JP2726981B2 - Leveling plate for concrete products - Google Patents

Leveling plate for concrete products

Info

Publication number
JP2726981B2
JP2726981B2 JP6268339A JP26833994A JP2726981B2 JP 2726981 B2 JP2726981 B2 JP 2726981B2 JP 6268339 A JP6268339 A JP 6268339A JP 26833994 A JP26833994 A JP 26833994A JP 2726981 B2 JP2726981 B2 JP 2726981B2
Authority
JP
Japan
Prior art keywords
reinforcing bar
fitting
flat plate
concrete product
insertion passage
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
JP6268339A
Other languages
Japanese (ja)
Other versions
JPH08105101A (en
Inventor
保明 高木
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Toko Sangyo Co Ltd
Original Assignee
Toko Sangyo Co Ltd
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 Toko Sangyo Co Ltd filed Critical Toko Sangyo Co Ltd
Priority to JP6268339A priority Critical patent/JP2726981B2/en
Publication of JPH08105101A publication Critical patent/JPH08105101A/en
Application granted granted Critical
Publication of JP2726981B2 publication Critical patent/JP2726981B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F5/00Sewerage structures
    • E03F5/04Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
    • E03F2005/0412Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps with means for adjusting their position with respect to the surrounding surface
    • E03F2005/0413Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps with means for adjusting their position with respect to the surrounding surface for height adjustment

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明はコンクリート製品を現場
で敷設する際、コンクリート製品の設置面適所に固定す
るコンクリート製品のレベル調整プレートに関するもの
である。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a level adjusting plate for a concrete product, which is fixed to an installation surface of the concrete product when the concrete product is laid on site.

【0002】[0002]

【従来の技術】従来、側溝、ボックスカルバート等のコ
ンクリート製品を現場で敷設する際、コンクリートを打
ち込んで設置面となし、その上にコンクリート製品を敷
設するも、設置面は不陸があるため、コンクリート製品
のレベル調整が必要であり、このためコンクリート製品
下部に所定肉厚の矩形板材を1枚から適宜枚数積み重ね
てレベル調整していた。
2. Description of the Related Art Conventionally, when laying concrete products such as gutters and box culverts on site, concrete is driven into the installation surface, and concrete products are laid on the installation surface. It is necessary to adjust the level of the concrete product, and therefore, the level is adjusted by appropriately stacking one or more rectangular plates having a predetermined thickness under the concrete product.

【0003】そして、レベル調整の際には、設置面上の
コンクリート製品をクレーン等にて引き上げながら、板
材を一枚毎積み重ねてこの上にコンクリート製品を載置
してレベル調整をしているも、かかる板材は差し込み側
が角張っているためコンクリート製品の下部に引っ掛か
り易く差し込み困難であり、又積み重ねが下段の板材上
に対しずれずにきっちり重なっていないと、コンクリー
ト製品を設置する前にその積み重ねが崩れたり、又コン
クリート製品はふらつきながら徐々に吊り下ろされるた
め、コンクリート製品下部が板材を擦り動かして積み重
ねを崩したりし、その結果レベル調整ができず、同じ作
業を繰り返せねばならなかった。
At the time of level adjustment, while the concrete product on the installation surface is lifted up by a crane or the like, the plate materials are stacked one by one, and the concrete product is placed on this to adjust the level. However, such a plate material is difficult to insert because it is easy to catch on the lower part of the concrete product because the insertion side is angular, and if the stack does not overlap exactly on the lower plate material, it will be stacked before installing the concrete product. Since the concrete product collapsed and was hung gradually while swaying, the lower part of the concrete product rubbed the plate material to break the stack, and as a result, the level could not be adjusted, and the same operation had to be repeated.

【0004】又、レベル調整が完了し、設置面に板材を
固定する際、コンクリート製品の設置場所を移して作業
するため、板材の固定箇所を見当をつけて釘打ち固定せ
ねばならず、その固定後にコンクリート製品を設置して
も、板材の下部よりずれていたりして、再度固定位置を
調整して固定せねばならない等の手間を要していた。
In addition, when the level adjustment is completed and the plate is fixed to the installation surface, the installation location of the concrete product is moved and the work must be performed. Even if a concrete product is installed after fixing, it is displaced from the lower part of the plate material, and it is necessary to adjust the fixing position again and fix it.

【0005】又、コンクリート製品等を敷設する箇所に
鉄筋等の突棒が突出している場合もあり、この場合には
この突棒を切断するが、必ずしもその根元から完全に切
断できず、その切断根が突出しているため、これが邪魔
となり板材をその箇所に固定出来ない欠点を有してい
た。
In some cases, a protruding bar such as a reinforcing bar protrudes from a place where a concrete product or the like is laid. In this case, the protruding bar is cut. However, it is not always possible to completely cut the protruding bar from its root. Since the roots protrude, they hindered the plate material from being fixed at that location.

【0006】[0006]

【発明が解決しようとする課題】本発明はコンクリート
製品の下部に差し込み易く、積み重ね時の位置決め及び
釘打ち時の位置調整を容易にし、しかも鉄筋等の棒状障
害物があっても固定出来、コンクリート製品の敷設作業
の効率化を図る様にしたコンクリート製品のレベル調整
プレートを提供せんとするものである。
DISCLOSURE OF THE INVENTION The present invention is easy to insert into the lower part of a concrete product, facilitates positioning during stacking and position adjustment during nailing, and can fix even if there is a bar-shaped obstacle such as a reinforcing bar. It is an object of the present invention to provide a concrete product level adjusting plate for improving the efficiency of product laying work.

【0007】[0007]

【課題を解決するための手段】本発明は上記従来技術に
基づく、コンクリート製品のレベル調整の不便さによる
施工の遅延化の課題に鑑み、平板の端縁に外方降下状の
傾斜部を設けてコンクリート製品下部に差し込み易く
し、又平板の平坦部に縦及び横方向に長い釘穴を夫々左
右対称に貫設することにより、縦或いは横方向に長い釘
穴のいずれか1組の釘穴に釘を打ちつけて仮止めし、平
板を一方向にずらして位置調整し、もう1組の釘穴に釘
打ちしてその位置決め及び固定を容易にし、又平板の表
面に一対の位置決め突起を設けると共に、該位置決め突
起の外周に嵌合溝を形成し、又位置決め突起に対応する
平板の裏面に嵌合穴を設けると共に、該嵌合穴の内周に
前記嵌合溝に位置対応する嵌合突条を形成して平板の積
み重ね時に、位置決め突起を嵌合穴に嵌合して上側の平
板の位置決めを容易とし、しかも位置決め突起と嵌合溝
に夫々設けた嵌合溝及び嵌合突条が嵌合することによ
り、嵌合穴からの位置決め突起の抜け止めを図り積重状
態が容易に崩れない様にしている。
SUMMARY OF THE INVENTION The present invention has been made in consideration of the problem of delay in construction due to the inconvenience of adjusting the level of a concrete product based on the above-mentioned prior art. By inserting long nail holes in the vertical and horizontal directions symmetrically in the flat part of the flat plate, respectively, it is easy to insert them into the lower part of the concrete product. The nail is temporarily fixed with a nail, and the plate is shifted in one direction to adjust the position. Another pair of nail holes are nailed to facilitate positioning and fixing, and a pair of positioning protrusions are provided on the surface of the plate. In addition, a fitting groove is formed on the outer periphery of the positioning protrusion, a fitting hole is provided on the back surface of the flat plate corresponding to the positioning protrusion, and a fitting corresponding to the fitting groove is formed on the inner periphery of the fitting hole. Positioning when stacking flat plates by forming ridges The projection is fitted into the fitting hole to facilitate positioning of the upper flat plate, and the positioning groove and the fitting ridge provided in the positioning projection and the fitting groove are fitted to each other, so that the protrusion from the fitting hole is formed. The positioning projections are prevented from falling out so that the stacked state does not easily collapse.

【0008】又、平板の端縁より鉄筋挿通路を切り込み
形成し、該鉄筋挿通路には適宜径の鉄筋と略同一幅の鉄
筋保持部を鉄筋挿通路の奥行き方向へ向かい順次幅小と
なる様に多数連続形成し、各鉄筋保持部の前方にはこれ
より幅小に形成した挿入口へ向かう様に、夫々左右一対
の弾性突片を鉄筋挿通路壁面に斜行突設し、弾性突片は
鉄筋の挿通によって弾性的に押し開かれる様になし、各
鉄筋保持部のうちのいずれかと同径な鉄筋等の切断根を
当該鉄筋保持部に嵌合保持させ、鉄筋突出箇所における
平板の固定を可能とすると共に、かかる切断根の鉄筋保
持部への嵌合時に、弾性突片が弾性変形してその挿入を
容易となし、嵌合保持した後には弾性突片の弾性復帰に
より、切断根の抜け止めを図る様にして、上記欠点を解
決せんとしたものである。
Further, a reinforcing bar insertion passage is cut from the edge of the flat plate, and the reinforcing bar holding portion having a width substantially equal to that of a reinforcing bar having an appropriate diameter is gradually reduced in the depth direction of the reinforcing bar insertion passage. A pair of left and right elastic protruding pieces are obliquely provided on the wall of the rebar insertion passage so as to face the insertion hole formed narrower in front of each rebar holding part. The piece is made to be elastically pushed open by the insertion of the reinforcing bar, and a cut root of a reinforcing bar or the like having the same diameter as any one of the reinforcing bar holding portions is fitted and held in the reinforcing bar holding portion. In addition to being able to be fixed, the elastic protruding piece is elastically deformed at the time of fitting of the cut root to the reinforcing bar holding part, thereby facilitating insertion. The above drawbacks have been solved by trying to keep the root from coming off A.

【0009】[0009]

【実施例】以下本発明の一実施例を図面に基づいて説明
すると、1は本発明に係るレベル調整プレートの本体で
あり、合成樹脂製の平板2を略矩形状に形成し、該平板
2の表面において、長手及び短手端縁に外方へ向かい降
下する傾斜部3、3aを形成し、平板2の平坦部4には平
板2に対し縦及び横方向に長い釘穴5、5a、6、6aを夫
々平坦部4の長辺の中心軸線Lに対し左右対称に貫設し
ている。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to the drawings. Reference numeral 1 denotes a main body of a level adjusting plate according to the present invention, wherein a flat plate 2 made of synthetic resin is formed in a substantially rectangular shape. On the surface of the flat plate, slant portions 3, 3a descending outwardly are formed at the long and short edges, and the flat portion 4 of the flat plate 2 has nail holes 5, 5a, which are long in the vertical and horizontal directions with respect to the flat plate 2. 6, 6a penetrate symmetrically with respect to the center axis L of the long side of the flat portion 4.

【0010】又、平板2の表面には一対の位置決め突起
7、7aを中心軸線Lに対し左右対称に突設すると共に、
平板の裏面に位置決め突起7、7aに対応する嵌合穴8、
8aを設け、該嵌合穴8、8aを位置決め突起7、7aの裏側
へ到達する様に形成し、位置決め突起7、7aに上方より
押圧力がかかると、その材質特性により弾性屈曲して嵌
合穴8、8a側へ凹む構成となしている。
A pair of positioning projections 7 and 7a are provided on the surface of the plate 2 symmetrically with respect to the center axis L,
Fitting holes 8 corresponding to the positioning projections 7 and 7a on the back surface of the flat plate;
8a, the fitting holes 8, 8a are formed so as to reach the back side of the positioning protrusions 7, 7a, and when a pressing force is applied to the positioning protrusions 7, 7a from above, the material is elastically bent due to the material characteristics thereof. The holes 8 and 8a are recessed.

【0011】位置決め突起7、7aは断面肉厚を薄くした
略円柱状に形成して、その外周に断面円弧状の嵌合溝
9、9aを設け、又嵌合穴8、8aの内周には前記嵌合溝
9、9aに位置対応する嵌合突条10、10a を形成し、本体
1を複数枚積み重ねて夫々を接合する場合には、本体1
の嵌合穴8、8aに他一方の本体1の位置決め突起7、7a
を嵌合した時に、嵌合溝9、9aに嵌合突条10、10a が嵌
合して本体1同志がピッタリと接合する様になしてい
る。
The positioning projections 7 and 7a are formed in a substantially columnar shape with a reduced cross-sectional thickness, and fitting grooves 9 and 9a having a circular cross section are provided on the outer periphery thereof. Are formed with fitting ridges 10, 10a corresponding to the positions of the fitting grooves 9, 9a, and when a plurality of main bodies 1 are stacked and joined,
The positioning protrusions 7, 7a of the other main body 1 are fitted into the fitting holes 8, 8a of the other.
Are fitted to the fitting grooves 9, 9a, the fitting ridges 10, 10a are fitted so that the main bodies 1 are perfectly joined.

【0012】又、位置決め突起7、7aは図7に示す様に
断面肉厚を薄く形成してなるため、位置決め突起7、7a
の付け根の周縁は極薄肉部位11、11a で平坦部4と連続
形成し、極薄肉部位11、11a の裏面側の一部に図7及び
図2の如く膨出部12、12a を設けて補強している。
Since the positioning projections 7, 7a are formed to have a small cross-sectional thickness as shown in FIG. 7, the positioning projections 7, 7a
The rim of the base is formed continuously with the flat portion 4 at the ultra-thin portions 11 and 11a, and is reinforced by providing bulging portions 12 and 12a on a part of the back side of the ultra-thin portions 11 and 11a as shown in FIGS. doing.

【0013】尚、傾斜部3、3aは平板2の長手辺及び短
手辺の2辺を連続してL字状に形成したものを示した
が、かかる方式に限定されることなく、平板2の4辺に
形成しても良く、要するに少なくとも1辺に形成してあ
れば良い。
Although the inclined portions 3 and 3a are formed by continuously forming the long side and the short side of the flat plate 2 into an L-shape, the present invention is not limited to such a method. And may be formed on at least one side.

【0014】13は平板2の中心軸線L上において、平板
2の傾斜部3を設けた長手端縁より略中央へ至り切り込
み形成した鉄筋挿通路であり、該鉄筋挿通路13には適宜
径の鉄筋と略同一幅の鉄筋保持部14、14a …を、鉄筋挿
通路13の奥行き方向へ向かい順次幅小となる様に段差部
15、15a …を介して多数連続形成している。
Reference numeral 13 denotes a rebar insertion passage formed on the center axis L of the flat plate 2 so as to extend from the longitudinal end edge where the inclined portion 3 of the flat plate 2 is provided to substantially the center, and the rebar insertion passage 13 has an appropriate diameter. Steps of the reinforcing bar holding portions 14, 14a... Having substantially the same width as the reinforcing bar are gradually reduced toward the depth direction of the reinforcing bar insertion passage 13.
A large number are continuously formed via 15, 15a.

【0015】16、16a …は鉄筋挿通路13の壁面に各鉄筋
保持部14、14a …の前方へ向かい斜行突設した左右一対
の弾性突片であり、該弾性突片16、16a …の先端の間隔
を各鉄筋保持部14、14a …の挿入口17、17a …となし、
その間隔は各鉄筋保持部14、14a …より幅小に形成し、
弾性突片16、16a …の先端は鉄筋保持部14、14a …に保
持された鉄筋の側面に接する様に設定され、鉄筋の挿入
口17、17a …側の側面を押さえ付けられる様になし、又
弾性突片16、16a …は鉄筋の挿通によって弾性的に押し
開かれる様になして、挿入口17、17a …を弾性的に拡開
自在となしている。
.. Are a pair of left and right elastic protrusions projecting obliquely toward the front of the reinforcing bar holding portions 14, 14 a on the wall surface of the reinforcing bar insertion passage 13, and of the elastic protrusions 16, 16 a. There is no gap between the tips with the insertion holes 17, 17a ... of the rebar holding parts 14, 14a ...
The interval is formed to be smaller than each rebar holding part 14, 14a ...
The distal ends of the elastic protruding pieces 16, 16a are set so as to be in contact with the side surfaces of the reinforcing bars held by the reinforcing bar holding portions 14, 14a, so that the side surfaces of the reinforcing bar insertion holes 17, 17a ... can be pressed. The elastic protruding pieces 16, 16a are resiliently pushed open by insertion of a reinforcing bar, so that the insertion ports 17, 17a are resiliently expandable.

【0016】又、弾性突片16、16a …の形成によって、
鉄筋保持部14、14a …は図1に一点鎖線で示す様に、鉄
筋保持部14、14a …に保持される鉄筋径の円弧の一部と
なる様に、鉄筋挿通路13の奥行き方向に向かい順次縮径
した連接円形状となしている。
The formation of the elastic projections 16, 16a...
As shown by dashed lines in FIG. 1, the reinforcing bar holding portions 14, 14a... Extend in the depth direction of the reinforcing bar insertion passage 13 so as to become a part of the arc of the reinforcing bar diameter held by the reinforcing bar holding portions 14, 14a. It has a connecting circular shape whose diameter is gradually reduced.

【0017】又、本実施例において、弾性突片16、16a
…の高さは、図10に示す様に本体1底部より本体1の
肉厚の約3分の1程度となしており、これは本体1の肉
厚が約10mmより厚い場合、鉄筋保持部14、14a …への鉄
筋の嵌合時に弾性突片16、16a …が弾性変形しない場合
が想定されるためであって、本体1が約2〜10mm以下、
その他合成樹脂の種類によって弾性突片16、16a …が弾
性変形できる場合には、図11に示す様に弾性突片16、
16a …を本体1の肉厚と同一高さに設けている。
In this embodiment, the elastic projections 16, 16a
The height of... Is about one-third of the thickness of the main body 1 from the bottom of the main body 1 as shown in FIG. This is because it is assumed that the elastic protruding pieces 16, 16a... Do not elastically deform when the rebar is fitted to 14, 14a.
If the elastic protrusions 16, 16a... Can be elastically deformed depending on the type of the synthetic resin, as shown in FIG.
16a are provided at the same height as the thickness of the main body 1.

【0018】18、18a …は平坦部4の全域適所に多数貫
設した方形穴であり、該方形穴18、18a …は本実施例に
おいて形成したものを示したが設けなくても良い。
Are rectangular holes which penetrate a large number at appropriate places over the flat portion 4. The rectangular holes 18, 18a... Are formed in this embodiment but need not be provided.

【0019】又、本体1は数種の肉厚を有するものにし
て、これら適宜肉厚を有する本体1を選択して適宜枚数
積み重ねて所望する高さを構成する。
The main body 1 has several thicknesses, and the main body 1 having the appropriate thickness is selected, and a suitable number of the main bodies 1 are stacked to form a desired height.

【0020】次に本発明に係るコンクリート製品のレベ
ル調整プレートの作用について説明すると、側溝、ボッ
クスカルバート等のコンクリート製品Wを現場で敷設す
る際、先ずクレーン等にて吊下げ状態のコンクリート製
品Wの要所に対応する設置面に、所望する高さを得るた
め、適宜肉厚の本体1を1枚載置するか、又は所定枚数
積み重ねる。
Next, the operation of the concrete product level adjusting plate according to the present invention will be described. When a concrete product W such as a gutter or a box culvert is laid on site, first, a concrete product W suspended from a crane is used. In order to obtain a desired height on the installation surface corresponding to a key point, one thick main body 1 is appropriately placed or a predetermined number of the main bodies 1 are stacked.

【0021】本体1の積み重ねにあっては、下側の本体
1の位置決め突起7、7aに、上側の嵌合穴8、8aに嵌合
すると、位置決め突起7、7aに設けた嵌合溝9、9aに嵌
合穴に設けた嵌合突条10、10a が嵌合し、本体1同志を
強固な接合状態と成している。
In the stacking of the main bodies 1, when the positioning projections 7 and 7 a of the lower main body 1 are fitted into the upper fitting holes 8 and 8 a, the fitting grooves 9 provided in the positioning projections 7 and 7 a are provided. , 9a are fitted with fitting ridges 10, 10a provided in the fitting holes, and the main body 1 is in a firmly joined state.

【0022】そして、レベル調整の完了後、設置面に1
枚又はそれ以上に接合してなる本体1を固定するに際
し、図10に示す様に、先ずその固定場所に釘穴5、5
a、6、6aの2組の内いずれかの1組に釘を打ち込んで
仮止めし、釘穴5、5a或いは釘穴6、6aの長さ方向、即
ち縦或いは横方向に平板2をずらし、コンクリート製品
Wの下部に対応させる様に位置調整し、セット完了した
後に釘止めしていない釘穴5、5a、6、6aのいずれかの
1組に釘を打ち込んで固定する。
After the level adjustment is completed, 1
When fixing the main body 1 joined to one or more sheets, first, as shown in FIG.
A nail is driven into one of the two sets a, 6, and 6a and temporarily fixed, and the flat plate 2 is shifted in the longitudinal direction of the nail holes 5, 5a or the nail holes 6, 6a, that is, vertically or horizontally. Then, the position is adjusted so as to correspond to the lower part of the concrete product W, and after setting is completed, a nail is driven into one of the set of nail holes 5, 5a, 6, 6a which are not nailed, and fixed.

【0023】平板2の固定後、コンクリート製品Wを設
置すると、本体1が1枚であればその平坦部4上の位置
決め突起7、7a、又は本体1を数枚積重したものでは、
その最上に配置する本体1の平坦部4上の位置決め突起
7、7aがコンクリート製品Wの荷重により嵌合穴8、8a
側へ凹む。
When the concrete product W is installed after the flat plate 2 is fixed, the positioning protrusions 7 and 7a on the flat portion 4 if the main body 1 is one, or the several main bodies 1 are stacked,
The positioning projections 7 and 7a on the flat portion 4 of the main body 1 disposed at the top thereof are fitted into the fitting holes 8 and 8a by the load of the concrete product W.
Depress to the side.

【0024】又、設置面に鉄筋等の棒体の切断根が突設
している場合、この突棒Sを鉄筋挿通路13へ通し、突棒
Sの径に対応する鉄筋保持部14、14a …のいずれかに嵌
合保持させる。
When a cutting root of a rod body such as a reinforcing bar protrudes from the installation surface, the protruding bar S is passed through the rebar insertion passage 13, and the reinforcing bar holding portions 14, 14a corresponding to the diameter of the protruding bar S are provided. ... is fitted and held.

【0025】突棒Sの径に対応する鉄筋保持部14、14a
…への嵌合に際し、鉄筋保持部14、14a …の挿入口17、
17a …で弾性突片16、16a …は突棒Sにより鉄筋挿通路
13の壁面側へ押圧されて弾性変形し、突棒Sが鉄筋保持
部14、14a …に嵌合保持されると、弾性突片16、16a …
は弾性復帰し、突棒Sにおける挿入口17、17a …側の側
面を押さえ付け、突棒Sの抜け止めを図る。
Rebar holding portions 14, 14a corresponding to the diameter of the protruding rod S
… Insertion holes 17, 14a of the rebar holding parts 14, 14a
The elastic protruding pieces 16 and 16a are provided by the protruding rods S so that they can be inserted into the reinforcing bars.
When the protruding rod S is elastically deformed by being pressed against the wall surface side of the rebar 13, the resilient protruding pieces 16, 16 a.
Resiliently returns, presses the side surface of the protruding rod S on the side of the insertion port 17, 17a...

【0026】[0026]

【発明の効果】要するに本発明は、平板2の端縁に外方
降下状の傾斜部3、3aを設けたので、従来の様に差し込
み側が角張っていないため、コンクリート製品の下部に
引っ掛からず、下部への差し込みがスムーズに行える。
In summary, according to the present invention, since the slopes 3 and 3a are provided at the edges of the flat plate 2 so as to be outwardly descending, the insertion side is not angular as in the prior art, so that it does not catch on the lower part of the concrete product. Insertion into the lower part can be done smoothly.

【0027】又、平板2に縦及び横方向に長い釘穴5、
5a、6、6aを夫々左右対称に貫設したので、設置面に固
定するに際し、先ずその固定場所に見当をつけ、釘穴
5、5a、6、6aの2組の内いずれかの1組に釘を打ち込
んで仮止めし、平板2を縦或いは横方向にずらし、コン
クリート製品Wの下部に対応させる様に位置調整した後
に釘止めしていない釘穴5、5a、6、6aのいずれかの1
組に釘を打ち込んで固定出来るため、従来の様にコンク
リート製品の下部よりずれたりすることなく、所望する
位置に容易に固定出来る。
In the flat plate 2, nail holes 5, which are long in the vertical and horizontal directions,
Since 5a, 6 and 6a are symmetrically inserted through the left and right, respectively, when fixing to the installation surface, first find the place where the fixing is made, and one of the two sets of nail holes 5, 5a, 6, and 6a The nails are temporarily nailed, and the flat plate 2 is shifted vertically or horizontally, and the position is adjusted so as to correspond to the lower part of the concrete product W. Then, any one of the nail holes 5, 5a, 6, 6a not nailed is formed. Of 1
Since the nail can be driven into the set and fixed, it can be easily fixed at a desired position without being shifted from the lower part of the concrete product as in the related art.

【0028】又、平板2の表面に一対の位置決め突起
7、7aを設けると共に、該位置決め突起7、7aの外周に
嵌合溝9、9aを形成し、又位置決め突起7、7aに対応す
る平板2の裏面に嵌合穴8、8aを設けると共に、該嵌合
穴8、8aの内周に前記嵌合溝9、9aに位置対応する嵌合
突条10、10a を形成したので、レベル調整に際し、適宜
肉厚の本体1を適宜枚数積み重ねる場合において、下側
の本体1の位置決め突起7、7aを、上側の嵌合穴8、8a
に嵌合すると、位置決め突起7、7aの嵌合溝9、9aに嵌
合穴8、8aの嵌合突条10、10a が嵌合し、下側に対し上
側の本体1を容易に位置決め接合出来、しかも位置決め
突起7、7aの嵌合溝9、9aへの嵌合穴8、8aの嵌合突条
10、10a の嵌合により、その積み重ね状態は常に下側に
対し上側のレベル調整プレート1がずれることなく、本
体1同志を強固な接合状態となすこと出来、従来の様に
吊り下ろされるコンクリート製品によって積み重ねが簡
単に崩れたりする様なことはなく、レベル調整作業を容
易に行え、又本体1同志がピッタリ接合したか否かを嵌
合溝9、9aへの嵌合突条10、10a の嵌合するときに発生
する音でも確認できる。
Further, a pair of positioning projections 7 and 7a are provided on the surface of the flat plate 2, and fitting grooves 9 and 9a are formed on the outer periphery of the positioning projections 7 and 7a. 2, the fitting holes 8, 8a are provided on the back surface, and fitting ridges 10, 10a corresponding to the fitting grooves 9, 9a are formed on the inner periphery of the fitting holes 8, 8a. At this time, when the appropriate number of the main bodies 1 having an appropriate thickness are stacked, the positioning projections 7 and 7a of the lower main body 1 are connected to the upper fitting holes 8 and 8a.
, The fitting grooves 9, 9a of the positioning protrusions 7, 7a are fitted with the fitting ridges 10, 10a of the fitting holes 8, 8a, and the upper body 1 is easily positioned and joined to the lower side. The positioning protrusions 7, 7a are fitted into the fitting grooves 9, 9a with the fitting holes 8, 8a.
By the fitting of 10 and 10a, the piled state is that the upper level adjustment plate 1 is not always displaced from the lower side, and the main bodies 1 can be firmly joined together. The stacking does not collapse easily, the level adjustment work can be easily performed, and whether or not the main body 1 is perfectly joined is determined by the fitting ridges 10, 10a to the fitting grooves 9, 9a. It can also be confirmed by the sound generated when fitting.

【0029】又、前記平板2の端縁より鉄筋挿通路13を
切り込み形成し、該鉄筋挿通路13には適宜径の鉄筋と略
同一幅の鉄筋保持部14、14a …を鉄筋挿通路13の奥行き
方向へ向かい順次幅小となる様に多数連続形成し、各鉄
筋保持部14、14a …の前方にはこれより幅小に形成した
挿入口17、17a …へ向かう様に、夫々左右一対の弾性突
片16、16a …を鉄筋挿通路13壁面に斜行突設し、弾性突
片16、16a …は鉄筋の挿通によって弾性的に押し開かれ
る様になしたので、設置面に鉄筋等の棒体の切断根が突
設している場合、この突棒Sを鉄筋挿通路13へ通し、突
棒Sの径に対応する鉄筋保持部14、14a …のいずれかに
嵌合保持でき、しかも突棒Sの嵌合時にあっては突棒S
の押圧力により、弾性突片16、16a …が弾性的に押し開
かれる様に弾性変形するため突棒Sが鉄筋保持部14、14
a …に強力に押し込めずともスムーズに鉄筋保持部14、
14a …内に嵌合でき、この様に嵌合保持されると、弾性
突片16、16a …は弾性復帰して、突棒Sの挿入口17、17
a …側の側面を押圧するため、突棒Sの抜け止めを図る
ことが出来、よって鉄筋等の棒状障害物を邪魔とせず、
突棒Sを嵌合し易く、抜け難い様にして所望する設置箇
所にレベル調整プレート1を容易に固定出来る。
Further, a reinforcing bar insertion passage 13 is formed by cutting from the edge of the flat plate 2, and the reinforcing bar holding portions 14, 14 a... In the depth direction, a large number of them are successively formed so as to be sequentially smaller in width, and a pair of left and right sides are respectively formed in front of the rebar holding portions 14, 14a... Toward the insertion openings 17, 17a. The elastic protruding pieces 16, 16a are obliquely provided on the wall surface of the reinforcing bar insertion passage 13, and the elastic protruding pieces 16, 16a are elastically pushed open by the insertion of the reinforcing bar. When the cutting root of the bar is protruding, the bar S can be passed through the reinforcing bar insertion passage 13 and fitted and held in one of the reinforcing bar holding portions 14, 14a corresponding to the diameter of the bar S. When the protruding bar S is fitted, the protruding bar S
Are elastically deformed so that the elastic protruding pieces 16, 16a are elastically pushed open.
a Reinforcement holding parts 14,
14a can be fitted into and inserted and held in this manner, the elastic protruding pieces 16, 16a.
a. Since the side surface of the side is pressed, it is possible to prevent the protruding bar S from coming off, so that the bar-shaped obstacle such as a reinforcing bar is not obstructed.
The level adjusting plate 1 can be easily fixed to a desired installation location in such a manner that the protruding rod S is easily fitted and hardly pulled out.

【0030】よって、本発明によれば、コンクリート製
品のレベル調整において、コンクリート製品下部に差し
込み易く、積み重ね時の位置決め及び釘打ち時の位置調
整を容易にし、しかも鉄筋等の棒状障害物があっても容
易にして、堅固に固定出来、その作業を簡便となし、コ
ンクリート製品の敷設作業の効率化を図ることが出来る
等その実用的効果甚だ大なるものである。
Therefore, according to the present invention, when adjusting the level of a concrete product, it is easy to insert it into the lower portion of the concrete product, to facilitate positioning during stacking and position adjustment during nailing, and there is a bar-shaped obstacle such as a reinforcing bar. In addition, it can be easily and firmly fixed, the work can be simplified, and the efficiency of concrete product laying work can be increased.

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

【図1】本発明に係るコンクリート製品のレベル調整プ
レートの平面図である。
FIG. 1 is a plan view of a level adjusting plate of a concrete product according to the present invention.

【図2】図1の底面図である。FIG. 2 is a bottom view of FIG.

【図3】図1の正面図である。FIG. 3 is a front view of FIG. 1;

【図4】図1の背面図である。FIG. 4 is a rear view of FIG. 1;

【図5】図1の右側面図である。FIG. 5 is a right side view of FIG. 1;

【図6】図1の左側面図である。FIG. 6 is a left side view of FIG. 1;

【図7】図1のAーA断面図である。FIG. 7 is a sectional view taken along the line AA of FIG. 1;

【図8】図1のBーB断面図である。FIG. 8 is a sectional view taken along the line BB of FIG. 1;

【図9】図1のCーC断面図である。FIG. 9 is a sectional view taken along the line CC in FIG. 1;

【図10】図1のDーD断面図である。FIG. 10 is a sectional view taken along line DD of FIG. 1;

【図11】片側の弾性突片を示す斜視図である。FIG. 11 is a perspective view showing an elastic projection on one side.

【図12】図11の変形例を示す斜視図である。FIG. 12 is a perspective view showing a modification of FIG.

【図13】レベル調整プレートの固定方法を示す図であ
る。
FIG. 13 is a diagram illustrating a method of fixing a level adjustment plate.

【図14】レベル調整プレートの積み重ね状態を示す断
面図である。
FIG. 14 is a cross-sectional view showing a stacked state of level adjustment plates.

【図15】レベル調整プレートをコンクリート製品下部
に設置した状態を示す図である。
FIG. 15 is a view showing a state in which a level adjustment plate is installed below a concrete product.

【符号の説明】[Explanation of symbols]

2 平板 3、3a 傾斜部 5、5a 釘穴 6、6a 釘穴 7、7a 位置決め突起 8、8a 嵌合穴 9、9a 嵌合溝 10、10a 嵌合突条 13 鉄筋挿通路 14、14a … 鉄筋保持部 16、16a … 弾性突片 17、17a … 挿入口 2 flat plate 3, 3a inclined portion 5, 5a nail hole 6, 6a nail hole 7, 7a positioning protrusion 8, 8a fitting hole 9, 9a fitting groove 10, 10a fitting ridge 13 rebar insertion passage 14, 14a ... rebar Retaining parts 16, 16a ... Elastic protruding pieces 17, 17a ... Insertion port

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 平板の端縁に外方降下状の傾斜部を設
け、平板に縦及び横方向に長い釘穴を夫々左右対称に貫
設し、平板の表面に一対の位置決め突起を設けると共
に、該位置決め突起の外周に嵌合溝を形成し、又位置決
め突起に対応する平板の裏面に嵌合穴を設けると共に、
該嵌合穴の内周に前記嵌合溝に位置対応する嵌合突条を
形成したことを特徴とするコンクリート製品のレベル調
整プレート。
1. A flat plate is provided with an inclined portion having an outward descending shape at an edge thereof, a long nail hole is vertically and horizontally pierced through the flat plate, and a pair of positioning projections are provided on a surface of the flat plate. Forming a fitting groove on the outer periphery of the positioning protrusion, and providing a fitting hole on the back surface of the flat plate corresponding to the positioning protrusion,
A level adjusting plate for a concrete product, wherein a fitting ridge corresponding to the position of the fitting groove is formed on an inner periphery of the fitting hole.
【請求項2】 前記平板の端縁より鉄筋挿通路を切り込
み形成し、該鉄筋挿通路には適宜径の鉄筋と略同一幅の
鉄筋保持部を鉄筋挿通路の奥行き方向へ向かい順次幅小
となる様に多数連続形成し、各鉄筋保持部の前方にはこ
れより幅小に形成した挿入口へ向かう様に、夫々左右一
対の弾性突片を鉄筋挿通路壁面に斜行突設し、弾性突片
は鉄筋の挿通によって弾性的に押し開かれる様になした
ことを特徴とする請求項1のコンクリート製品のレベル
調整プレート。
2. A reinforcing bar insertion passage is cut out from an edge of the flat plate, and a reinforcing bar holding portion having substantially the same width as a reinforcing bar having an appropriate diameter is formed in the reinforcing bar insertion passage in the depth direction of the reinforcing bar insertion passage so as to gradually decrease in width. A pair of left and right elastic protruding pieces are slopingly provided on the wall of the rebar insertion passage so as to face the insertion hole formed narrower than this in front of each rebar holding part. 2. The level adjusting plate for a concrete product according to claim 1, wherein the protruding piece is elastically pushed open by inserting a reinforcing bar.
JP6268339A 1994-10-05 1994-10-05 Leveling plate for concrete products Expired - Lifetime JP2726981B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6268339A JP2726981B2 (en) 1994-10-05 1994-10-05 Leveling plate for concrete products

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6268339A JP2726981B2 (en) 1994-10-05 1994-10-05 Leveling plate for concrete products

Publications (2)

Publication Number Publication Date
JPH08105101A JPH08105101A (en) 1996-04-23
JP2726981B2 true JP2726981B2 (en) 1998-03-11

Family

ID=17457175

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6268339A Expired - Lifetime JP2726981B2 (en) 1994-10-05 1994-10-05 Leveling plate for concrete products

Country Status (1)

Country Link
JP (1) JP2726981B2 (en)

Also Published As

Publication number Publication date
JPH08105101A (en) 1996-04-23

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