JPH0643313Y2 - Building rebar for building foundation - Google Patents

Building rebar for building foundation

Info

Publication number
JPH0643313Y2
JPH0643313Y2 JP11392889U JP11392889U JPH0643313Y2 JP H0643313 Y2 JPH0643313 Y2 JP H0643313Y2 JP 11392889 U JP11392889 U JP 11392889U JP 11392889 U JP11392889 U JP 11392889U JP H0643313 Y2 JPH0643313 Y2 JP H0643313Y2
Authority
JP
Japan
Prior art keywords
bar
muscles
axial
rebar
lateral
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
JP11392889U
Other languages
Japanese (ja)
Other versions
JPH0354516U (en
Inventor
佐助 西山
Original Assignee
有限会社西山鉄網製作所
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 有限会社西山鉄網製作所 filed Critical 有限会社西山鉄網製作所
Priority to JP11392889U priority Critical patent/JPH0643313Y2/en
Publication of JPH0354516U publication Critical patent/JPH0354516U/ja
Application granted granted Critical
Publication of JPH0643313Y2 publication Critical patent/JPH0643313Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Reinforcement Elements For Buildings (AREA)

Description

【考案の詳細な説明】 〔産業上の利用分野〕 本考案は、住宅布基礎工事等に使用される建築基礎用組
み立て鉄筋に関する。
[Detailed Description of the Invention] [Industrial field of application] The present invention relates to an assembled rebar for a building foundation used for construction of a residential cloth foundation or the like.

〔従来の技術及び考案が解決しようとする課題〕[Problems to be solved by conventional techniques and devices]

従来、木造住宅基礎構築用組み立て鉄筋として、第3図
に示す構成のものが知られている(実公昭60-33158号公
報)。
Conventionally, as an assembled reinforcing bar for constructing a wooden house foundation, one having a structure shown in FIG. 3 is known (Japanese Utility Model Publication No. 60-33158).

即ち、この基礎構築用組み立て鉄筋は、一対の平行に延
びる両側筋a,bに中央部が上方及び下方にヘ字型に湾曲
した複数個の横筋cの両側部を溶接することによりベー
ス筋dを形成すると共に、上記横筋cの下側及び上側に
上記両側筋a,bと平行な軸筋eを回動可能に挿入し、こ
の軸筋eに複数個の縦筋fの下端を溶接し、更にこれら
の縦筋fの上端部及び中央部に上記両側筋a,bと平行に
延びる筋g,hをそれぞれ溶接することにより立上り筋i
を構成したものである。
That is, the base reinforcing bar is constructed by welding both side parts of a plurality of lateral reinforcing bars a and b extending in parallel to each other and a plurality of lateral reinforcing bars c whose central portions are curved upward and downward. And the axial line e parallel to the both side lines a and b is rotatably inserted under and above the horizontal line c, and the lower ends of a plurality of vertical lines f are welded to the axial line e. Further, by welding the g and h extending parallel to the both a and b to the upper end and the central part of these vertical streaks f, respectively, the rising streaks i
Is configured.

上記第3図の組み立て鉄筋は、立上り筋iを軸筋eを中
心にして倒すことにより折り畳むことができ、運搬に便
利であると共に、現場では立上り筋iを回動させて垂直
にするだけでよく、従って現場作業が容易になるもので
あるが、この組み立て鉄筋は次に述べる欠点を有する。
The assembled reinforcing bar shown in FIG. 3 can be folded by tilting the rising bar i around the axis e, which is convenient for transportation, and at the site, the standing bar i can be simply rotated to make it vertical. Although good and thus facilitates field work, this rebar has the following drawbacks.

即ち、基礎工事においては、施工現場の状況等に応じて
立上り筋iを横軸cの長さ方向にずらした組み立て鉄筋
が必要になることがあるが、第3図の組み立て鉄筋は軸
筋eの位置が横筋cの中央部に固定されているため、立
上り筋iを横筋cに沿ってずらすことができず、従って
現場の状況によっては施工が困難になることがある。
That is, in the foundation work, an assembled rebar in which the rising streak i is shifted in the length direction of the horizontal axis c may be required depending on the situation of the construction site, but the assembled rebar shown in FIG. Since the position of is fixed to the central portion of the horizontal streak c, the rising streak i cannot be displaced along the horizontal streak c, and therefore construction may be difficult depending on the situation of the site.

一方、現場で立上り筋を横筋に沿ってずらすことができ
る組み立て鉄筋として、連続したW字形状のあばら鉄筋
の内側上方に上端鉄筋、下方内側に下端鉄筋を掛合固定
したラチス梁鉄筋に、同じく連続したW字形状のあばら
鉄筋の内側上方に上端鉄筋、下方内側に下端鉄筋を掛合
固定したラチスベース鉄筋を配し、該ラチス梁鉄筋の下
端鉄筋をラチスベース鉄筋の内側に摺動自在に組込ま
せ、該ラチス梁鉄筋を起倒できるようにしたラチス型の
ものが公知である(実公昭52-7053号公報)。
On the other hand, on the other hand, as an assembled rebar that allows the standing bar to be displaced along the horizontal bar at the site, it is also continuous to the lattice beam rebar with the upper end bar above the inner side of the continuous W-shaped stirrup bar and the lower end bar on the lower inside. The upper part of the W-shaped stirrup bar is arranged above and the lower part of the lattice base is fixed to the lower part, and the lower end bar of the lattice beam rebar is slidably incorporated into the inside of the lattice base bar. A lattice type in which the lattice beam rebar can be raised and lowered is known (Japanese Utility Model Publication No. 52-7053).

しかし、この公報記載のものは、軸筋(梁鉄筋の下端鉄
筋)が摺動自在に配設されているため、施工時に軸筋が
予めセットした位置からずれてしまうことがあり、施工
上不便なことがある。
However, since the axial reinforcement (the lower end reinforcement of the beam reinforcement) is slidably arranged in the one described in this publication, the axial reinforcement may be displaced from the preset position during construction, which is inconvenient for construction. There are things.

本考案は、上記事情に鑑みなされたもので、立上り筋の
軸筋をベース筋の横筋の長さ方向に沿った所望の位置に
配置した状態で製造することができると共に、施工時に
は軸筋がずれることのない組み立て鉄筋を提供すること
を目的とする。
The present invention has been made in view of the above circumstances, and can be manufactured in a state in which the axial muscle of the standing muscle is arranged at a desired position along the longitudinal direction of the lateral muscle of the base muscle, and at the time of construction, the axial muscle is It is intended to provide an assembled rebar that does not shift.

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

本考案は、上記目的を達成するため、互に平行に設けら
れた一対の側筋と両端部が所定間隔毎に上記両側筋の上
側及び下側に交互に固定された複数本の横筋とを有する
ベース筋と、上記横筋の上下間に回動可能に挟持された
上記両側筋に平行な軸筋と下端部が上記軸筋に所定間隔
毎に固定された複数本の縦筋と、これら縦筋の上端部に
固定された上記軸筋に平行な上端筋とを有する立上り筋
とからなる組み立て鉄筋において、上記横筋及び軸筋を
構成する鉄筋として棒状主体の周面に多数のリング状突
部が形成された断面円形の異径棒鋼を使用すると共に、
軸筋の異径棒鋼として棒状主体の径が上記両側筋の径よ
り大径のものを用いたことを特徴とする建築基礎用組み
立て鉄筋を提供する。この場合、軸筋と側筋の径の差に
限定はないが、1〜6mm、特に2〜4mm程度とすることが
好ましい。
In order to achieve the above-mentioned object, the present invention comprises a pair of lateral muscles provided in parallel with each other and a plurality of lateral muscles whose both ends are alternately fixed to the upper side and the lower side of the both side muscles at predetermined intervals. And a plurality of vertical streaks whose bottom ends are fixed to the axial stirrues at predetermined intervals and which are parallel to the both side stirrers rotatably sandwiched between the upper and lower sides of the horizontal stirrup. In an assembled rebar consisting of a standing bar fixed to the upper end of a bar and having an upper bar parallel to the axial bar, a number of ring-shaped projections are formed on the circumferential surface of the rod-shaped main body as the reinforcing bar forming the lateral bar and the axial bar. While using a different diameter steel bar with a circular cross section
Provided is an assembled reinforcing bar for a building foundation, wherein a bar-shaped main bar having a diameter different from that of the above-mentioned two-sided bar is used as the bar with different diameter of the axial bar. In this case, the difference between the diameters of the axial and lateral muscles is not limited, but it is preferably 1 to 6 mm, particularly preferably 2 to 4 mm.

〔作用〕[Action]

本考案においては、両側筋の上側及び下側に交互に固定
された横筋の上下間に軸筋を配置し、横筋で軸筋を挟持
することによって軸筋をベース筋に取り付けるようにし
たので、軸筋を横筋の長さ方向に沿った所望の位置に取
り付けることができ、従って第3図の組み立て鉄筋のよ
うに軸筋の位置が横筋の中央部に固定されることがな
く、様々な施工現場に対応することができる。また、横
筋及び軸筋を構成する鉄筋として周面にリング状突部を
有する異径棒鋼を用いると共に、軸筋として両側筋より
大径のものを用いたことにより、横筋の上下間に軸筋を
挟持したときに横筋のリング状突部と軸筋のリング状突
部が直交状態で当接し、これら突部が互に引掛り合うと
共に、軸筋と両側筋の径の差によって軸筋が上下の横筋
に強く挟まれ、従って作製後には軸筋と横筋とが互にず
れることがなく、このため施工時に立上り筋のベース筋
に対する位置がずれるといった不都合が確実に防止され
るものである。
In the present invention, the axial muscles are arranged between the upper and lower sides of the lateral muscles which are alternately fixed on the upper and lower sides of both lateral muscles, and the axial muscles are attached to the base muscles by sandwiching the axial muscles with the lateral muscles. The axial bar can be attached at a desired position along the longitudinal direction of the horizontal bar, and therefore the position of the axial bar is not fixed to the central part of the horizontal bar as in the assembled rebar of FIG. Can be used in the field. Also, by using different diameter steel bar with ring-shaped protrusions on the peripheral surface as the reinforcing bar that constitutes the horizontal bar and the axial bar, and by using a bar with a diameter larger than both side bars, the axial bar is placed between the upper and lower sides of the horizontal bar. When the pinch is clamped, the ring-shaped protrusions of the horizontal muscles and the ring-shaped protrusions of the axial muscles contact each other in an orthogonal state, and these protrusions are engaged with each other, and the axial muscles are Since it is strongly sandwiched between the upper and lower horizontal muscles, the axial muscles and the horizontal muscles do not deviate from each other after fabrication, and therefore the inconvenience that the position of the standing muscles deviates from the base muscles during the construction is surely prevented.

次に実施例を示し、本考案を具体的に説明するが、本考
案は下記実施例に限定されるものではない。
Next, the present invention will be described in detail with reference to examples, but the present invention is not limited to the following examples.

〔実施例〕〔Example〕

第1図は本考案の一実施例に係る建築基礎用組み立て鉄
筋を示すもので、この組み立て鉄筋1はベース筋2とこ
れに直交する立上り筋3とから構成されている。
FIG. 1 shows an assembled reinforcing bar for a building foundation according to an embodiment of the present invention. The assembled reinforcing bar 1 is composed of a base reinforcing bar 2 and a standing reinforcing bar 3 orthogonal to the base reinforcing bar 2.

ここで、上記ベース筋2は、互に所定間隔離間して平行
に配置された一対の側筋4,4に、これら側筋4,4と直交し
て所定間隔毎に配置された複数本(本実施例では3本)
の横筋5,5,5を、その両端部をそれぞれ側筋4,4の上側及
び下側に交互に溶接することにより固定したものであ
る。
Here, the base muscle 2 is a pair of side muscles 4, 4 arranged in parallel at a predetermined distance from each other, and a plurality of base muscles 2 are arranged at predetermined intervals orthogonal to the side muscles 4, 4. (Three in this embodiment)
The horizontal bars 5, 5, 5 are fixed by welding both ends thereof to the upper side and the lower side of the side bars 4, 4 alternately.

また、上記立ち上り筋3は、上記横筋5,5,5の上下間に
回動可能に挟持された側筋4,4と平行な軸筋6に、この
軸筋6と直交して所定間隔毎に配置された複数本(本実
施例では3本)の縦筋7,7,7の下端部をそれぞれ溶接す
ると共に、これら縦筋7,7,7の上端部及び中間部に上記
軸筋6と平行な上端筋8及び中間筋9をそれぞれ溶接し
たものである。
Further, the standing-up muscle 3 is formed on an axial muscle 6 parallel to the lateral muscles 4, 4 which is rotatably sandwiched between the upper and lower sides of the lateral muscles 5, 5, 5, at predetermined intervals perpendicular to the axial muscle 6. A plurality of (three in the present embodiment) vertical bars 7,7,7 arranged in the above are welded to the lower ends thereof, respectively, and the axial bar 6 is provided at the upper end and the middle part of these vertical bars 7,7,7. The upper end streak 8 and the intermediate streak 9 parallel to the above are respectively welded.

この場合、本組み立て鉄筋1においては、上記横筋5,5,
5及び軸筋6を構成する鉄筋として、第2図に示すよう
に棒状主体10の周面に所定間隔毎に多数のリング状突部
11が形成された断面円形の異径棒鋼が使用されている
(なお、他の鉄筋としても異径棒鋼が使用されてい
る)。また、軸筋6の異径棒鋼は、その棒状主体10の径
が上記両側筋4,4の棒状主体10の径よりも大きいものが
使用されている(本実施例では両側筋4,4の径が10mmで
あるのに対し軸筋6の径は13mm)。
In this case, in the main assembly rebar 1, the horizontal bars 5, 5,
As the reinforcing bars constituting the shaft 5 and the axial bar 6, as shown in FIG. 2, a large number of ring-shaped projections are provided at predetermined intervals on the peripheral surface of the rod-shaped main body 10.
Different diameter steel bar with a circular cross-section with 11 is used (note that different diameter steel bars are also used as other reinforcing bars). Further, as the bar steel having different diameters of the axial reinforcement 6, the diameter of the rod-shaped main body 10 is larger than the diameter of the rod-shaped main body 10 of the above-mentioned both-side reinforcements 4 and 4 (in this embodiment, both-side reinforcements 4 and 4 are used). The diameter is 10 mm, while the diameter of the axial line 6 is 13 mm).

本実施例の組み立て鉄筋1を製造する場合、まず立上り
筋3を作製し、更にこの立上り筋3の軸筋6を両側筋4,
4間に配置すると共に、この軸筋6を上下間に挟むよう
に横筋5,5,5を配置し、次いで横筋5,5,5の両端部を側筋
4,4に溶接するものである。
When manufacturing the assembled reinforcing bar 1 of the present embodiment, first, the standing bar 3 is produced, and further, the axial bar 6 of the standing bar 3 is connected to both side bars 4, 4.
The horizontal muscles 5,5,5 are arranged so that the axial muscle 6 is sandwiched between the upper and lower sides, and then the lateral muscles 5,5,5 are placed on both side portions of the lateral muscles.
It is welded to 4,4.

従って、本組み立て鉄筋1は、製造時に軸筋6を横筋5,
5,5の長さ方向に沿った適宜箇所に配置することによ
り、軸筋6を横筋5,5,5の中央部のみならず端部等の所
望の位置に取り付けることができる。また、製造後には
横筋5,5,5と軸筋6のリング状突部11が互に直交した状
態で引掛り合うと共に、側筋4,4と軸筋6の径の差によ
って軸筋6が横筋5,5,5に強く挟持され、このため横筋
5,5,5と軸筋6とが互にずれることがない。更に、本実
施例の組み立て鉄筋1は、軸筋6を回動可能に設けたこ
とにより、立上り筋3を軸筋6を中心にして倒すことに
より折り畳むことができ、運搬に便利であるという利点
も有する。
Therefore, the rebar 1 is assembled with the axial bar 6 and the horizontal bar 5,
By disposing the shafts 5 at appropriate positions along the length direction, the axial reinforcement 6 can be attached not only to the central portion of the transverse reinforcements 5, 5, 5 but also to desired positions such as the end portions. Further, after manufacturing, the horizontal bars 5, 5, 5 and the ring-shaped projections 11 of the axial bars 6 are engaged with each other in a state of being orthogonal to each other, and the axial bars 6 and 4 are caused by the difference in diameter between the lateral bars 4, 4 and the axial bars 6. Is strongly pinched by the horizontal muscles 5,5,5,
5,5,5 and the axial muscle 6 are not displaced from each other. Further, the assembled rebar 1 of the present embodiment has the advantage that it can be folded by tilting the rising bar 3 around the shaft bar 6 because the shaft bar 6 is rotatably provided, which is convenient for transportation. Also has.

なお、上記実施例では側筋の径を10mm、軸筋の径を13mm
としたが、側筋、軸筋の径はこれらに限られない。ま
た、上記実施例ではベース筋及び立上り筋を格子型に形
成したが、ラチス型等の他の形状にしてもよく、その他
の構成についても本考案の要旨を逸脱しない範囲で種々
変更して差支えない。
In the above example, the diameter of the lateral muscle is 10 mm and the diameter of the axial muscle is 13 mm.
However, the diameters of the lateral muscles and the axial muscles are not limited to these. Further, although the base muscles and the standing muscles are formed in the lattice type in the above embodiment, they may be formed in other shapes such as lattice type, and other configurations may be variously changed without departing from the gist of the present invention. Absent.

〔考案の効果〕[Effect of device]

以上説明したように、本考案の組み立て鉄筋は、製造時
に軸筋を横筋の長さ方向に沿った所望の位置に取り付け
ることができ、従って軸筋を横筋の中央部に配置するこ
とにより組み立て鉄筋を逆T字状にしたり、横筋の端部
に配置することにより組み立て鉄筋を逆L字状にしたり
することができ、従ってあらゆる状況の施工現場に対応
できると共に、製造後には横筋と軸筋を構成する異径棒
鋼のリング状突部が直交状態で引掛かり、しかも両側筋
と軸筋の径の差によって軸筋が横筋の上下間に強く挟持
されるため、施工時に軸筋と横筋とが互いずれるような
ことがなく、施工上非常に便利なものである。
As described above, the assembled reinforcing bar of the present invention can be mounted at a desired position along the longitudinal direction of the transverse bar during manufacturing, and therefore the assembled reinforcing bar can be arranged by arranging the axial bar at the center of the transverse bar. Can be made into a reverse T shape, or by arranging it at the end of the horizontal bar, the assembled rebar can be made into a reverse L shape, so it can be applied to construction sites in all situations, and after manufacturing the horizontal bar and axial bar The ring-shaped protrusions of the different-diameter steel bars that are configured are hooked in an orthogonal state, and the axial reinforcement is strongly sandwiched between the upper and lower sides of the horizontal reinforcement due to the difference in diameter between the two side reinforcements and the axial reinforcement. It is very convenient for construction because it does not shift from each other.

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

第1図は本考案の一実施例を示す斜視図、第2図は異径
棒鋼を示す正面図、第3図は従来の基礎構築用組み立て
鉄筋の一例を示す斜視図である。 1……組み立て鉄筋、2……ベース筋、3……立上り
筋、4……側筋、5……横筋、6……軸筋、7……縦
筋、8……上端筋、10……棒状主体、11……リング状突
部。
FIG. 1 is a perspective view showing an embodiment of the present invention, FIG. 2 is a front view showing a steel bar having a different diameter, and FIG. 3 is a perspective view showing an example of a conventional assembly rebar for foundation construction. 1 ... Assembly rebar, 2 ... Base rebar, 3 ... Rise bar, 4 ... Side bar, 5 ... Horizontal bar, 6 ... Axial bar, 7 ... Vertical bar, 8 ... Upper bar, 10 ... Mainly rod-shaped, 11 …… Ring-shaped protrusion.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】互に平行に設けられた一対の側筋と、両端
部が所定間隔毎に上記両側筋の上側及び下側に交互に固
定された複数本の横筋とを有するベース筋と、 上記横筋の上下間に回動可能に挟持された上記側筋に平
行な軸筋と、下端部が上記軸筋に所定間隔毎に固定され
た複数本の縦筋と、これら縦筋の上端部に固定された上
記軸筋に平行な上端筋とを有する立上り筋と、 からなる組み立て鉄筋において、上記横筋及び軸筋を構
成する鉄筋として棒状主体の周面に多数のリング状突部
が形成された断面円形の異径棒鋼を使用すると共に、軸
筋の異径棒鋼として棒状主体の径が上記両側筋の径より
大径のものを用いたことを特徴とする建築基礎用組み立
て鉄筋。
1. A base muscle having a pair of lateral muscles provided in parallel with each other and a plurality of lateral muscles whose both ends are alternately fixed to the upper side and the lower side of the both side muscles at predetermined intervals, An axial line parallel to the side line, which is rotatably sandwiched between the upper and lower sides of the horizontal line, a plurality of vertical lines whose lower end is fixed to the axial line at predetermined intervals, and upper ends of these vertical lines. In the assembled rebar consisting of a standing bar having an upper end bar parallel to the axis bar fixed to the above, and a plurality of ring-shaped projections are formed on the peripheral surface of the rod-shaped main body as the bar forming the lateral bar and the axis bar. An assembling rebar for a building foundation, characterized in that a different diameter steel bar having a circular cross section is used, and a bar-shaped different diameter steel bar having a bar-shaped main body having a diameter larger than the above-mentioned diameters of both side bars.
JP11392889U 1989-09-28 1989-09-28 Building rebar for building foundation Expired - Lifetime JPH0643313Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11392889U JPH0643313Y2 (en) 1989-09-28 1989-09-28 Building rebar for building foundation

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11392889U JPH0643313Y2 (en) 1989-09-28 1989-09-28 Building rebar for building foundation

Publications (2)

Publication Number Publication Date
JPH0354516U JPH0354516U (en) 1991-05-27
JPH0643313Y2 true JPH0643313Y2 (en) 1994-11-09

Family

ID=31662322

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11392889U Expired - Lifetime JPH0643313Y2 (en) 1989-09-28 1989-09-28 Building rebar for building foundation

Country Status (1)

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JP (1) JPH0643313Y2 (en)

Also Published As

Publication number Publication date
JPH0354516U (en) 1991-05-27

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