JPH028467A - Fixed structure of concrete plate - Google Patents

Fixed structure of concrete plate

Info

Publication number
JPH028467A
JPH028467A JP14911988A JP14911988A JPH028467A JP H028467 A JPH028467 A JP H028467A JP 14911988 A JP14911988 A JP 14911988A JP 14911988 A JP14911988 A JP 14911988A JP H028467 A JPH028467 A JP H028467A
Authority
JP
Japan
Prior art keywords
concrete
concrete plate
plate
anchor member
bolts
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
Application number
JP14911988A
Other languages
Japanese (ja)
Inventor
Toshimasa Hyodo
俊正 兵頭
Masaaki Domae
同前 雅章
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.)
National House Industrial Co Ltd
Original Assignee
National House Industrial 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 National House Industrial Co Ltd filed Critical National House Industrial Co Ltd
Priority to JP14911988A priority Critical patent/JPH028467A/en
Publication of JPH028467A publication Critical patent/JPH028467A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To reduce the cost of operation as well as raise construction efficiency and simplify construction work by a method in which anchors having holes to be screwed with bolts for regulating levels on their ends are attached to the lower end of a concrete plate. CONSTITUTION:An anchor part 2 having fixing tool holes 2b in its both ends is fixed to the downside of a concrete plate 1 through fixing tool holes 2a and fixing tools 11. The plate 1 is set on the level concrete 9 of the a trench 7 in the ground and the bolts 4 are screwed with the nuts in the bolt holes 3 of the parts 2. The screw fitting of the bolts 4 is adjusted to correct the verticality of the plate 1 and foundation concrete is packed into the trench 7 to set the plate 1. The concrete plate 1 can thus be erectly set with high constructing efficiency without the needs for struts.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 この発明は、塀等をコンクリート板で形成する際に用い
るコンクリート板の固定部構造に関するものである。
DETAILED DESCRIPTION OF THE INVENTION [Industrial Field of Application] The present invention relates to a structure for fixing a concrete plate used when a concrete plate is used to form a fence or the like.

(従来の技(ホi) 従来、塀等をコンクリートで形成する場合、地盤に溝を
形成し、この溝内に基礎コンクリートを打設し、基礎コ
ンクリートの硬化後にその上面に配筋すると七もに型枠
を組み、型枠内にコンクリートを打設するごとにより塀
を形成していた。
(Conventional Technique) Conventionally, when forming a fence etc. with concrete, a trench was formed in the ground, foundation concrete was poured into this trench, and reinforcement was placed on top of the foundation concrete after it hardened. A wall was formed by constructing a formwork and pouring concrete into the formwork.

しかし、この構造では、配筋や型枠の形成等の現場での
作業が多くなり、施工に手間がかかっていた。
However, this structure required a lot of on-site work such as reinforcing and forming formwork, making construction time-consuming.

そこで、現場でコンクリートを打設する代わりにあらか
しめ工場で製造したコンクリート板を現場で溝内に埋め
込む構造が提案された。この構造は、第13図に示すよ
うに、溝22内にコンクリート板21を設置した状態で
溝22内をコンクリート等の充填材23で充填したもの
である。あるいは、第14図および第15図に示すよう
に、コンクリート板21の間にH形鋼や角形鋼管からな
る支柱24.25を設け、この支柱24.25でコンク
リート板21を支持するとともにコンクリート板21お
よび支柱24.25を溝22内に埋め込んだものである
Therefore, instead of pouring concrete on-site, a structure was proposed in which concrete plates manufactured at a pre-warming factory were embedded in the trenches on-site. In this structure, as shown in FIG. 13, a concrete plate 21 is installed in a groove 22, and the groove 22 is filled with a filler material 23 such as concrete. Alternatively, as shown in FIGS. 14 and 15, struts 24.25 made of H-shaped steel or square steel pipes are provided between the concrete plates 21, and the concrete plates 21 are supported by the struts 24.25. 21 and struts 24 and 25 are embedded in the groove 22.

[発明が解決しようとする課題] しかし、コンクリート板21だけを溝22内に埋め込む
構造においては、コンクリート板21が傾きやすく、コ
ンクリート板21を垂直に立設するのが難しかった。ま
た、支柱24.25とともにコンクリート板21を埋め
込む構造では、支柱24.25を使用することによりア
ンカーの設置作業やコンクリート板21と支柱24.2
5との溶接による固定11業を行ねなりればならなかっ
たので、高度な技術を必要とし、施工が難しくなってい
た。また、皮相24,25を用いるとコストも高くつい
ていた。
[Problems to be Solved by the Invention] However, in a structure in which only the concrete plate 21 is embedded in the groove 22, the concrete plate 21 tends to tilt, making it difficult to vertically install the concrete plate 21. In addition, in a structure in which the concrete plate 21 is embedded together with the support column 24.25, by using the support column 24.25, the anchor installation work and the concrete plate 21 and the support column 24.2
5 and 11 had to be fixed by welding, requiring advanced technology and making construction difficult. In addition, the use of Apparent 24 and 25 resulted in high costs.

したがって、この発明の目的は、施工が簡単に行え、か
つコストの低減が可能なコンクリート板の固定部構造を
提供することである。
Therefore, an object of the present invention is to provide a structure for fixing a concrete plate, which can be easily constructed and can reduce costs.

(課題を解決するための手段] この発明のコンクリート板の固定部構造は、コンクリー
ト板の下端にこのコンクリート板の表裏面側から突出し
た状態でアンカー部材を設け、このアンカー部Hの各々
端部にレベル調整用のボルトが螺合可能なポル1−孔を
設けたものである。
(Means for Solving the Problems) The concrete plate fixing part structure of the present invention includes anchor members provided at the lower end of the concrete plate in a state protruding from the front and back sides of the concrete plate, and each end of the anchor part H The hole is provided with a hole into which a level adjustment bolt can be screwed.

〔作 用〕[For production]

この発明の構成によると、コンクリート板の下O(1;
に表裏面側に突出してアンカー部材を設i)だので、溝
内にコンクリート板の下端部を埋め込んだ際にアンカー
部材がアンカーとなり、コンクリド板を確実に立設する
ことができる。したがって、コンクリート板を立設する
の乙こ支柱を必要としないので、コンクリート板と支柱
との接合作業か省略でき、施工を能率的に行うことがで
きる。また、支柱が不要となるので、製造コストを低減
することができる。また、アンカー部材の端部にレベル
調整用のボルトが挿通可能なボルト孔を設iJたので、
ボルト孔に螺合されたボルトを調整するごとにより、コ
ンクリート板の傾きを補正することができる。したがっ
て、コンクリート板を垂直に立設することができる。
According to the configuration of this invention, under the concrete plate O(1;
Since the anchor member is provided protruding from the front and back sides i), the anchor member becomes an anchor when the lower end of the concrete plate is embedded in the groove, and the concrete plate can be reliably erected. Therefore, there is no need for additional supports to erect the concrete plates, so the work of joining the concrete plates and the supports can be omitted, and construction can be carried out efficiently. Furthermore, since no support columns are required, manufacturing costs can be reduced. In addition, a bolt hole is provided at the end of the anchor member through which a bolt for level adjustment can be inserted.
The inclination of the concrete plate can be corrected by adjusting the bolts screwed into the bolt holes. Therefore, the concrete plate can be vertically erected.

〔実施例] この発明の一実施例を第1回ないし第8図に基づいて説
明する。
[Embodiment] An embodiment of the present invention will be described based on FIGS. 1 to 8.

コンクリート板1は、第1図に示すよう乙こ、対のコン
クリート部材を張り合わせて形成しである。コンクリー
ト板1の下端面には、両端部にそれぞれ一対の雌ねじ部
材(図示せず)が埋め込んであり、アンカー部材2を固
着具11で固定するごとができろ。
The concrete plate 1 is formed by pasting together a pair of concrete members, as shown in FIG. A pair of female screw members (not shown) are embedded in the lower end surface of the concrete plate 1 at both ends, respectively, so that the anchor member 2 can be fixed with a fixing tool 11.

アンカー部材2は、溝形鋼、軽量)M形鋼、リップ′t
14形鋼等からなる。アンカー部材2の中央には、第2
図に示すように、一対の固着具挿通孔2aか形成してあ
り、ごの固着具挿通孔2aに固着具11を挿通ずること
によりアンカー部材2かコンクリート板lの下面に固定
される。アンカー部+A2の両端部には固着具挿通孔2
b(第1図)が形成し−(あり、この固着具挿通孔2b
の内面側にボルト孔3としてのナンドが溶接により固着
されている。
The anchor member 2 is made of channel steel, lightweight) M-shaped steel, and lip 't.
Consists of 14 section steel etc. In the center of the anchor member 2, there is a second
As shown in the figure, a pair of fastener insertion holes 2a are formed, and the anchor member 2 is fixed to the lower surface of the concrete plate l by inserting the fastener 11 into the fastener insertion holes 2a. There are fastener insertion holes 2 at both ends of the anchor part + A2.
b (Fig. 1) is formed, and this fixing tool insertion hole 2b
A bolt hole 3 serving as a bolt hole 3 is fixed to the inner surface of the bolt by welding.

このボルト孔3にはレベル調整用のボルト4(第5図参
照)が螺合ずろ。このボルト4は、軸部がアンカー部材
2の高さよりも長く形成しである。
A level adjustment bolt 4 (see Fig. 5) is screwed into this bolt hole 3. This bolt 4 has a shaft portion longer than the height of the anchor member 2.

なお、第3図はこのアンカー部材2をコンクリート板1
の下端面に固着した状態の部分斜視図である。
In addition, in FIG. 3, this anchor member 2 is attached to a concrete plate 1.
FIG. 3 is a partial perspective view of a state in which it is fixed to the lower end surface of the holder.

この実施例によるコンクリ−1−板1の施工手順を第4
図ないし第8図に基づいて説明する。コンクリート板1
の下面にばあらかしめアンカー部材2を固定しておく。
The construction procedure of concrete 1-board 1 according to this example is explained in the fourth section.
This will be explained based on FIGS. 8 through 8. concrete board 1
An anchor member 2 is fixed to the lower surface of the holder.

地盤に形成した溝7の底面に割栗石8を敷き、この上に
捨てコンクリート9を打設する(第4図)。捨てコンク
リート9の硬化後にコンクリート板1を載置する(第5
図)。この状態でボルト4を一方のポルI〜孔3に螺合
し、コンクリート板1が垂直となるように傾きを補正す
る(第7図および第8図)。コンクリート板1が垂直に
なった状態で溝7内に基礎コンクリート10を充填する
(第6図)。以上でコンクリート板1が立設される。
A cracked stone 8 is laid on the bottom of the groove 7 formed in the ground, and a concrete 9 is placed on top of it (Fig. 4). After the waste concrete 9 hardens, the concrete plate 1 is placed (fifth
figure). In this state, the bolts 4 are screwed into one of the holes I to 3, and the inclination is corrected so that the concrete plate 1 is vertical (FIGS. 7 and 8). With the concrete plate 1 vertical, the groove 7 is filled with foundation concrete 10 (FIG. 6). With the above steps, the concrete plate 1 is erected.

この実施例の構成によると、コンクリート板1の下端に
表裏面側に突出してアンカー部材2を設けたので、溝7
内にコンクリート板1の下端部を埋め込むだけでコンク
リート板1を立設することができる。したがって、コン
クリ−1反1を立設するだめの支柱が不要になると同時
にアンカーボルトが不要になり、部材点数の削減ととも
に製造コストを低減することができる。また、支柱が不
要となるためにコンクリート板1と支柱との溶接等によ
る接合作業が省略でき、施工を能率的に行うことができ
る。また、アンカー部材2の端部にレベル調整用のボル
ト4か挿通可能なボルト孔3を設けたので、ボルト孔3
に螺合したボルト4を31ilI整するごとにより、二
Iンクリート牟反1の(頃きを補正することができる。
According to the configuration of this embodiment, since the anchor member 2 is provided at the lower end of the concrete plate 1 so as to protrude from the front and back sides, the groove 7
The concrete plate 1 can be erected by simply embedding the lower end of the concrete plate 1 inside. Therefore, there is no need for a support post for erecting the concrete 1-1, and at the same time, no anchor bolts are required, and the number of parts and manufacturing costs can be reduced. Further, since no support columns are required, the work of joining the concrete plate 1 and the support columns by welding or the like can be omitted, and construction can be carried out efficiently. In addition, since a bolt hole 3 through which a level adjustment bolt 4 can be inserted is provided at the end of the anchor member 2, the bolt hole 3
By adjusting the bolt 4 screwed together by 31ilI, it is possible to correct the roughness of the 2I concrete cross 1.

したがって、コンクリート板1を容易に垂直に立設する
ことができる。
Therefore, the concrete plate 1 can be easily erected vertically.

この発明の他の実施例を第9図および第10図に基づい
て説明する。この例は、第9図に示すように、溝形鋼か
らなるアンカー部材5の両フランジの中央に切欠部5a
を設り、この切欠部5aにコンクリ−I・板1のド端を
嵌着することによりアンカー部子A5を固定したもので
ある(第10図)。
Another embodiment of the invention will be described based on FIGS. 9 and 10. In this example, as shown in FIG. 9, a notch 5a is provided at the center of both flanges of an anchor member 5 made of channel steel.
Anchor member A5 is fixed by fitting the corner of concrete I/board 1 into this notch 5a (FIG. 10).

この実施例の構成によると、アンカー部材5のコンクリ
ート板1の下O:;;への固定が、アンカー部材5の切
欠部5aをコンクリート板lの下端に合わ・けて押圧す
るだけで行えるので、施工をより簡単にするごとができ
る。これ以外の効果は前記実施例と同様である。
According to the configuration of this embodiment, the anchor member 5 can be fixed to the bottom O of the concrete plate 1 by simply aligning the notch 5a of the anchor member 5 with the lower end of the concrete plate l and pressing it. , construction can be made easier. Other effects are the same as those of the previous embodiment.

さらに、他の実施例として第11図および第12し1に
示すものがある。この例は、第11図に示すように、棒
鋼を直角に折り曲げてアンカー部材6を形成し、このア
ンカー部+A6の水平部の先端にボルト孔3としてのナ
ツトを溶接固定するとともに、アンカー部材6の垂直部
をコンクリート板1の下端面に形成した下穴(図示せず
)に埋め込んだものである(第12図)。この実施例の
構成によると、アンカー部材6の大きさを小ざくするこ
とができ、運搬が容易になる。これ以外の効果は前記実
施例と同様である。
Furthermore, there are other embodiments shown in FIGS. 11 and 12-1. In this example, as shown in FIG. 11, an anchor member 6 is formed by bending a steel bar at right angles, a nut as a bolt hole 3 is welded and fixed to the tip of the horizontal part of this anchor part +A6, and the anchor member 6 is The vertical part of the concrete plate 1 is embedded in a pilot hole (not shown) formed in the lower end surface of the concrete plate 1 (FIG. 12). According to the configuration of this embodiment, the size of the anchor member 6 can be reduced, making it easy to transport. Other effects are the same as those of the previous embodiment.

なお、前記実施例においては、アンカー部材25にボル
ト孔3としてナツトを固着していたが、ナツトを設けず
にアンカー部材2,5に直接ボルト孔3を形成してもよ
い。
In the embodiment described above, a nut is fixed to the anchor member 25 as a bolt hole 3, but the bolt hole 3 may be formed directly in the anchor members 2 and 5 without providing a nut.

[発明の効果] この発明のコンクリート板の固定部構造によると、コン
クリート板の下端に表裏面側に突出してアンカー部材を
設けたので、溝内にコンクリート板の下端部を埋め込ん
だ隙にアンカー部材がアンカーとなり、コンクリート板
を確実に立設することができる。したがって、コンクリ
ート板を立設するのに支柱を必要としないので、コンク
リート板と支柱との接合作業が省略でき、施工を能率的
に行うことかできる。また、支柱が不要となるので、製
造コスI・を低減することがてきろ。また、アンカー部
材の端部にし・\ル調整用のボルトが挿通可能なボルト
孔を設けたので、ボルト孔に螺合されたボルトを調整す
ることにより、コンクリート板の(す1きを補正するご
とができる。したがって、コンクリート板を垂直に立設
することができる。
[Effects of the Invention] According to the concrete plate fixing part structure of the present invention, the anchor member is provided at the lower end of the concrete plate so as to protrude from the front and back sides, so that the anchor member can be inserted into the gap where the lower end of the concrete plate is embedded in the groove. serves as an anchor, allowing the concrete plate to be erected securely. Therefore, since no support is required to erect the concrete plate, the work of joining the concrete plate and the support can be omitted, and construction can be carried out efficiently. In addition, since no support columns are required, manufacturing costs can be reduced. In addition, a bolt hole is provided at the end of the anchor member through which a bolt for adjustment can be inserted, so by adjusting the bolt screwed into the bolt hole, it is possible to correct Therefore, concrete plates can be erected vertically.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図はこの発明の一実施例の分解斜視図、第2図はそ
のアンカー部材の平面図、第3図はアンカー部子Aを固
定した状態の部分斜視図、第4図ないし第6図はコンク
リート板の施工手順を示す部分断面図、第7図および第
8図はコンクリート板の傾きの調整手順を示す部分側面
図、第9図はこの発明の他の実施例のアンカー部材の斜
視図、第10図はそのアンカー部材をコンクリート板に
固定した状態の部分斜視図、第11図は同しくこの発明
の他の実施例のアンカー部材の斜視図、第12図はその
アンカー部材をコンクリート板に固定した状態の部分側
面図、第13図は従来例の部分断面図、第14図および
第15回はそれぞれ提案例の水平断面図である。 1・・・コンクリート板、2,5.6−・・アンカー部
材、3・・・ボルト孔、4・・・ボルトン1 第14 図 第 図
FIG. 1 is an exploded perspective view of an embodiment of the present invention, FIG. 2 is a plan view of the anchor member, FIG. 3 is a partial perspective view of the anchor member A fixed, and FIGS. 4 to 6 7 and 8 are partial side views showing the procedure for adjusting the inclination of the concrete plate. FIG. 9 is a perspective view of an anchor member according to another embodiment of the present invention. , FIG. 10 is a partial perspective view of the anchor member fixed to a concrete plate, FIG. 11 is a perspective view of an anchor member according to another embodiment of the present invention, and FIG. 12 is a partial perspective view of the anchor member fixed to a concrete plate. FIG. 13 is a partial sectional view of the conventional example, and FIGS. 14 and 15 are horizontal sectional views of the proposed example. 1... Concrete plate, 2, 5.6-... Anchor member, 3... Bolt hole, 4... Bolt 1 Fig. 14

Claims (1)

【特許請求の範囲】[Claims] コンクリート板の下端にこのコンクリート板の表裏面側
から突出した状態でアンカー部材を設け、このアンカー
部材の各々端部にレベル調整用のボルトが螺合可能なボ
ルト孔を設けたコンクリート板の固定部構造。
A fixed part of a concrete plate, in which an anchor member is provided at the lower end of the concrete plate so as to protrude from the front and back sides of the concrete plate, and each end of the anchor member is provided with a bolt hole into which a bolt for level adjustment can be screwed. structure.
JP14911988A 1988-06-14 1988-06-14 Fixed structure of concrete plate Pending JPH028467A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14911988A JPH028467A (en) 1988-06-14 1988-06-14 Fixed structure of concrete plate

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14911988A JPH028467A (en) 1988-06-14 1988-06-14 Fixed structure of concrete plate

Publications (1)

Publication Number Publication Date
JPH028467A true JPH028467A (en) 1990-01-11

Family

ID=15468137

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14911988A Pending JPH028467A (en) 1988-06-14 1988-06-14 Fixed structure of concrete plate

Country Status (1)

Country Link
JP (1) JPH028467A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5076260A (en) * 1989-09-14 1991-12-31 Bodysonic Kabushiki Kaisha Sensible body vibration
KR100355308B1 (en) * 1999-09-09 2002-10-11 건 희 서 A fence pannel and an installing method of fance, without a pillar, which makes use of the fence pannel

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6026553B2 (en) * 1982-05-19 1985-06-24 篤重 近藤 Pattern sewing method

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6026553B2 (en) * 1982-05-19 1985-06-24 篤重 近藤 Pattern sewing method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5076260A (en) * 1989-09-14 1991-12-31 Bodysonic Kabushiki Kaisha Sensible body vibration
KR100355308B1 (en) * 1999-09-09 2002-10-11 건 희 서 A fence pannel and an installing method of fance, without a pillar, which makes use of the fence pannel

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