JPH0573566B2 - - Google Patents
Info
- Publication number
- JPH0573566B2 JPH0573566B2 JP26854890A JP26854890A JPH0573566B2 JP H0573566 B2 JPH0573566 B2 JP H0573566B2 JP 26854890 A JP26854890 A JP 26854890A JP 26854890 A JP26854890 A JP 26854890A JP H0573566 B2 JPH0573566 B2 JP H0573566B2
- Authority
- JP
- Japan
- Prior art keywords
- sheath
- sheaths
- spacer
- fastening
- production
- 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 claims description 17
- 238000004519 manufacturing process Methods 0.000 claims description 8
- 238000003780 insertion Methods 0.000 claims description 7
- 230000037431 insertion Effects 0.000 claims description 7
- 239000011513 prestressed concrete Substances 0.000 claims description 7
- 239000000463 material Substances 0.000 claims description 4
- 239000011248 coating agent Substances 0.000 claims description 3
- 238000000576 coating method Methods 0.000 claims description 3
- 238000005452 bending Methods 0.000 claims description 2
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 claims description 2
- 229920003002 synthetic resin Polymers 0.000 claims description 2
- 239000000057 synthetic resin Substances 0.000 claims description 2
- 239000002184 metal Substances 0.000 claims 1
- 230000002093 peripheral effect Effects 0.000 claims 1
- 239000004567 concrete Substances 0.000 description 4
- 238000000465 moulding Methods 0.000 description 4
- 229910000831 Steel Inorganic materials 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 238000005266 casting Methods 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 238000007796 conventional method Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 239000003973 paint Substances 0.000 description 1
Description
【発明の詳細な説明】
(産業上の利用分野)
本発明は、主として舗装版として用いるプレス
トレストコンクリート(以下PCと記す)版の成
型において、PC鋼材を挿通するためのシースを
縦横に交差させて配置する際に、交差位置にてシ
ース間を締結させると同時にPC版底面から所定
のかぶり高さに位置決めするためのPC版製造に
おけるシース間締結兼用シーススペーサーに関す
る。[Detailed Description of the Invention] (Industrial Application Field) The present invention is directed to forming prestressed concrete (hereinafter referred to as PC) slabs mainly used as pavement slabs by intersecting sheaths for inserting prestressed concrete steel materials vertically and horizontally. The present invention relates to a sheath spacer that can be used to fasten sheaths in PC plate manufacturing, for fastening sheaths at intersecting positions and at the same time positioning the sheaths at a predetermined covering height from the bottom of the PC plate.
(従来の技術)
近年、空港の滑走路や誘導路、更には一般の道
路において、PC版による舗装が普及しつつある。(Prior Art) In recent years, paving using a PC version has become popular for airport runways, taxiways, and even general roads.
この種の舗装に使用するPC版の成型に際し、
現場打の場合、例えば第5図、第6図に示すよう
に、路盤1の表面に路盤紙2を敷き、その上に鉄
筋3を格子状に配筋し、更にその上にPC鋼材挿
通用のシース4,5を格子状に配置している。こ
の各シースの位置決めを、上下のシース4,5の
交差位置にて両者を結束線6をもつて互いに結び
付けるとともに、路盤紙2と下側のシース5との
間にコンクリート製の駒からなるスペーサー7を
介在させることによつて行つている。 When molding the PC plate used for this type of pavement,
In the case of casting on site, for example, as shown in Figures 5 and 6, a base course paper 2 is laid on the surface of a roadbed 1, reinforcing bars 3 are arranged in a lattice pattern on top of it, and then prestressing steel material is inserted on top of it. The sheaths 4 and 5 are arranged in a grid pattern. The positioning of each sheath is determined by connecting the upper and lower sheaths 4 and 5 to each other with a binding wire 6 at the intersection point, and using a spacer made of a concrete piece between the roadbed paper 2 and the lower sheath 5. This is done by intervening 7.
このようにして鉄筋3及びシース4,5の配置
完了後、コンクリートを打設して舗装版を形成
し、然る後、シース4,5内にPC鋼材を挿通し、
これを緊張することによつて応力を導入し、PC
舗装版としている。 After completing the placement of the reinforcing bars 3 and sheaths 4 and 5 in this way, concrete is poured to form a paving slab, and then the PC steel material is inserted into the sheaths 4 and 5.
By tensioning this, stress is introduced and the PC
It is a paved version.
また、プレキヤストPC版の成型に際しては、
前述した路盤に代えて型枠が使用されるものであ
り、その他の工程は上述と同様である。 In addition, when molding the precast PC version,
A formwork is used in place of the roadbed described above, and the other steps are the same as those described above.
(発明が解決しようとする課題)
上述した従来の方法は、シースの位置決めのた
めに、コンクリート駒からなるスペーサーと結束
線を使用するものであるために、特に縦横のシー
ス間を結束線にて結び付ける作業に多くの手数を
要し、しかも、その結束作業はシースを踏み付け
ずに行わなければならないため、作業者は常に中
腰での作業を強いられることとなり、作業条件が
苛酷であり、非能率的であつた。また、スペーサ
ーは単にシース下に置くだけであるため、シース
位置決め作業やコンクリート打設作業中にずれ易
く、場合によつてはシースの埋設高さに狂いが生
じる等の問題があつた。(Problems to be Solved by the Invention) The conventional method described above uses a spacer made of concrete pieces and a binding wire for positioning the sheath. It takes a lot of work to tie the sheath, and it has to be done without stepping on the sheath, so the worker is forced to work half-heartedly, creating harsh working conditions and increasing inefficiency. It was spot on. Further, since the spacer is simply placed under the sheath, it is likely to shift during sheath positioning work or concrete pouring work, and in some cases, there are problems such as deviations in the buried height of the sheath.
本発明は、このような従来の問題に鑑み、シー
ス間の締結と、そのかぶり高さの位置決めがワン
タツチにて同時に行えるプレストレストコンクリ
ート版製造におけるシース間締結兼用シーススペ
ーサーの提供を目的としたものである。 In view of such conventional problems, the present invention aims to provide a sheath spacer that can be used to fasten sheaths and determine the covering height at the same time in the production of prestressed concrete slabs with a single touch. be.
(課題を解決するための手段)
上述の如き従来の問題を解決し、所期の目的を
達成するための、本発明の要旨とするところは、
互いに水平の向きで上下に配置されて交差する二
本のシースの交差位置において、上側シースの上
面外周に沿つてまたがり、両端が下側シースの側
部に垂下される略逆U字形の上側シース嵌入部
と、前記U字形の両平行片部の下端を前記下側シ
ースの下面外周に沿う円弧状に湾曲させた一対の
下側シース嵌入部と、該両下側シース嵌入部にそ
れぞれ連続させた一対の支持脚部とを一体に有し
てなるプレストレストコンクリート版製造におけ
るシース間締結兼用シーススペーサーに存する。(Means for Solving the Problems) The gist of the present invention is to solve the above-mentioned conventional problems and achieve the intended purpose.
A substantially inverted U-shaped upper sheath that straddles the upper outer periphery of the upper sheath at the intersection of two sheaths that are arranged horizontally above and below and intersect with each other, with both ends hanging down from the sides of the lower sheath. The fitting part and the lower ends of the U-shaped both parallel pieces are respectively connected to a pair of lower sheath fitting parts curved in an arc shape along the outer periphery of the lower surface of the lower sheath, and both lower sheath fitting parts. The present invention relates to a sheath spacer and a sheath spacer for fastening between sheaths in the production of prestressed concrete slabs, which integrally has a pair of supporting legs.
(作用)
本発明のシース間締結兼用スペーサーは、上下
に直交するシースの交差位置において、上側シー
ス嵌入部を上側シースにまたがらせ、その頂部を
中心にして両下側シース嵌入部を下側シース下に
回動させることによつて両シース間が締結され
る。このとき、支持脚部が上下方向に向いてシー
ス下に垂下されることとなり、その下端を路盤あ
るいは型板面に当接させることによつて両シース
は所定高さに位置決めされる。(Function) The inter-sheath fastening spacer of the present invention has the upper sheath fitting part straddle the upper sheath at the intersection position of the sheaths that are orthogonal to each other, and the both lower sheath fitting parts facing downward with the top part as the center. By rotating it under the sheath, the two sheaths are fastened together. At this time, the support legs are oriented vertically and suspended below the sheath, and both sheaths are positioned at a predetermined height by bringing their lower ends into contact with the roadbed or template surface.
(実施例)
次に本発明の実施の一例を第1図〜第4図につ
いて説明する。(Example) Next, an example of implementation of the present invention will be described with reference to FIGS. 1 to 4.
このシース間締結兼用シーススペーサーは、一
本の線材を折り曲げて全体を一体成型しており、
頂部に略逆U字形をした上側シース嵌入部11を
有し、その逆U字形の両平行片部11a,11a
の下端をそれぞれ同方向に湾曲させて円弧状に成
型した一対の下側シース嵌入部12,12を有
し、更にその両下側シース嵌入部12,12のそ
れぞれの先端側を下向きに曲げて支持脚部13,
13としている。両支持脚部13,13の下端は
下側シース嵌入部側へ略直角に折り曲げられた水
平軸部13a,13aとなつている。そして、こ
の水平軸部13a,13aを含む支持脚部13,
13の略下半部分の外周面に合成樹脂塗料による
防錆被覆14が施されている。 This sheath spacer, which also serves as a fastener between sheaths, is made by bending a single wire rod and molding the whole piece into one piece.
It has an upper sheath insertion part 11 having a substantially inverted U shape at the top, and both parallel pieces 11a, 11a of the inverted U shape.
It has a pair of lower sheath fitting parts 12, 12 whose lower ends are respectively curved in the same direction and formed into an arc shape, and further, the respective tip sides of both lower sheath fitting parts 12, 12 are bent downward. support leg 13,
It is set at 13. The lower ends of both support legs 13, 13 form horizontal shaft portions 13a, 13a bent at a substantially right angle toward the lower sheath insertion portion. The support leg portion 13 including the horizontal shaft portions 13a, 13a,
An anti-rust coating 14 made of synthetic resin paint is applied to the outer circumferential surface of approximately the lower half of the housing 13 .
また、このスペーサーは、上側シース嵌入部1
1の頂部下面位置と下側シース嵌入部12の底部
上面位置との間aが締結しようとするシース4,
5の外径の和に等しいか、それより稍短い長さに
成型されている。 In addition, this spacer is connected to the upper sheath insertion part 1.
1 and the bottom upper surface position of the lower sheath fitting part 12.
The length is equal to or slightly shorter than the sum of the outer diameters of 5.
このスペーサーの使用に際しては第1図、第4
図に示すように両シース4,5の交差位置におい
て、上側シース嵌入部11内に上側シースを嵌合
させるとともに下側シース嵌入部12,12内に
下側シース5を嵌合させることにより、両シース
4,5が弾性的に直交配置に締結され、水平方向
の位置決めがなされる。そして、支持脚部13,
13の下端側を現場打の場合には路盤紙2上に、
またプレキヤスト版製造の場合には底面型板上に
支持されることにより、両シース4,5が一定の
かぶり高さに位置決めされる。 When using this spacer, please refer to Figures 1 and 4.
As shown in the figure, by fitting the upper sheath into the upper sheath fitting part 11 and fitting the lower sheath 5 into the lower sheath fitting parts 12, 12 at the intersection position of both sheaths 4 and 5, Both sheaths 4, 5 are elastically fastened in an orthogonal arrangement and horizontally positioned. And the support leg part 13,
In the case of on-site casting, place the lower end of 13 on the roadbed paper 2,
Further, in the case of precast plate production, both sheaths 4 and 5 are positioned at a constant covering height by being supported on a bottom template.
また、このスペーサの取り付けは、第4図中仮
線にて示すように上側シース嵌合部11を上側シ
ース4の上側にまたがらせて、その頂部内面を上
側シース4の頂部外面の装着位置に当接させ、こ
の状態で上側シース嵌入部11の頂部11bを中
心にして下側シース嵌入部12,12を下側シー
ス下に押し込む方向に全体を回動させることによ
り、下側シース嵌入部11の先端側が押し下げら
れて弾性的に下側シース5下に入り込む。 In addition, to install this spacer, the upper sheath fitting part 11 is placed over the upper side of the upper sheath 4 as shown by the dotted lines in FIG. and in this state, rotate the entire lower sheath fitting part 12, 12 about the top 11b of the upper sheath fitting part 11 in a direction to push it under the lower sheath. The distal end side of 11 is pushed down and elastically enters under the lower sheath 5.
(発明の効果)
上述したように、本発明のPC版製造における
シース間締結兼用シーススペーサーは、水平方向
の向きで上下配置に交差するシースの交差位置に
おいて、上側シース上にまたがる上側シース嵌入
部の両端に一体に、下側シース下に沿う方向に湾
曲成形させた下側シース嵌入部を設けたことによ
り、両シースの締結は上側シースにまたがらせた
状態で回動させるだけで完了するものであり、そ
の装着作業は簡単かつ、迅速に行われる。しかも
下側シース嵌入部と一体に支持脚部が設けられ、
シース間締結状態のとき十分に直立して路盤(も
しくは型枠)に当接されることとなり、これによ
つてシースを路盤から常に一定のかぶり高さ位置
に位置きめできることとなり、その後のPC版成
形の各種作業中にスペーサーが外れることもなく
なつたものである。(Effects of the Invention) As described above, the sheath spacer used for fastening between sheaths in the production of the PC plate of the present invention has an upper sheath insertion portion that spans over the upper sheath at the intersection position of the sheaths that intersect in the vertical direction in the horizontal direction. By providing a lower sheath insertion part that is integrally formed at both ends of the lower sheath and curved in the direction along the bottom of the lower sheath, fastening of both sheaths can be completed by simply rotating the sheath while straddling the upper sheath. The installation process is simple and quick. Moreover, support legs are provided integrally with the lower sheath insertion part,
When the sheaths are connected, they are fully upright and in contact with the roadbed (or formwork), which makes it possible to always position the sheath at a constant cover height from the roadbed, and the subsequent PC version The spacer no longer comes off during various molding operations.
第1図は本発明の実施例を示す傾斜図、第2図
は同正面図、第3図は側面図、第4図は使用状態
の断面図、第5図は従来例を示す平面図、第6図
は同縦断面図である。
11……上側シース嵌入部、11a……平行片
部、12……下側シース嵌入部、13……脚部、
13a……水平当接部、14……防錆被覆。
Fig. 1 is a tilted view showing an embodiment of the present invention, Fig. 2 is a front view thereof, Fig. 3 is a side view, Fig. 4 is a sectional view in a state of use, and Fig. 5 is a plan view showing a conventional example. FIG. 6 is a longitudinal sectional view of the same. 11... Upper sheath fitting part, 11a... Parallel piece part, 12... Lower sheath fitting part, 13... Leg part,
13a...Horizontal contact portion, 14...Rust-proof coating.
Claims (1)
る二本のシースの交差位置において、上側シース
の上面外周に沿つてまたがり、両端が下側シース
の側部に垂下される略逆U字形の上側シース嵌入
部と、前記U字形の両平行片部の下端を前記下側
シースの下面外周に沿う円弧状に湾曲させた一対
の下側シース嵌入部と、該両下側シース嵌入部に
それぞれ連続させた一対の支持脚部とを一体に有
してなるプレストレストコンクリート版製造にお
けるシース間締結兼用シーススペーサー。 2 一本の金属線材を折り曲げて上側シース嵌入
部、下側シース嵌入部及び支持脚部を一体に成形
してなる請求項第1項に記載のプレストレストコ
ンクリート版製造におけるシース間締結兼用シー
ススペーサー。 3 脚部の下端側外周面を合成樹脂性被覆材にて
防錆被覆してなる請求項第2項に記載のプレスト
レストコンクリート版製造におけるシース間締結
兼用シーススペーサー。[Claims] 1. At the intersection of two sheaths arranged horizontally above and below each other and intersecting each other, the sheath extends along the outer circumference of the upper surface of the upper sheath, and both ends are suspended from the sides of the lower sheath. a substantially inverted U-shaped upper sheath fitting portion; a pair of lower sheath fitting portions in which the lower ends of the U-shaped both parallel pieces are curved in an arc shape along the outer periphery of the lower surface of the lower sheath; A sheath spacer for fastening between sheaths in the production of prestressed concrete slabs, which integrally has a pair of support legs connected to the sheath insertion part. 2. The sheath spacer for fastening between sheaths in the production of prestressed concrete slabs according to claim 1, wherein the upper sheath fitting part, the lower sheath fitting part, and the support leg part are integrally formed by bending a single metal wire. 3. The sheath spacer for fastening between sheaths in the production of prestressed concrete slabs according to claim 2, wherein the outer peripheral surface of the lower end side of the leg portion is coated with a synthetic resin coating material to prevent rust.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP26854890A JPH04144707A (en) | 1990-10-08 | 1990-10-08 | Sheath spacer used together for fastening sheaths in manufacture of prestressed concrete plate |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP26854890A JPH04144707A (en) | 1990-10-08 | 1990-10-08 | Sheath spacer used together for fastening sheaths in manufacture of prestressed concrete plate |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH04144707A JPH04144707A (en) | 1992-05-19 |
JPH0573566B2 true JPH0573566B2 (en) | 1993-10-14 |
Family
ID=17460064
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP26854890A Granted JPH04144707A (en) | 1990-10-08 | 1990-10-08 | Sheath spacer used together for fastening sheaths in manufacture of prestressed concrete plate |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH04144707A (en) |
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US8964361B2 (en) | 2010-07-21 | 2015-02-24 | Teradyne, Inc. | Bulk transfer of storage devices using manual loading |
US9001456B2 (en) | 2010-08-31 | 2015-04-07 | Teradyne, Inc. | Engaging test slots |
US10775408B2 (en) | 2018-08-20 | 2020-09-15 | Teradyne, Inc. | System for testing devices inside of carriers |
US10845410B2 (en) | 2017-08-28 | 2020-11-24 | Teradyne, Inc. | Automated test system having orthogonal robots |
US10948534B2 (en) | 2017-08-28 | 2021-03-16 | Teradyne, Inc. | Automated test system employing robotics |
US10983145B2 (en) | 2018-04-24 | 2021-04-20 | Teradyne, Inc. | System for testing devices inside of carriers |
US11226390B2 (en) | 2017-08-28 | 2022-01-18 | Teradyne, Inc. | Calibration process for an automated test system |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP4174034B2 (en) * | 2004-03-22 | 2008-10-29 | 三井造船株式会社 | PC grout filling degree detection method and apparatus |
JP5562279B2 (en) * | 2011-03-17 | 2014-07-30 | 株式会社安部日鋼工業 | PC steel sheath connection device |
-
1990
- 1990-10-08 JP JP26854890A patent/JPH04144707A/en active Granted
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US8964361B2 (en) | 2010-07-21 | 2015-02-24 | Teradyne, Inc. | Bulk transfer of storage devices using manual loading |
US9001456B2 (en) | 2010-08-31 | 2015-04-07 | Teradyne, Inc. | Engaging test slots |
US10845410B2 (en) | 2017-08-28 | 2020-11-24 | Teradyne, Inc. | Automated test system having orthogonal robots |
US10948534B2 (en) | 2017-08-28 | 2021-03-16 | Teradyne, Inc. | Automated test system employing robotics |
US11226390B2 (en) | 2017-08-28 | 2022-01-18 | Teradyne, Inc. | Calibration process for an automated test system |
US10983145B2 (en) | 2018-04-24 | 2021-04-20 | Teradyne, Inc. | System for testing devices inside of carriers |
US10775408B2 (en) | 2018-08-20 | 2020-09-15 | Teradyne, Inc. | System for testing devices inside of carriers |
Also Published As
Publication number | Publication date |
---|---|
JPH04144707A (en) | 1992-05-19 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
LAPS | Cancellation because of no payment of annual fees |