JP3187763B2 - Top-end indicator for cast-in-place concrete on half precast slab - Google Patents

Top-end indicator for cast-in-place concrete on half precast slab

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Publication number
JP3187763B2
JP3187763B2 JP03425398A JP3425398A JP3187763B2 JP 3187763 B2 JP3187763 B2 JP 3187763B2 JP 03425398 A JP03425398 A JP 03425398A JP 3425398 A JP3425398 A JP 3425398A JP 3187763 B2 JP3187763 B2 JP 3187763B2
Authority
JP
Japan
Prior art keywords
half precast
concrete
cast
place concrete
precast slab
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
Application number
JP03425398A
Other languages
Japanese (ja)
Other versions
JPH11217932A (en
Inventor
勝紀 出口
Original Assignee
丸井産業株式会社
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 丸井産業株式会社 filed Critical 丸井産業株式会社
Priority to JP03425398A priority Critical patent/JP3187763B2/en
Publication of JPH11217932A publication Critical patent/JPH11217932A/en
Application granted granted Critical
Publication of JP3187763B2 publication Critical patent/JP3187763B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Description

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

【0001】[0001]

【発明の属する技術分野】この発明は、RC造あるいは
SRC造等における床版の構築工事に際し、ハ−フプレ
キャスト床版を構造材として梁間に架設して、その上部
に現場打コンクリ−トを打設するに当り、その現場打コ
ンクリ−トのかぶり厚さを精度よく、かつ能率的、合理
的に表示し、建築工事の省力化、コスト低減の実現を図
るためのハ−フプレキャスト床版における現場打コンク
リ−トの天端表示具に関する。
BACKGROUND OF THE INVENTION The present invention relates to a slab for RC or SRC construction and the like, in which a half precast slab is erected between beams as a structural material, and an in-situ casting concrete is provided above the slab. The half precast slab for accurately and efficiently and rationally display the cover thickness of the cast-in-place concrete at the time of casting to reduce labor and cost of construction work. And a top end indicator of a concrete in-place concrete.

【0002】[0002]

【従来の技術】従来、この種RC造、あるいはSRC造
における床のコンクリ−ト打設工事においては、図4に
示すように床スラブの配筋Aに対してボルトBでねじ止
めした後、コンクリ−ト天端、すなわち、コンクリ−ト
のかぶり厚さを表示する弾力性、反発性のある合成樹脂
製の表示具Cを上下に進退自在にしてその高さをその都
度調節する手段、方法のものが使用されている。
2. Description of the Related Art Conventionally, in the construction of concrete floors of this type of RC construction or SRC construction, as shown in FIG. Means and method for adjusting the height of a concrete top end, that is, a resilient and resilient synthetic resin display C for displaying the cover thickness of the concrete so that the display C can be moved up and down each time. Are used.

【0003】[0003]

【発明が解決しようとする課題】上記従来の方法では、
鉄筋に対するボルト止め及びコンクリ−ト天端を表示す
るための高さ調節など、建築工事現場における煩雑な施
工、作業を伴ない、面倒で、作業能率が悪く、あるいは
ゆるみ易く、精度が出にくい、さらに経済的にも不利
で、実用上にも課題が多い。
In the above conventional method,
It is troublesome, has poor work efficiency, or is easy to loosen, and it is difficult to obtain accuracy, including complicated construction and work at the construction site, such as height adjustment for displaying bolting to the reinforcing bar and concrete top. Further, it is economically disadvantageous and has many practical problems.

【0004】[0004]

【課題を解決するための手段】この発明は上記従来の課
題に鑑みなされたもので、ハ−フプレキャスト床版工法
における現場打コンクリ−トの打設工事に当って、その
コンクリ−トのかぶり厚さの表示作業の省力化、合理化
を図ることにより、ボルト止めなどの面倒な作業が不要
で、簡単、容易にしかも高い施工精度で仕上げることが
でき、経済的にも有利なハ−フプレキャスト床版におけ
る現場打コンクリ−トの天端表示具を提供することにあ
る。
SUMMARY OF THE INVENTION The present invention has been made in consideration of the above-mentioned conventional problems, and has been described in connection with the construction of a site-casting concrete in a half precast slab method. By saving labor and rationalizing the thickness display work, troublesome work such as bolting is not required, and it is possible to finish easily, easily and with high construction accuracy, and economically advantageous half precast. It is an object of the present invention to provide a top-end indicator for a cast-in-place concrete on a floor slab.

【0005】その手段として、上片及びその左右に略傾
斜した側片を有して下方が開放したハの字形状の取付体
と、その取付部の上片中央部から上方に適宜長さ突出し
て起立し装着した弾性軸部及びその弾性軸部の上端に適
宜圧着した標示具とからなり、前記取付体の側片中央部
をそれぞれ切開いて内方にハの字形状に突設した係止用
バネ片を一体に形成してなることを特徴とする。
[0005] As means for this, a C-shaped mounting body having an upper piece and side pieces substantially inclined to the left and right and having an open bottom is provided, and an appropriate length protruding upward from the center of the upper piece of the mounting portion. An elastic shaft portion mounted upright and a marking device appropriately pressed to the upper end of the elastic shaft portion, and a central portion of the side piece of the mounting body is cut open to protrude inward in a C-shape. It is characterized in that the use spring piece is formed integrally.

【0006】上記構造により、ハ−フプレキャスト床版
を構成するトラス筋の上弦筋やスラブの鉄筋対してボル
ト止めや面倒な高さ調節作業等が不要となり、比較的仕
上精度の高い施工が期待され、省力化、合理化によって
経済的有利性と工期の短縮が図られるなど、上記従来の
課題を解消すると共に、上記のような目的を達成するも
のである。
[0006] The above structure eliminates the need for bolting and troublesome height adjustment work on the upper chord bars and slab reinforcing bars of the half precast floor slab, and construction with relatively high finishing accuracy is expected. In addition, the present invention solves the above-mentioned conventional problems and achieves the above-mentioned object, such as achieving economic advantage and shortening the construction period by labor saving and rationalization.

【0007】[0007]

【発明の実施の形態】以下この発明の実施例を図面に基
づいて詳細に説明する。図1はこの発明の一実施例によ
るハ−フプレキャスト床版における現場打コンクリ−ト
の天端表示具の斜視図、図2は図1における一部の中央
縦断面図である。図に示す1は全体として適度のバネ性
状を有する鋼板製などの取付体で、上片2及びその左右
に略傾斜した側片3.3を有して折曲げ、下方が開放し
たハの字形状を有する。さらにその上片2の中央部には
取付用孔4を穿設すると共に、左右の側片3.3にはそ
の中央部をそれぞれ切開いて内方にハの字形に突設した
係止用バネ片5を一体に形成してなる。
Embodiments of the present invention will be described below in detail with reference to the drawings. FIG. 1 is a perspective view of a top end indicator of a cast-in-place concrete in a half precast slab according to an embodiment of the present invention, and FIG. 2 is a central longitudinal sectional view of a part of FIG. Reference numeral 1 shown in the figure denotes an attachment body made of a steel plate or the like having a moderate spring property as a whole, which is bent with an upper piece 2 and side pieces 3.3 which are substantially inclined to the left and right, and which is open in the downward direction. It has a shape. A mounting hole 4 is formed in the center of the upper piece 2 and locking springs are formed in the left and right side pieces 3.3 by cutting out the center and projecting inward in a C-shape. The piece 5 is formed integrally.

【0008】6は、上記取付体1の上片2に設けた取付
用孔4に対して装着するプラスチック製などの弾性軸部
で、軸部の下部及び下端の適宜位置に抜止部7.8をそ
れぞれ一体に形成してあり、前記取付体1の取付用孔4
に対して下方から挿入し、さらに抜止部7を通過した状
態で下端の抜止部8により固定し、起立して装着するも
のである。9は、この弾性軸部6の上部に圧入して取付
けるプラスチック製の標示具で、圧入孔10.頭部11
及び標示片12を一体に成形したものである。
Reference numeral 6 denotes an elastic shaft portion made of plastic or the like to be mounted in the mounting hole 4 provided in the upper piece 2 of the mounting body 1. A retaining portion 7.8 is provided at an appropriate position at the lower and lower ends of the shaft portion. Are formed integrally, and the mounting hole 4 of the mounting body 1 is formed.
Is inserted from below, and is fixed by the retaining portion 8 at the lower end while passing through the retaining portion 7, and is mounted upright. Numeral 9 denotes a plastic marking tool which is press-fitted into the upper portion of the elastic shaft portion 6 and has a press-fit hole 10. Head 11
And the marking piece 12 are integrally formed.

【0009】この発明の上記一実施例によるハ−フプレ
キャスト床版における現場打コンクリ−トの天端表示具
を使用する場合の方法について図3により説明する。予
め工場生産されたハ−フプレキャスト床版Fを建築工事
現場における梁型枠(図示省略)間に架設する。その上
面に突出しているトラス筋Gの上弦筋Hとラチス筋Iと
の交差部に対し、その上筋から取付体1を押し入れるこ
とにより、内方に突出した係止用バネ片5がラチス筋I
を乗り越えた後複元して、上弦筋Hとの交差部下に係止
して固定できる。
Referring to FIG. 3, a description will be given of a method of using a top end display of a cast-in-place concrete in a half precast slab according to the embodiment of the present invention. A half precast floor slab F, which has been produced in advance in a factory, is installed between beam forms (not shown) at a construction site. When the mounting body 1 is pushed into the intersection of the upper chord H and the lattice L of the truss G protruding from the upper surface thereof, the locking spring piece 5 protruding inward is inserted into the lattice by pushing the mounting body 1 from the upper muscle. Muscle I
, And can be locked and fixed below the intersection with the upper chord muscle H.

【0010】次に、このハ−フプレキャスト床版Fのト
ラス筋Gの上弦筋H上に補強筋J.Jを交差して配筋
し、現場打コンクリ−トの打設準備を完了する。図中の
Kは、現場打コンクリ−トを打設する場合のコンクリ−
トのかぶり厚さ(通常30ミリーメートル以上とされて
いる)であり、その現場打コンクリ−トLは標示具9の
天端に設けた標示片12を目標に打設していくものであ
る。この時、コンクリ−ト打設天端を確認するために標
示具の頭部11上にレベル出し棒などを載置することも
できる。
Next, the reinforcement J. is placed on the upper chord H of the truss G of the half precast floor slab F. Arrange the bars crossing J and complete the preparation for placing the concrete in place. K in the figure is the concrete when casting in-place concrete.
The in-situ casting concrete L is for placing the marking piece 12 provided on the top end of the marking tool 9 as a target. . At this time, a leveling rod or the like may be placed on the head 11 of the marking tool in order to confirm the concrete placing top.

【0011】この時、コンクリ−ト打設用の圧送管、ホ
−ス等が表示具に当ったりしても、その表示具は、一時
的に屈曲するが、弾力性あるいは反発性のある合成樹脂
製であるため、その圧送管、ホ−ス等が外れると同時に
原形に起立復帰して常に所定のコンクリ−トのかぶり厚
さKを表示し、目標とすることができる。なお、コンク
リ−トの養生後は、上記標示片12はコンクリ−ト天端
から切取って処理するものである。
[0011] At this time, even if a pressure feed pipe, a hose, or the like for placing concrete hits the display, the display temporarily bends, but the composite has elasticity or resilience. Since it is made of resin, the pumping tube, the hose and the like come off, and at the same time, it stands up and returns to its original shape, so that the cover thickness K of the predetermined concrete is always displayed and can be set as a target. After curing the concrete, the marking piece 12 is cut off from the top of the concrete and processed.

【0012】又、この発明に係る一実施例による天端表
示具は、コンクリ−ト打設前であれば、補強筋J.Jの
配筋前であっても、後であってもいつの時期でも取付け
作業は簡単、容易にしかも速やかにでき、取付けのため
の工具類も全く不要である。さらに又、この発明に係る
表示具はトラス筋と上弦筋の交差部に対して単に装して
あるだけであるため、作業の大幅な省力化、合理化が期
待できる。
In addition, the top end indicator according to one embodiment of the present invention has a reinforcement J.S. At any time, before or after the arrangement of the J bars, the mounting operation can be performed simply, easily and quickly, and no tools are required for mounting. Furthermore, since the display device according to the present invention is merely mounted on the intersection of the truss muscle and the upper chord muscle, it is possible to expect significant labor saving and rationalization of the work.

【0013】[0013]

【発明の効果】以上詳細に説明したように、この発明の
ハ−フプレキャスト床版における現場打コンクリ−トの
天端表示具によれば、従来品のようにトラス筋にボルト
止めしたり、高さ調節したりする必要が全く無く、工具
類も不要で誰にでも簡単、容易にしかも速かに取付ける
ことができる。又、取付けの時期、タイミングも関係な
く、いつでも施工できる。しかも適度の弾力性、反発性
を有するため常に安定かつ一定したコンクリ−トのかぶ
り厚さが精度よく確保でき、表示機能に秀れる等の効果
があるなど、省力化合理化及び信頼性の向上に著しい効
果が期待でき、工期の短縮、コストの軽減など実用上有
益なハ−フプレキャスト床版における現場打コンクリ−
トの天端表示具を得ることができる。
As described above in detail, according to the top end indicator of the cast-in-place concrete in the half precast floor slab of the present invention, it is possible to bolt the truss bar as in the conventional product, There is no need to adjust the height, and no tools are required, so that anyone can easily, easily, and quickly mount. Also, it can be installed at any time, regardless of the timing and timing of mounting. In addition, it has moderate elasticity and resilience, so it can always secure a stable and constant concrete cover thickness with high accuracy, and it has the effect of excelling in display function. In-situ casting concrete for half precast slabs, which can be expected to have a remarkable effect and are practically useful such as shortening the construction period and reducing costs
Can be obtained.

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

【図1】 この発明の一実施例に係る天端表示具の斜視
FIG. 1 is a perspective view of a top end display device according to an embodiment of the present invention.

【図2】 図1における一部中央縦断面図FIG. 2 is a partial vertical cross-sectional view in FIG. 1;

【図3】 この発明の一実施例に係る天端表示具の使用
例を示す側面図
FIG. 3 is a side view showing an example of use of a top end indicator according to one embodiment of the present invention.

【図4】 従来例による天端表示具の正面図FIG. 4 is a front view of a top end display according to a conventional example.

【符号の説明】[Explanation of symbols]

1 取付体 2 上片 3 側片 5 バネ片 6 弾性軸部 9 標示具 F ハ−フプレキャスト床版 G トラス筋 H 上弦筋 I ラチス筋 DESCRIPTION OF SYMBOLS 1 Attachment body 2 Upper piece 3 Side piece 5 Spring piece 6 Elastic shaft part 9 Marking tool F Half precast slab G Truss bar H Upper chord bar I Lattice bar

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 上片及びその左右に略傾斜した側片を有
して下方が開放したハの字形状の取付体と、その取付部
の上片中央部から上方に適宜長さ突出して起立し装着し
た弾性軸部及びその弾性軸部の上端に適宜圧着した標示
具とからなり、前記取付体の側片中央部をそれぞれ切開
いて内方にハの字形状に突設した係止用バネ片を一体に
形成してなることを特徴とするハ−フプレキャスト床版
における現場打コンクリ−トの天端表示具。
1. A C-shaped mounting body having an upper piece and side pieces substantially inclined to the left and right and having a downwardly open shape, and a standing portion protruding upward from a central portion of the upper piece at an appropriate length. A locking spring, which comprises an elastic shaft portion mounted and mounted, and a marking tool appropriately crimped to the upper end of the elastic shaft portion, wherein a center portion of each side of the mounting body is cut open to protrude inward in a C-shape. A top end indicator for a cast-in-place concrete in a half precast slab, wherein the pieces are integrally formed.
JP03425398A 1998-01-30 1998-01-30 Top-end indicator for cast-in-place concrete on half precast slab Expired - Fee Related JP3187763B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP03425398A JP3187763B2 (en) 1998-01-30 1998-01-30 Top-end indicator for cast-in-place concrete on half precast slab

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP03425398A JP3187763B2 (en) 1998-01-30 1998-01-30 Top-end indicator for cast-in-place concrete on half precast slab

Publications (2)

Publication Number Publication Date
JPH11217932A JPH11217932A (en) 1999-08-10
JP3187763B2 true JP3187763B2 (en) 2001-07-11

Family

ID=12409019

Family Applications (1)

Application Number Title Priority Date Filing Date
JP03425398A Expired - Fee Related JP3187763B2 (en) 1998-01-30 1998-01-30 Top-end indicator for cast-in-place concrete on half precast slab

Country Status (1)

Country Link
JP (1) JP3187763B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100794618B1 (en) * 2006-04-06 2008-01-15 송유섭 Concrete placing leveler
DE202008013260U1 (en) * 2008-10-04 2008-12-24 Cemex Research Group Ag Device for determining the degree of the upper concrete cover of a concrete component, a reinforcement for a concrete component and a concrete component
JP5191918B2 (en) * 2009-01-30 2013-05-08 住友林業株式会社 Mortar thickness ruler

Also Published As

Publication number Publication date
JPH11217932A (en) 1999-08-10

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