩雑である。 In addition, in the case of the above-mentioned (2) reinforcing bar support, the operation is complicated as it is necessary to tighten the fixing bolts at two locations, upper and lower. It is composed of three independent members: an upper cylinder with a reinforcing bar bearing rod and a female threaded member, and a vertical rod.
Assembling the reinforcing bar support is complicated.
この考案は前述の問題を有利に解決した鉄筋支
持具を提供することを目的とするものである。 The object of this invention is to provide a reinforcing bar support that advantageously solves the above-mentioned problems.
前記目的を達成するために、この考案の鉄筋支
持具においては、下端部に受座1を備えているL
形断面の支脚2の上端部における両腕の先端部
に、L形断面の支持部材26における両腕の先端
部が溶接により固着され、その支持部材26と前
記支脚2の上端部とにより縦杆挿通部3が構成さ
れ、前記支持部材26の溝底部側に雌ねじ部材2
5が溶接により固着され、周囲に多数の滑り止め
用凹凸4を備えている円形断面の縦杆5の上端部
に水平な鉄筋支承杆6が固着され、前記縦杆挿通
部3に、縦杆5が昇降自在に挿通され、締付ボル
ト7は支持部材26に挿通されて前記雌ねじ部材
25に螺合され、その締付ボルト7により前記縦
杆5が支脚2における両腕に押付けられている。
In order to achieve the above object, in the reinforcing bar support of this invention, the L is provided with a seat 1 at the lower end.
The tips of both arms of a support member 26 with an L-shaped cross section are fixed by welding to the tips of both arms at the upper end of the support leg 2 with a shaped cross section, and the support member 26 and the upper end of the support leg 2 form a vertical rod. An insertion portion 3 is configured, and a female screw member 2 is provided on the bottom side of the groove of the support member 26.
5 is fixed by welding, and a horizontal reinforcing bar support rod 6 is fixed to the upper end of a vertical rod 5 having a circular cross section and provided with a large number of anti-slip irregularities 4 on the periphery. A tightening bolt 7 is inserted through the supporting member 26 and screwed into the female threaded member 25, and the vertical rod 5 is pressed against both arms of the supporting leg 2 by the tightening bolt 7. .
次にこの考案を図示の例によつて詳細に説明す
る。
Next, this invention will be explained in detail using illustrated examples.
第1図ないし第6図はこの考案の第1実施例の
鉄筋支持具を示すものであつて、山形鋼からなる
L形断面の1本の支脚2の下端部に、螺杆挿通用
透孔11を有する鋼板製受座1が溶接により固定
され、かつ山形鋼からなるL形断面の短かい支持
部材26における溝底部側に雌ねじ部材25が溶
接により固着され、前記支脚2の上端部における
両腕の先端部内側に、前記支持部材26における
両腕の先端部が溶接により固着され、その支持部
材26と支脚2の上端部とにより縦杆挿通部3が
構成され、締付ボルト7は支持部材26の中央の
透孔に挿通されて前記雌ねじ部材25に螺合され
ている。 1 to 6 show a reinforcing bar support device according to a first embodiment of this invention, in which a through hole 11 for screw rod insertion is provided at the lower end of one support leg 2 made of angle iron and having an L-shaped cross section. A steel plate seat 1 having a diameter is fixed by welding, and a female screw member 25 is fixed by welding to the groove bottom side of a short support member 26 made of angle iron and having an L-shaped cross section. The tips of both arms of the support member 26 are fixed by welding to the inside of the tip of the support member 26, and the support member 26 and the upper end of the support leg 2 constitute a vertical rod insertion portion 3, and the tightening bolt 7 is attached to the support member 26. It is inserted into the central through hole of 26 and screwed onto the female threaded member 25.
周囲に多数の滑り止め用凹凸4を備えている縦
杆5の上端部に山形鋼からなる水平な鉄筋支承杆
6の中間部が溶接により固着され、前記縦杆5は
前記縦杆挿通部3に昇降自在に挿通され、前記締
付ボルト7の先端部が縦杆5の周囲の凹凸4にお
ける凹部に圧接され、かつ前記縦杆5は支脚にお
ける両腕の内面に押付けられている。 The middle part of a horizontal reinforcing bar support rod 6 made of angle iron is fixed by welding to the upper end of a vertical rod 5, which has a large number of anti-slip irregularities 4 around its periphery. The tip of the tightening bolt 7 is pressed against a recess in the unevenness 4 around the vertical rod 5, and the vertical rod 5 is pressed against the inner surface of both arms of the supporting leg.
第7図は第1実施例の鉄筋支持具の使用状態を
示すものであつて、4隅に垂直な螺杆18を有す
るベースアンカー19が捨てコンクリート17に
埋設され、各螺杆18が受座1の透孔11に挿通
されると共に、各螺杆18に螺合したナツト20
により受座1が捨てコンクリート17に固定さ
れ、上部鉄筋21、下部鉄筋22およびスターラ
ツプ節23からなる基礎鉄筋または地中梁鉄筋2
4における上部鉄筋21は、前記鉄筋支承杆6に
載架されている。 FIG. 7 shows the usage state of the reinforcing bar support of the first embodiment, in which a base anchor 19 having vertical screw rods 18 at the four corners is buried in concrete 17, and each screw rod 18 is attached to the seat 1. A nut 20 is inserted into the through hole 11 and screwed into each screw rod 18.
The seat 1 is fixed to the concrete 17, and the foundation reinforcing bars or underground beam reinforcing bars 2 consisting of the upper reinforcing bars 21, the lower reinforcing bars 22, and the stirrup joints 23 are fixed.
The upper reinforcing bar 21 at 4 is mounted on the reinforcing bar support rod 6.
第8図ないし第11図はこの考案の第2実施例
の鉄筋支持具を示すものであつて、山形鋼からな
るL形断面の2本の支脚2が間隔をおいて平行に
配置され、各支脚2の上端部には前述のような締
付ボルト7を備えている縦杆挿通部が設けられ、
周囲に多数の滑り止め用凹凸を備えている2本の
縦杆5は前記2本の支脚2の上端部の縦杆挿通部
と同一間隔で平行に配置され、山形鋼からなる水
平な鉄筋支承杆6に前記各縦杆5の上端部が溶接
により固着され、かつ各縦杆5は各支脚2の上端
部の縦杆挿通部に昇降自在に挿通されて、締付ボ
ルト7により固定され、さらに各支脚2の下端部
には鉄筋支承杆6に対し直角な方向に延長する水
平な山形鋼製受座1が溶接により固定されてい
る。 8 to 11 show a reinforcing bar support device according to a second embodiment of this invention, in which two support legs 2 of L-shaped cross section made of angle iron are arranged parallel to each other with an interval between them. The upper end of the support leg 2 is provided with a vertical rod insertion part equipped with the aforementioned tightening bolt 7,
The two vertical rods 5, which have many anti-slip irregularities around their periphery, are arranged parallel to the vertical rod insertion portions at the upper ends of the two supporting legs 2 at the same interval, and are horizontal reinforcing bars made of angle iron. The upper end of each vertical rod 5 is fixed to the rod 6 by welding, and each vertical rod 5 is inserted into the vertical rod insertion part of the upper end of each support leg 2 so as to be able to rise and lower, and is fixed with a tightening bolt 7, Furthermore, a horizontal angle-shaped steel catch seat 1 extending in a direction perpendicular to the reinforcing bar support rod 6 is fixed to the lower end of each support leg 2 by welding.
第14図は第2実施例の鉄筋支持具の使用状態
を示すものであつて、各受座1が共通のベースア
ンカー19およびナツト20により捨てコンクリ
ート17に固定されているが、その他の構成は第
1実施例の鉄筋支持具の使用例と同様である。 FIG. 14 shows the usage state of the reinforcing bar support of the second embodiment, in which each catch 1 is fixed to the waste concrete 17 by a common base anchor 19 and nut 20, but the other configuration is This is the same as the usage example of the reinforcing bar support in the first embodiment.
この考案を実施する場合、前記縦杆5としては
例えば公知の異形鉄筋を適当長さに切断したもの
を使用する。また、支脚2の中間部に、鉄筋材の
仮置台として使用するための仮受杆体の中間部を
固定してもよい。 When implementing this invention, the vertical rods 5 are, for example, known deformed reinforcing bars cut into appropriate lengths. Furthermore, the intermediate portion of a temporary support rod for use as a temporary stand for reinforcing bars may be fixed to the intermediate portion of the support leg 2.
前記受座1を固定する手段としては、例えば捨
てコンクリートまたは基礎コンクリート等の下部
コンクリートにドリルでアンカー孔を穿設し、そ
のアンカー孔内に拡開固定式のアンカーボルトの
繋止部を挿入して拡開固定し、そのアンカーボル
トにより前記受座1を下部コンクリートに締付固
定してもよい。 As a means for fixing the seat 1, for example, an anchor hole is drilled in the lower concrete such as waste concrete or foundation concrete, and a locking part of an expandable anchor bolt is inserted into the anchor hole. Alternatively, the seat 1 may be expanded and fixed using the anchor bolts, and the seat 1 may be tightened and fixed to the lower concrete.
この考案は前述のように構成されているので、
以下に記載するような効果を奏する。
This idea is structured as described above, so
This produces the effects described below.
受座1および雌ねじ部材25付きの支持部材2
6を取付けた支脚2と、鉄筋支承杆6を取付けた
縦杆5とからなる独立した2つの部材により鉄筋
支持具が構成され、かつ締付ボルト7は1箇だけ
であるので、鉄筋支持具を所定高さに組立てる操
作を容易にかつ迅速に行なうことができ、さらに
周囲に多数の滑り止め用凹凸4を備えている円形
断面の縦杆5は、締付ボルト7により前記支脚2
における両腕に押付けられているので、縦杆5が
円形断面であつても、これを安定状態で支持する
ことができ、さらに縦杆5における凹凸4の凹部
と締付ボルト7との係合により、縦杆5のずれ下
がりを確実に防止することができ、したがつて、
鉄筋支承杆6を所定のレベルに確実に保持するこ
とができる。 Support member 2 with catch seat 1 and female thread member 25
The reinforcing bar support is composed of two independent members consisting of the supporting leg 2 with the reinforcing bar 6 attached and the vertical bar 5 with the reinforcing bar supporting rod 6 attached, and there is only one tightening bolt 7, so the reinforcing bar supporting The vertical rod 5, which has a circular cross section and which is equipped with a large number of anti-slip irregularities 4 around the support leg 2, can be easily and quickly assembled to a predetermined height.
Even if the vertical rod 5 has a circular cross section, it can be supported in a stable state, and furthermore, the engagement between the concave part of the unevenness 4 in the vertical rod 5 and the tightening bolt 7 is ensured. As a result, it is possible to reliably prevent the vertical rod 5 from slipping down, and therefore,
The reinforcing bar support rod 6 can be reliably held at a predetermined level.
第1図ないし第6図はこの考案の第1実施例の
鉄筋支持具を示すものであつて、第1図は正面
図、第2図は側面図、第3図は第1図のA−A線
拡大断面図、第4図は第1図のB−B線拡大断面
図、第5図は縦杆付き鉄筋支承部材の一部切欠正
面図、第6図はその側面図である。第7図は第1
実施例の鉄筋支持具の使用状態を示す縦断正面図
である。第8図ないし第11図はこの考案の第2
実施例の鉄筋支持具を示すものであつて、第8図
は正面図、第9図は側面図、第10図は平面図、
第11図は第8図のC−C線拡大断面図である。
第12図は第2実施例の鉄筋支持具の使用状態を
示す縦断正面図である。
図において、1は受座、2は支脚、3は縦杆挿
通部、4は滑り止め用凹凸、5は縦杆、6は鉄筋
支承杆、7は締付ボルト、24は基礎鉄筋または
地中梁鉄筋、25は雌ねじ部材、26は支持部材
である。
1 to 6 show a reinforcing bar support according to a first embodiment of this invention, in which FIG. 1 is a front view, FIG. 2 is a side view, and FIG. 3 is a FIG. 4 is an enlarged sectional view taken along line A, FIG. 4 is an enlarged sectional view taken along line B-B of FIG. 1, FIG. 5 is a partially cutaway front view of the reinforcing bar support member with vertical rods, and FIG. Figure 7 is the first
FIG. 3 is a longitudinal sectional front view showing the reinforcing bar support of the example in use. Figures 8 to 11 are the second part of this invention.
8 shows a front view, FIG. 9 shows a side view, and FIG. 10 shows a plan view of the reinforcing bar support of the embodiment.
FIG. 11 is an enlarged sectional view taken along the line CC in FIG. 8.
FIG. 12 is a longitudinal sectional front view showing the reinforcing bar support of the second embodiment in use. In the figure, 1 is a catch seat, 2 is a support leg, 3 is a vertical rod insertion part, 4 is a non-slip unevenness, 5 is a vertical rod, 6 is a reinforcing bar support rod, 7 is a tightening bolt, 24 is a foundation reinforcement or underground The beam reinforcing bars, 25 are internally threaded members, and 26 are supporting members.
Claims (1)
の上端部における両腕の先端部に、L形断面の支
持部材26における両腕の先端部が溶接により固
着され、その支持部材26と前記支脚2の上端部
とにより縦杆挿通部3が構成され、前記支持部材
26の溝底部側に雌ねじ部材25が溶接により固
着され、周囲に多数の滑り止め用凹凸4を備えて
いる円形断面の縦杆5の上端部に水平な鉄筋支承
杆6が固着され、前記縦杆挿通部3に、縦杆5が
昇降自在に挿通され、締付ボルト7は支持部材2
6に挿通されて前記雌ねじ部材25に螺合され、
その締付ボルト7により前記縦杆5が支脚2にお
ける両腕に押付けられている鉄筋支持具。 L-shaped cross-section support leg 2 with a catch 1 at the lower end
The tips of both arms of a support member 26 having an L-shaped cross section are fixed to the tips of both arms at the upper end by welding, and the support member 26 and the upper end of the support leg 2 constitute a vertical rod insertion portion 3. A female screw member 25 is fixed by welding to the groove bottom side of the support member 26, and a horizontal reinforcing bar support rod 6 is attached to the upper end of a vertical rod 5 having a circular cross section and having a large number of anti-slip irregularities 4 on the periphery. The vertical rod 5 is inserted into the vertical rod insertion part 3 so as to be able to move up and down, and the tightening bolt 7 is attached to the support member 2.
6 and is screwed into the female screw member 25,
A reinforcing bar support in which the vertical rod 5 is pressed against both arms of the supporting leg 2 by the tightening bolt 7.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP14364383U JPS6051249U (en) | 1983-09-19 | 1983-09-19 | Rebar support |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP14364383U JPS6051249U (en) | 1983-09-19 | 1983-09-19 | Rebar support |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS6051249U JPS6051249U (en) | 1985-04-10 |
JPH0329475Y2 true JPH0329475Y2 (en) | 1991-06-24 |
Family
ID=30320577
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP14364383U Granted JPS6051249U (en) | 1983-09-19 | 1983-09-19 | Rebar support |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS6051249U (en) |
Family Cites Families (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5911555Y2 (en) * | 1979-10-17 | 1984-04-09 | 株式会社国元商会 | Auxiliary support device for reinforcing bar assembly |
JPS5930131Y2 (en) * | 1980-10-24 | 1984-08-28 | 隆二 福岡 | Angle steel frame for assembling reinforcing bars |
-
1983
- 1983-09-19 JP JP14364383U patent/JPS6051249U/en active Granted
Also Published As
Publication number | Publication date |
---|---|
JPS6051249U (en) | 1985-04-10 |
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