JPH07111082B2 - Spacer - Google Patents
SpacerInfo
- Publication number
- JPH07111082B2 JPH07111082B2 JP4038034A JP3803492A JPH07111082B2 JP H07111082 B2 JPH07111082 B2 JP H07111082B2 JP 4038034 A JP4038034 A JP 4038034A JP 3803492 A JP3803492 A JP 3803492A JP H07111082 B2 JPH07111082 B2 JP H07111082B2
- Authority
- JP
- Japan
- Prior art keywords
- spacer
- bottom plate
- plate
- binding
- sheath
- 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 - Fee Related
Links
- 125000006850 spacer group Chemical group 0.000 title claims description 34
- 230000000630 rising effect Effects 0.000 claims 1
- 239000004567 concrete Substances 0.000 description 6
- 229910000831 Steel Inorganic materials 0.000 description 3
- 239000004570 mortar (masonry) Substances 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 239000011513 prestressed concrete Substances 0.000 description 2
- 101700004678 SLIT3 Proteins 0.000 description 1
- 102100027339 Slit homolog 3 protein Human genes 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
Landscapes
- Road Repair (AREA)
- Reinforcement Elements For Buildings (AREA)
Description
【0001】[0001]
【産業上の利用分野】本発明は、コンクリートを打設す
る場合にコンクリート中に埋設される部材を適切な位置
に保持するためのスペーサに関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a spacer for holding a member embedded in concrete in an appropriate position when pouring concrete.
【0002】[0002]
【従来の技術】本発明者らはさきに特願平3−1751
55号出願において図2に示すようなPC版シースの交
点結束支持具20を提案した。このPC版シースの交点
結束支持具20は大形のPC舗装版のようなポストテン
ション方式のプレストレストコンクリート版に碁盤目状
に配設されたシース30、31の多数の交点を機械力を
用いて自動的に上方から結束するものである。このPC
版シース30、31の交点結束支持具20は、鋼板等か
らなり、水平底板21と鉛直脚22とを有し、シース3
1の下面にコンクリートかぶりを確保するスペーサを兼
ねている。2. Description of the Related Art The inventors of the present invention previously mentioned Japanese Patent Application No. 3-1751.
In the No. 55 application, an intersection binding support 20 for a PC plate sheath as shown in FIG. 2 was proposed. The intersection binding supporter 20 of this PC plate sheath is a post tension type prestressed concrete plate such as a large PC pavement plate that uses mechanical force to apply a large number of intersections of the sheaths 30 and 31 arranged in a grid pattern. It is automatically bound from above. This PC
The intersection bundling support 20 of the plate sheaths 30 and 31 is made of a steel plate or the like, has a horizontal bottom plate 21 and a vertical leg 22, and has a sheath 3
It also serves as a spacer to secure the concrete cover on the lower surface of 1.
【0003】図4にPC舗装版10の端部11の部分断
面図を示した。PC舗装版10は端部11が肉厚となっ
ており、上記PC版シースの交点結束支持具20は地盤
との間に不均等な隙間h1、h2、h3、h4、h5を
生ずる。また図5に示すように、PC版10の下部地盤
に不陸がある場合には隙間h6、h7などを生ずる。し
たがって、これらの不均等な隙間h1、h2、h3、h
4、h5、h6、h7をスペーサで補わなければならな
い。FIG. 4 shows a partial sectional view of the end portion 11 of the PC paving slab 10. The PC pavement plate 10 has a thick end portion 11, and the intersection binding support 20 of the PC plate sheath causes uneven gaps h1, h2, h3, h4, and h5 with the ground. Further, as shown in FIG. 5, when there is unevenness in the lower ground of the PC plate 10, gaps h6, h7, etc. occur. Therefore, these uneven gaps h1, h2, h3, h
4, h5, h6, h7 must be supplemented with spacers.
【0004】従来、図6に示すようなモルタル製のスペ
ーサ12がこのような場合に用いられている。スペーサ
12は各陵の寸法a1 、a2 、a3 が異なる直方体であ
って、その置き方により、隙間a1 、a2 、a3 に対応
できるものである。しかし、隙間がこの寸法と異なる場
合には適合せず、スペーサとして十分な機能を有しない
か、または、他の手段を併用して隙間を完全に埋めなけ
ればならなかった。また、このスペーサ12はコンクリ
ート打設中に生じる移動を防ぐために、スペーサの各面
に埋め込んである結束線13を用いて結束しなければな
らない。Conventionally, a mortar spacer 12 as shown in FIG. 6 has been used in such a case. The spacer 12 is a rectangular parallelepiped whose dimensions a 1 , a 2 and a 3 are different from each other, and the spacer 12 can correspond to the gaps a 1 , a 2 and a 3 depending on how it is placed. However, if the gap is different from this size, it is not suitable and does not have a sufficient function as a spacer, or other means must be used together to completely fill the gap. Further, the spacers 12 must be bound together by using the binding wires 13 embedded in the respective surfaces of the spacers in order to prevent the movement occurring during the pouring of concrete.
【0005】[0005]
【発明が解決しようとする課題】本発明はこのような問
題点を解消したスペーサを提供することを目的とするも
のである。特に上述のPC舗装版のように広大な面積に
ポストテンション方式のプレストレストコンクリート版
を打設する場合に多数の縦横シースの交点を機械力によ
って結束するPC版シースの交点結束支持具を地盤上に
配設してPC版コンクリートを打設する工程において、
寸法の異なる隙間にスペーサを高さを合わせて迅速に設
置することができるようにすることを課題とする。さら
にこの場合、従来のように結束線を用いて1個ずつ結束
するような手間をなくすることも課題である。SUMMARY OF THE INVENTION It is an object of the present invention to provide a spacer that solves such problems. In particular, when a post-tensioning prestressed concrete slab is placed in a vast area such as the above-mentioned PC paving slab, an intersection tie support of PC sheath that binds the intersections of many longitudinal and transverse sheaths by mechanical force is placed on the ground. In the process of placing and pouring PC plate concrete,
An object of the present invention is to make it possible to quickly install a spacer by matching the heights in gaps having different dimensions. Further, in this case, it is also a problem to eliminate the trouble of binding the wires one by one using a binding wire as in the conventional case.
【0006】[0006]
【課題を解決するための手段】本発明は水平底板及びこ
れから立ち上がる鉛直脚を有するシース結束支持具の高
さ調整用スペーサであって、該スペーサは全体形状がほ
ぼ直方体状をなし、前記水平底板を支承する多数段のス
リットと、該スリットと同方向の開口を有し前記鉛直脚
に係止する取付部とを備えたことを特徴とするスペーサ
である。 SUMMARY OF THE INVENTION The present invention is a horizontal bottom plate and
The height of the sheath tie support with vertical legs that stand up from it
A spacer for adjusting the height, which has a substantially rectangular parallelepiped shape as a whole and has a multi-step spacer for supporting the horizontal bottom plate.
The vertical leg having a lid and an opening in the same direction as the slit.
And a mounting portion that is locked to the spacer.
Is.
【0007】[0007]
【作用】本発明のスペーサは多数段のスリットを有する
ので薄板状の底板を有する支持具の底板をこのスリット
に挿入すれば底板と地盤との間の隙間の寸法が種々多様
であってもこの隙間寸法に直ちに適合することができる
スペーサである。また、前記スリットは水平底板及び鉛
直脚を備えたシース結束支持具の底板を支承するスリッ
トであり、該鉛直脚に係止する取付部を頂部に備えるこ
とによって、一動作で取り付けることができ、結束線等
によって結束する手間が不要である。したがって、PC
版シースの多数の交点結束支持具の補助スペーサとして
極めて有用である。Since the spacer of the present invention has a multiplicity of slits, if the bottom plate of a support having a thin bottom plate is inserted into this slit, even if the size of the gap between the bottom plate and the ground varies, It is a spacer that can immediately adapt to the gap size. Further, the slit is a slit for supporting the bottom plate of the sheath binding support having a horizontal bottom plate and a vertical leg, and by providing a mounting portion for locking the vertical leg at the top, it can be mounted in one operation, There is no need for the work of binding with a binding wire or the like. Therefore, the PC
It is extremely useful as an auxiliary spacer for a number of cross-tie binding supports for plate sheaths.
【0008】[0008]
【実施例】図1に本発明の実施例のスペーサ1を示し
た。このスペーサ1は薄鋼板を所定の形にプレス打抜き
し、これを折曲げて成形したものである。その全体形状
はほぼ直方体状をなす中空体である。底面2と平行な多
数のスリット3が設けられている。スリット3は櫛状に
形成されており、そのスリット間の歯4は上方に位置す
る歯の長さが短かくて下方に行くに従い長くなるように
階段状を呈しており、またスリット3の入口部は面取り
5を施してあり、任意の高さ位置のスリットに板を挿入
し易いようになっている。また実施例のスペーサ1は上
面に垂直部材に係止する取付部6が設けられている。実
施例ではこの取付部6はスリット3と同方向に開口7を
有し、垂直部材に外嵌し、一旦垂直部材が係止するとこ
の外嵌が外れないように外れ止め8が設けられている。EXAMPLE FIG. 1 shows a spacer 1 according to an example of the present invention. The spacer 1 is formed by stamping a thin steel plate into a predetermined shape and bending it. The entire shape is a hollow body having a substantially rectangular parallelepiped shape. A large number of slits 3 parallel to the bottom surface 2 are provided. The slits 3 are formed in a comb shape, and the teeth 4 between the slits have a stepped shape such that the length of the teeth located at the upper side is short and becomes longer toward the lower side. The portion is chamfered 5 so that the plate can be easily inserted into the slit at an arbitrary height position. Further, the spacer 1 of the embodiment is provided with a mounting portion 6 on the upper surface for engaging with a vertical member. In the embodiment, the mounting portion 6 has an opening 7 in the same direction as the slit 3 and is externally fitted to the vertical member and provided with a stopper 8 so that the external fitting does not come off once the vertical member is locked. .
【0009】 このスペーサ1を図2に示すPC版シ
ースの交点結束支持具20の底板21及び鉛直脚22
に、図3に示すように、横方向から嵌めると、底板21
と地盤の間の任意寸法の隙間に対応するスリットに底板
21が挿入される。したがって、このスペーサ1は一動
作で取付けることができ底板21を地盤上に支持し、取
付部6は鉛直脚22に係止し、コンクリート打設時にも
外れることがない。従来のモルタルブロック製スペーサ
のように、結束線などによって結束する必要がない。The bottom plate 21 and the vertical leg 22 of the intersection binding support 20 of the PC plate sheath shown in FIG.
As shown in FIG. 3, the bottom plate 21 is
The bottom plate 21 is inserted into a slit corresponding to a gap of arbitrary size between the ground and the ground. Accordingly, the spacer 1 supports a bottom plate 21 can be mounted in one motion <br/> operation on the ground, collected
The attachment part 6 is locked to the vertical leg 22 and does not come off even when placing concrete. Unlike conventional mortar block spacers, there is no need to bind them with binding wires.
【0010】[0010]
【発明の効果】本発明のスペーサは、PC版シースの交
点結束支持具の底板と地盤との間の任意の隙間寸法に対
してその隙間高さに合致した高さに容易に取付けること
ができる。したがって、多数のスペーサを必要高さに迅
速に取付けることができ、全体のPC版造成工事の工期
短縮、高能率化、低コスト化に大きく寄与する。またこ
のスペーサは鋼板からプレス加工によって大量に安価に
製作することができる。The spacer of the present invention can be easily attached to a height corresponding to the height of the gap between the bottom plate of the intersection binding support of the PC plate sheath and the ground. . It was, but I, can attach quickly taken a large number of the spacer to the necessary height, shortening the construction period of the entire PC version reclamation construction, high efficiency, greatly contributes to cost reduction. Further, this spacer can be manufactured in large quantities at a low cost from a steel plate by pressing.
【図1】実施例のスペーサの斜視図である。FIG. 1 is a perspective view of a spacer according to an embodiment.
【図2】 PC版シースの交点結束支持具の斜視図であ
る。2 is a perspective view of a PC version sheath intersection binding supporting lifting member.
【図3】実施例のスペーサの取付直前の状態を示す斜視
図である。FIG. 3 is a perspective view showing a state immediately before attachment of the spacer of the embodiment.
【図4】PC舗装版の端部断面図である。FIG. 4 is an end cross-sectional view of a PC paving slab.
【図5】PC舗装版の端部断面図である。FIG. 5 is an end cross-sectional view of a PC paving slab.
【図6】従来のモルタル製スペーサの斜視図である。FIG. 6 is a perspective view of a conventional mortar spacer.
1 スペーサ 2 底面 3 スリット 4 歯 5 面取り 6 取付部 7 開口 8 外れ止め 10 PC舗装版 11 端部 12 従来のスペーサ 13 結束線 20 PC版シースの交点結束支持具 21 底板 22 鉛直脚 30、31 シース 1 spacer 2 bottom surface 3 slit 4 tooth 5 chamfer 6 mounting portion 7 opening 8 retaining stopper 10 PC paving plate 11 end portion 12 conventional spacer 13 binding wire 20 intersection point binding support for PC plate 21 bottom plate 22 vertical leg 30, 31 sheath
Claims (1)
有するシース結束支持具の高さ調整用スペーサであっ
て、該スペーサは全体形状がほぼ直方体状をなし、前記
水平底板を支承する多数段のスリットと、該スリットと
同方向の開口を有し前記鉛直脚に係止する取付部とを備
えたことを特徴とするスペーサ。1. A horizontal bottom plate and a vertical leg rising from the horizontal bottom plate.
It is a spacer for adjusting the height of the sheath bundling support
Te, the spacer is overall shape is a substantially rectangular parallelepiped shape, wherein
A large number of slits for supporting the horizontal bottom plate, and the slits
A mounting portion having an opening in the same direction and locked to the vertical leg is provided.
A spacer characterized by the fact that it has been obtained .
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4038034A JPH07111082B2 (en) | 1992-02-25 | 1992-02-25 | Spacer |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4038034A JPH07111082B2 (en) | 1992-02-25 | 1992-02-25 | Spacer |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH05346063A JPH05346063A (en) | 1993-12-27 |
| JPH07111082B2 true JPH07111082B2 (en) | 1995-11-29 |
Family
ID=12514269
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP4038034A Expired - Fee Related JPH07111082B2 (en) | 1992-02-25 | 1992-02-25 | Spacer |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH07111082B2 (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR200194133Y1 (en) * | 2000-02-03 | 2000-09-01 | 엠에스아시아주식회사 | Locking Device of a Latticed Reinforce Member |
| JP3964301B2 (en) * | 2002-10-11 | 2007-08-22 | 西松建設株式会社 | Concrete cover thickness correcting wedge and concrete cover thickness correcting jig |
-
1992
- 1992-02-25 JP JP4038034A patent/JPH07111082B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH05346063A (en) | 1993-12-27 |
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|
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| S531 | Written request for registration of change of domicile |
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