JPH035546A - Spacer for anchor bar - Google Patents
Spacer for anchor barInfo
- Publication number
- JPH035546A JPH035546A JP14089389A JP14089389A JPH035546A JP H035546 A JPH035546 A JP H035546A JP 14089389 A JP14089389 A JP 14089389A JP 14089389 A JP14089389 A JP 14089389A JP H035546 A JPH035546 A JP H035546A
- Authority
- JP
- Japan
- Prior art keywords
- spacer
- anchor bar
- panel
- anchor
- tip
- 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
Landscapes
- Load-Bearing And Curtain Walls (AREA)
Abstract
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は建築物の壁などを構成するプレキャストコンク
リートパネルの施工に利用するアンカー筋用スペーサー
に関するものである。DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a spacer for anchor bars used in the construction of precast concrete panels constituting walls of buildings.
住宅あるいは中低層建築物において、壁板としてプレキ
ャストコンクリートパネル(以下、単にパネルという)
を使用する場合の建込み方法としては、従来第6図およ
び第7図に示すようなものがある。この例では長手方向
に空洞部6を形成した穴あきパネル5をワイヤーロープ
などで吊り上げ、基礎ll内に定着させたアンカー筋4
が空洞部6に入り込むようにして、パネル5の建込みを
行い、空洞部6にはモルタルなどのグラウト材が充填さ
れる。Precast concrete panels (hereinafter simply referred to as panels) are used as wall panels in houses or medium- and low-rise buildings.
Conventional construction methods when using a conventional construction method include those shown in FIGS. 6 and 7. In this example, a perforated panel 5 with a cavity 6 formed in the longitudinal direction is lifted with a wire rope or the like, and anchor bars 4 are fixed in the foundation ll.
The panel 5 is erected so that it enters the cavity 6, and the cavity 6 is filled with grout material such as mortar.
なお、第6図の例では桁行方向を鉄骨軸組構造12、ス
パン方向をパネル5を並設した壁構造とした場合であり
、図中13は施工時に使用する仮設梁である。In the example shown in FIG. 6, the steel frame structure 12 is in the column direction, and the wall structure in which panels 5 are arranged in parallel is in the span direction, and 13 in the figure is a temporary beam used during construction.
アンカー筋はあらかじめ、パネルの1 部に一致するよ
うに埋め込まれるが、複数のアンカー筋をそれぞれ対応
するパネルの空洞部に同時に挿入する場合、その位置合
わせが難しい。また、アンカー筋に変形や位置ずれがあ
ると、空洞部に後から充填されるグラウト材のかぶり厚
を十分確保することができない恐れもある。Anchor bars are embedded in advance so as to coincide with one part of the panel, but when multiple anchor bars are simultaneously inserted into corresponding panel cavities, it is difficult to align them. Furthermore, if the anchor bars are deformed or misaligned, there is a risk that it will not be possible to ensure a sufficient covering thickness of the grout material that is later filled into the cavity.
本発明は上述のような問題点を解決することを目的とし
たものである。The present invention is aimed at solving the above-mentioned problems.
以下、本発明のアンカー筋用スペーサーを実施例に対応
する図面の符号を用いて説明する。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The anchor muscle spacer of the present invention will be described below using reference numerals in the drawings that correspond to embodiments.
本発明のアンカー筋用スペーサー1はアンカー筋4の先
端外周に嵌合する円筒部材2と、円筒部材2より放射状
に伸びる複数本の綿材3とからなる。An anchor muscle spacer 1 of the present invention includes a cylindrical member 2 that fits around the outer periphery of the tip of an anchor muscle 4, and a plurality of cotton materials 3 that extend radially from the cylindrical member 2.
円筒部材2はアンカー筋4の外径より大径の鋼管などか
らなり、溶接などにより鉄筋あるいは大径の針金などか
らなる線材3が取り付けられる。The cylindrical member 2 is made of a steel pipe or the like having a larger diameter than the outer diameter of the anchor reinforcement 4, and a wire rod 3 made of a reinforcing bar or a large diameter wire is attached by welding or the like.
施工においては、基礎11などから立上るアンカー筋4
の先端に本発明のスペーサー1を取り付け、従来と同様
、アンカー筋4に対する空洞部6の位置合わせをしたパ
ネル5を上方より建込む。During construction, anchor bars 4 rising from the foundation 11 etc.
The spacer 1 of the present invention is attached to the tip of the panel 5, and the panel 5 is erected from above, with the cavity 6 aligned with the anchor bar 4, as in the conventional case.
このとき、スペーサーlの線材3が空洞部6内でガイド
の役目をはたし、アンカー筋4が空洞部6の軸線上に位
置した状態でパネル5の建込みを行うことができる。そ
の後、空洞部6にはモルタルなどのグラウト材が充填さ
れ、パネル5はアンカー筋4を介して、基礎11などに
定着される。また、スペーサーlがアンカー筋4を空洞
部6の中央に保持するため、グラウト材の充填において
、十分なかぶり厚を確保し、確実な定着構造が得ること
ができる。At this time, the wire 3 of the spacer 1 serves as a guide within the cavity 6, and the panel 5 can be erected with the anchor bars 4 positioned on the axis of the cavity 6. Thereafter, the cavity 6 is filled with a grouting material such as mortar, and the panel 5 is fixed to a foundation 11 or the like via the anchor bars 4. Further, since the spacer l holds the anchor thread 4 at the center of the cavity 6, a sufficient cover thickness can be ensured when filling with grout material, and a reliable anchoring structure can be obtained.
次に図示した実施例について説明する。 Next, the illustrated embodiment will be described.
第1図は本発明の一実施例におけるスペーサーの使用状
態を示したもので、壁を構成するパネル5の空洞部に、
基礎11より立上るアンカー筋4が先端に本発明のスペ
ーサー1を取り付けた状態で挿入される。第2図はパネ
ル5の空洞部6とアンカー筋4の位置関係の一例を示し
たもので、例えば1つおき、あるいは図に示すように2
つおきの空洞部6にアンカー筋4が挿入される。図中、
7はパネル5の補強用鉄筋である。FIG. 1 shows how a spacer is used in an embodiment of the present invention, in which a spacer is placed in a hollow part of a panel 5 constituting a wall.
The anchor reinforcement 4 rising from the foundation 11 is inserted with the spacer 1 of the present invention attached to its tip. FIG. 2 shows an example of the positional relationship between the hollow part 6 of the panel 5 and the anchor reinforcement 4.
The anchor muscle 4 is inserted into the hollow part 6 of the anchor. In the figure,
7 is a reinforcing steel bar for the panel 5.
本実施例におけるスペーサー1は鋼管を切断した形状の
円筒体2の一端に、線材3として細径の鉄筋を十字に固
定したもので、第1図および第2図に示すように、空洞
部6内においてアンカー筋4を空洞部6の中心に保持し
ている。なお、線材3の先端部は下向きに曲げ加工し、
挿入に際して支障とならないようにしである。また、本
実施例のスペーサー1では円筒体2の上端を綿材3が横
切るため、線材3がアンカー筋4のストー/パーの役目
を兼ねている。The spacer 1 in this embodiment is made by fixing a thin reinforcing bar as a wire rod 3 in a cross shape to one end of a cylindrical body 2 in the shape of a cut steel pipe, and as shown in FIGS. The anchor muscle 4 is held at the center of the cavity 6 inside. Note that the tip of the wire 3 is bent downward,
This is done so that it does not interfere with insertion. Further, in the spacer 1 of this embodiment, since the cotton material 3 crosses the upper end of the cylindrical body 2, the wire material 3 also serves as a stopper/par for the anchor wire 4.
寸法の一例を挙げると、板厚1201のパネル5に第3
図に示すような直径50mraの空洞部6を設けた場合
において、アンカー筋4の径が16mm、スペーサー1
の円筒体2の内径が約16mm、長さ15mm、線材3
の径が2mm程度のものを使用することができる。なお
、以上はあくまで一例であり、これに限定されるもので
はない。To give an example of dimensions, panel 5 with a thickness of 1201 mm has a third
In the case where a cavity 6 with a diameter of 50 mra is provided as shown in the figure, the diameter of the anchor muscle 4 is 16 mm, and the spacer 1 is
The inner diameter of the cylindrical body 2 is approximately 16 mm, the length is 15 mm, and the wire rod 3
A diameter of about 2 mm can be used. Note that the above is just an example, and the invention is not limited to this.
第4図および第5図はスペーサー1の他の実施例を示し
たもので、円筒体2の外周面に下向きU字状の線材3を
溶接したものである。機能的には上述した実施例のもの
とほぼ同じであるが、アンカー筋4の先端と線材3とは
当接しない。4 and 5 show another embodiment of the spacer 1, in which a downward U-shaped wire 3 is welded to the outer peripheral surface of a cylindrical body 2. Although it is functionally almost the same as the embodiment described above, the tip of the anchor bar 4 and the wire 3 do not come into contact with each other.
本発明のスペーサーを用いることにより、パネルの空洞
部におけるアンカー筋の位置精度を容易に出すことがで
き、パネル建込みの施工性を向上させることができる。By using the spacer of the present invention, the positional accuracy of the anchor bars in the cavity of the panel can be easily achieved, and the workability of panel erection can be improved.
また、放射状に伸びる線材により、グラウト材の所定の
かぶり厚を確保することができ、充填スペースを全周と
れるため、所定の付着強度を確保することができる。Furthermore, the radially extending wire rods make it possible to ensure a predetermined covering thickness of the grout material, and since a filling space can be provided all around, a predetermined adhesion strength can be ensured.
第1図は本発明の一実施例におけるスペーサーの使用状
態を示す斜視図、第2図は第1図の実施例におけるパネ
ル空洞部とスペーサーの関係を示す水平断面図、第3図
は第2図のI−I断面図、第4図は他の実施例における
スペーサーの使用状態を示す斜視図、第5図は第4図の
実施例におけるスペーサーの斜視図、第6図は従来例と
してのパネルの建込みの様子を示す斜視図、第7図はお
同じくパネルの空洞部へのアンカー筋の挿入の様子を示
す斜視図である。
1・・・スペーサー 2・・・円筒部材、3・・・線材
、4・・・アンカー筋、
5・・・パネル、
1・・・基礎、
6・・・空洞部、
第
図FIG. 1 is a perspective view showing how a spacer is used in an embodiment of the present invention, FIG. 2 is a horizontal sectional view showing the relationship between the panel cavity and the spacer in the embodiment of FIG. 1, and FIG. FIG. 4 is a perspective view showing how the spacer is used in another embodiment, FIG. 5 is a perspective view of the spacer in the embodiment shown in FIG. 4, and FIG. 6 is a conventional example. FIG. 7 is a perspective view showing how the panel is erected, and FIG. 7 is a perspective view showing how anchor bars are inserted into the cavity of the panel. 1... Spacer 2... Cylindrical member, 3... Wire rod, 4... Anchor bar, 5... Panel, 1... Foundation, 6... Cavity part, Fig.
Claims (1)
ンクリートパネルに使用するアンカー筋用スペーサーで
あって、アンカー筋の外径より大きい径を有し、前記ア
ンカー筋の先端外周に嵌合する円筒部材と、前記コンク
リートパネルの空洞部内において、前記円筒部材より放
射状に伸びる複数本の線材とからなることを特徴とする
アンカー筋用スペーサー。(1) An anchor bar spacer used in a concrete panel having a hollow part for inserting the anchor bar in the longitudinal direction, which has a diameter larger than the outer diameter of the anchor bar and fits into the outer periphery of the tip of the anchor bar. A spacer for an anchor reinforcement, comprising a cylindrical member and a plurality of wire rods extending radially from the cylindrical member within a cavity of the concrete panel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP14089389A JPH035546A (en) | 1989-06-02 | 1989-06-02 | Spacer for anchor bar |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP14089389A JPH035546A (en) | 1989-06-02 | 1989-06-02 | Spacer for anchor bar |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH035546A true JPH035546A (en) | 1991-01-11 |
Family
ID=15279240
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP14089389A Pending JPH035546A (en) | 1989-06-02 | 1989-06-02 | Spacer for anchor bar |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH035546A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5087962A (en) * | 1991-02-25 | 1992-02-11 | Motorola Inc. | Insulated lead frame using plasma sprayed dielectric |
-
1989
- 1989-06-02 JP JP14089389A patent/JPH035546A/en active Pending
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5087962A (en) * | 1991-02-25 | 1992-02-11 | Motorola Inc. | Insulated lead frame using plasma sprayed dielectric |
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