JPH0211701B2 - - Google Patents
Info
- Publication number
- JPH0211701B2 JPH0211701B2 JP59108107A JP10810784A JPH0211701B2 JP H0211701 B2 JPH0211701 B2 JP H0211701B2 JP 59108107 A JP59108107 A JP 59108107A JP 10810784 A JP10810784 A JP 10810784A JP H0211701 B2 JPH0211701 B2 JP H0211701B2
- Authority
- JP
- Japan
- Prior art keywords
- mounting member
- concrete block
- block
- mortar
- coil
- 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
Links
- 239000004570 mortar (masonry) Substances 0.000 claims description 38
- 239000002344 surface layer Substances 0.000 claims description 20
- 239000010410 layer Substances 0.000 claims description 13
- 238000004519 manufacturing process Methods 0.000 claims description 9
- 238000009415 formwork Methods 0.000 claims description 8
- 238000000034 method Methods 0.000 claims description 3
- 238000010586 diagram Methods 0.000 description 6
- VTYYLEPIZMXCLO-UHFFFAOYSA-L Calcium carbonate Chemical compound [Ca+2].[O-]C([O-])=O VTYYLEPIZMXCLO-UHFFFAOYSA-L 0.000 description 3
- 239000000853 adhesive Substances 0.000 description 3
- 230000001070 adhesive effect Effects 0.000 description 3
- 239000004568 cement Substances 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 239000004575 stone Substances 0.000 description 2
- 229910000019 calcium carbonate Inorganic materials 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000004579 marble Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 238000005498 polishing Methods 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000011800 void material Substances 0.000 description 1
- 238000004804 winding Methods 0.000 description 1
Landscapes
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
Description
【発明の詳細な説明】
〔発明の利用分野〕
本発明は、建築物あるいは地下道等の垂直ある
いは傾斜壁面に装着するのに好適な装着部材埋設
コンクリートブロツクおよびその製造方法に関す
る。DETAILED DESCRIPTION OF THE INVENTION [Field of Application of the Invention] The present invention relates to a concrete block with an embedded mounting member suitable for mounting on a vertical or inclined wall surface of a building or an underground passage, and a method for manufacturing the same.
近年、大理石チツプ等の美しい石材チツプから
なるモルタルで表面層が形成される、テラゾータ
イル等のコンクリートブロツクが建築物あるいは
地下道の床面あるいは壁面等に多く用いられてい
る。従来このようなコンクリートブロツクを垂直
な壁面あるいは傾斜した壁面に装着する場合は、
第1図および第2図にそのコンクリートブロツク
の一部側面、一部平面を示すように、コンクリー
トブロツク1の表面2と底面層3の境界近辺に、
ドリル等で穴4をあけ、該穴4に棒状の装着部材
5を挿入し、周辺をコンクリートボンド等の接着
剤6で固めて、装着部材5をコンクリートブロツ
ク1に固定する。該装着部材5を壁の鉄筋等のコ
ンクリートブロツクを固定する固定部材に、金属
線等で縛り付ける等して、壁面にコンクリートブ
ロツク1を装着している。
In recent years, concrete blocks such as terrazzo tiles, whose surface layer is formed with mortar made of beautiful stone chips such as marble chips, have been widely used for the floors or walls of buildings or underground passages. Conventionally, when installing such concrete blocks on a vertical or sloping wall,
As shown in FIGS. 1 and 2, which show part of the side surface and part of the plane of the concrete block, near the boundary between the surface 2 and the bottom layer 3 of the concrete block 1,
A hole 4 is made with a drill or the like, a rod-shaped mounting member 5 is inserted into the hole 4, and the periphery is hardened with an adhesive 6 such as concrete bond to fix the mounting member 5 to the concrete block 1. The concrete block 1 is mounted on the wall surface by tying the mounting member 5 to a fixing member such as a wall reinforcing bar for fixing the concrete block with a metal wire or the like.
上記のように、従来はコンクリートブロツクの
側部にドリル等で、その都度穴4をあけ、装着部
材5を接着剤6で固めて固定する方法をとるた
め、その作業に手間がかかるという問題があつ
た。また装着部材5を工場であらかじめ固定して
おくと、装着部材5が側面より突出しているた
め、コンクリートブロツク1を運搬するとき装着
部材5が邪魔になるという不都合もあつた。
As mentioned above, in the past, a hole 4 was drilled in the side of the concrete block using a drill or the like, and the mounting member 5 was hardened and fixed with adhesive 6, which caused the problem that the work was time-consuming. It was hot. Further, if the mounting member 5 is fixed in advance at the factory, the mounting member 5 protrudes from the side surface, which causes an inconvenience that the mounting member 5 gets in the way when the concrete block 1 is transported.
本発明は上述の点にかんがみてなされたもの
で、垂直な壁面あるいは傾斜面等に容易に装着す
ることができる装着部材埋設コンクリートブロツ
クを提供することを目的とする。
The present invention has been made in view of the above-mentioned points, and an object of the present invention is to provide a concrete block with an embedded mounting member that can be easily mounted on a vertical wall surface or an inclined surface.
上記目的を達成するため、本発明は、少なくと
も一端にコイル状に巻回されたコイル部を有する
棒状の装着部材をそのコイル部がブロツク側端部
に位置するように埋設し、ブロツク硬化後装着部
材のコイル端部を外部に引き出すようにした装着
部材埋設コンクリートブロツク、およびブロツク
型枠内にブロツク表面層となるモルタルを打設
し、該モルタル上の少なくとも一端にコイル状に
巻回されたコイル部を有する棒状の装着部材をそ
のコイル端部がブロツク型枠内面に接するように
配置し、装着部材の上からブロツク底面層となる
モルタルを打設し、しかる後にプレスにて加圧成
形して製造する装着部材埋設コンクリートブロツ
ク製造方法である。
In order to achieve the above object, the present invention provides a rod-shaped mounting member having a coil portion wound in a coil shape on at least one end thereof, which is buried so that the coil portion is located at the end on the block side, and is mounted after the block is cured. A concrete block with a mounting member embedded in which the end of the coil of the member is pulled out to the outside, and mortar that becomes a surface layer of the block is placed in the block formwork, and a coil is wound in a coil shape on at least one end of the mortar. A rod-shaped mounting member having a coil end is arranged so that its coil end is in contact with the inner surface of the block form, mortar that will become the bottom layer of the block is placed on top of the mounting member, and then pressure-formed using a press. This is a method for manufacturing a mounting member embedded in a concrete block.
以下本発明の一実施例を図面に基づいて説明す
る。
An embodiment of the present invention will be described below based on the drawings.
第3図は本発明の一実施例の装着部材埋設コン
クリートブロツクの一部側面図、第4図はその平
面図である。図示するように、コンクリートブロ
ツク11の表面層モルタル12と底面層モルタル
13との境界近辺に装着部材14を複数個埋設す
る。装着部材14は、一端がくの字状に屈曲され
た屈曲部14a、他端にコイル状に巻回されたコ
イル部14bが設けられている。コイル部14b
の巻密度はコイル材が互に接する程密になつてい
るので、コイル部14bの内部空隙14cには、
表面層モルタル12および底面層モルタル13は
浸入せず空隙のままとなる。また、コイル部14
bの端部はコンクリートブロツク11の側面と一
致するように配置される。表面層モルタル12お
よび表面層モルタル13が硬化した後、コンクリ
ートブロツク11を壁に装着する場合は、コイル
部14bの端部を、第5図、第6図に示すように
外に引き出し、該引き出した部分を壁の鉄筋等の
固定部材に巻付けてコンクリートブロツク11を
壁面に固定する。 FIG. 3 is a partial side view of a concrete block in which a mounting member is embedded according to an embodiment of the present invention, and FIG. 4 is a plan view thereof. As shown in the figure, a plurality of mounting members 14 are buried near the boundary between the surface layer mortar 12 and the bottom layer mortar 13 of the concrete block 11. The mounting member 14 is provided with a bent portion 14a bent in a dogleg shape at one end, and a coiled portion 14b wound in a coil shape at the other end. Coil part 14b
Since the winding density of is so dense that the coil materials touch each other, the internal void 14c of the coil portion 14b has
The surface layer mortar 12 and the bottom layer mortar 13 do not penetrate and remain as voids. In addition, the coil portion 14
The end of b is arranged so as to coincide with the side surface of the concrete block 11. After the surface layer mortar 12 and the surface layer mortar 13 have hardened, when installing the concrete block 11 on the wall, pull out the end of the coil portion 14b as shown in FIGS. 5 and 6, and The concrete block 11 is fixed to the wall by wrapping the section around a fixing member such as a reinforcing bar of the wall.
次に、上記装着部材埋設コンクリートブロツク
の製造方法を説明する。 Next, a method of manufacturing the concrete block in which the mounting member is embedded will be explained.
第7図a〜eは、コンクリートブロツクの製造
工程を示す図である。まず、第7図aに示すよう
に、振動機構(図示せず)により前後、左右に振
動する構造の振動台15の上部に、コンクリート
ブロツク製造用の型枠16を載置する。次に第7
図bに示すように枠16中に、コンクリートブロ
ツクの表面層となる表面層モルタル12を打設
し、しかる後前記振動機構にて振動台15を前後
左右に振動させ、表面層モルタル12を型枠16
の隅々まで浸入させると共に、表面層モルタル1
2中の気泡抜きをする。次に第7図cに示すよう
に、表面層モルタル12の上部に、装着部材14
をそのコイル部14bの先端部が型枠16の内面
に接するように配置する。 Figures 7a to 7e are diagrams showing the manufacturing process of concrete blocks. First, as shown in FIG. 7a, a formwork 16 for manufacturing concrete blocks is placed on top of a vibrating table 15 which is structured to vibrate back and forth and left and right by a vibrating mechanism (not shown). Next, the seventh
As shown in Figure b, surface layer mortar 12, which will become the surface layer of the concrete block, is placed in the frame 16, and then the vibrating table 15 is vibrated back and forth and left and right using the vibration mechanism to mold the surface layer mortar 12. frame 16
Infiltrate every corner of the surface layer mortar 1.
Remove any air bubbles from 2. Next, as shown in FIG. 7c, a mounting member 14 is placed on top of the surface layer mortar 12.
is arranged so that the tip of the coil portion 14b is in contact with the inner surface of the formwork 16.
次に第7図dに示すように、表面層モルタル1
2および装着部材14の上部から底面層モルタル
13を打設し、しかる後、前記振動機構により振
動台15を前後、左右に振動させ底面層モルタル
を型枠16の隅々まで浸入させると共に、底面層
モルタル13中の気泡抜きをする。次に第7図e
に示すように、プレス17にて底面層モルタル1
3の上部から高圧で加圧する。上記のように高圧
のプレス17にて加圧成形した半製品のコンクリ
ートブロツクをラツクに収納して最低48時間養生
させて表面層モルタル12および底面層モルタル
13を硬化させ、最後に表面層モルタル12の表
面を研磨すると、装着部材埋設コンクリートブロ
ツクが完成する。 Next, as shown in FIG. 7d, the surface layer mortar 1
2 and the upper part of the mounting member 14, and then the vibration table 15 is vibrated back and forth and left and right by the vibration mechanism to allow the bottom layer mortar to penetrate into every corner of the formwork 16, and to Air bubbles in the layered mortar 13 are removed. Next, Figure 7 e
As shown in FIG.
Apply high pressure from the top of step 3. As mentioned above, the semi-finished concrete block that has been pressure-formed using the high-pressure press 17 is easily stored and cured for at least 48 hours to harden the surface layer mortar 12 and the bottom layer mortar 13, and finally the surface layer mortar 12 After polishing the surface, the embedded concrete block for the mounting member is completed.
上記表面層モルタル12としては、大理石等の
石材チツプと炭酸カルシウムと白色セメント等の
各種セメントとからなるモルタルを用い、底面層
モルタル13としては川砂と豆砂利と普通セメン
トとからなる普通モルタルを用いる。表面層モル
タル12および底面層モルタル13は、通常の建
築工事等において用いるモルタルにより水分を少
なくしていることと、装着部材14のコイル部1
4bは密に形成されていることから、装着部材1
4の上から底面層モルタルを打設し振動を加え、
さらにプレス17で加圧しても、装着部材14の
コイル部14bの内部空隙14cには表面層モル
タル12および底面層モルタル13は浸入するこ
とはない。従つて、硬化後のコンクリートブロツ
ク11から、コイル部14bの先端を引張ると、
コイル部14bが外部にスムーズに伸びる。 As the surface layer mortar 12, a mortar made of stone chips such as marble, calcium carbonate, and various cements such as white cement is used, and as the bottom layer mortar 13, an ordinary mortar made of river sand, pea gravel, and ordinary cement is used. . The surface layer mortar 12 and the bottom layer mortar 13 are made of mortar used in ordinary construction work, etc. to reduce moisture content, and the coil portion 1 of the mounting member 14 is
4b is densely formed, so the mounting member 1
Place the bottom layer mortar on top of 4 and apply vibration.
Furthermore, even if pressurized by the press 17, the surface layer mortar 12 and the bottom layer mortar 13 will not enter the internal gap 14c of the coil portion 14b of the mounting member 14. Therefore, when the tip of the coil portion 14b is pulled from the concrete block 11 after hardening,
The coil portion 14b extends smoothly to the outside.
装着部材14の形状としては各種のものが考え
られ、その一例を第8図a〜cに示す。同図aの
装着部材14は、一端がくの字状に屈曲された屈
曲部14aを有し、他端にコイル部14bが形成
されたものであり、同図cのそれはコンクリート
ブロツクの一辺と同寸法の棒材の両端にコイル部
14bを形成した構造の装着部材14である。ま
た、同図cに示す装着部材14は、装着部材14
の外周面に複数の突起部14dを設け、該突起部
14dにより装着部材14がコンクリートブロツ
クから抜け出ないようにした構造のものである。 Various shapes can be considered for the mounting member 14, examples of which are shown in FIGS. 8a to 8c. The mounting member 14 shown in figure a has a bent part 14a bent in a dogleg shape at one end, and a coil part 14b is formed at the other end, and the part shown in figure c has the same shape as one side of the concrete block. The mounting member 14 has a structure in which coil portions 14b are formed at both ends of a bar of the same size. In addition, the mounting member 14 shown in FIG.
A plurality of protrusions 14d are provided on the outer peripheral surface of the concrete block, and the mounting member 14 is prevented from slipping out from the concrete block by the protrusions 14d.
上記第8図a〜cに示す装着部材を埋設したコ
ンクリートブロツクの一例を第9図a〜cに示
す。図示するように、コンクリートブロツクの両
側端にコイル部14bの先端が位置するように、
複数個の装着部材14を埋設する。 An example of a concrete block in which the mounting members shown in FIGS. 8a to 8c are embedded is shown in FIGS. 9a to 9c. As shown in the figure, the tips of the coil portions 14b are positioned at both ends of the concrete block.
A plurality of mounting members 14 are buried.
第9図a〜cに示すような装着部材埋設コンク
リートブロツクを工場で製造し、建設現場等の工
事現場に運搬し、該現場で、コイル部4bの端部
を引出して、コンクリートブロツクを壁の固定部
材に装着するようにすれば、従来のようにコンク
リートブロツクの側端部にドリル等で穴をあけ、
該穴に装着部材を挿入し、コンクリートブロツク
ボンド等の接着剤でかためるという困難な作業が
省略できる。 A concrete block with a mounting member buried therein as shown in FIGS. 9a to 9c is manufactured in a factory and transported to a construction site, etc. At the site, the end of the coil portion 4b is pulled out and the concrete block is attached to the wall. If you attach it to a fixed member, you can drill a hole in the side end of the concrete block as in the conventional method.
The difficult work of inserting the mounting member into the hole and hardening it with an adhesive such as concrete block bond can be omitted.
以上説明したように、本発明によれば下記のよ
うな優れた効果が得られる。
As explained above, according to the present invention, the following excellent effects can be obtained.
装着部材埋設コンクリートブロツクは、装着
部材のコイル部先端がブロツク側端と略一致し
且つコイル部内が空洞になるように埋設してい
るので、コンクリートブロツクを壁面等に装着
する場合、装着部材のコイル部をコンクリート
ブロツクの外部に引き出すという簡単な作業で
装着部材の端部をコンクリートブロツク外部に
引き出し、壁面の所定の部材に係止させるだけ
で、コンクリートブロツクを壁面に容易に装着
できる。 The mounting member embedded concrete block is buried so that the tip of the coil part of the mounting member is approximately aligned with the side end of the block and the inside of the coil part is hollow, so when mounting the concrete block on a wall surface etc., the coil of the mounting member The concrete block can be easily mounted on a wall by simply pulling out the end of the mounting member to the outside of the concrete block and locking it to a predetermined member on the wall.
装着部材埋設コンクリートブロツクの製造方
法は、ブロツク型枠内にブロツク表面層となる
モルタルを打設した後、装着部材をそのコイル
部先端がブロツク型枠内面に接するように配置
し、その上からブロツク底面層となるモルタル
を打設し、しかる後プレスにて加圧成形して製
造するという通常のコンクリートブロツクの製
造工程と略同じ工程で、上記のように壁面への
装着作業の容易なコンクリートブロツクを製造
できる。 The manufacturing method for a concrete block with a mounting member embedded is that after pouring mortar, which will become the block surface layer, in the block formwork, the mounting member is placed so that the tip of its coil portion is in contact with the inner surface of the block formwork, and the block is then placed on top of the mortar. The manufacturing process is almost the same as that of normal concrete blocks, in which mortar is placed as the bottom layer, and then pressure-formed using a press. can be manufactured.
第1図、第2図は従来のコンクリートブロツク
の装着部材を取付けた状態を示す図、第3図、第
4図は本発明に係る装着部材埋設コンクリートブ
ロツクの一部を示す正面図および側面図、第5
図、第6図はその装着部材のコイルを外部に引出
した状態を示す図、第7図a〜eは装着部材埋設
コンクリートブロツクの製造工程を示す図、第8
図a〜cは装着部材の一例を示す図、第9図a〜
cは装着部材埋設コンクリートブロツクを示す図
である。
図中、11……装着部材埋設コンクリートブロ
ツク、12……表面層モルタル、13……底面層
モルタル、14……装着部材、15……振動台、
16……型枠、17……高圧プレス。
FIGS. 1 and 2 are views showing a conventional concrete block with a mounting member attached, and FIGS. 3 and 4 are a front view and a side view showing a part of a concrete block with a mounting member embedded according to the present invention. , 5th
Figures 6 and 6 are diagrams showing the state in which the coil of the mounting member is pulled out, Figures 7 a to e are diagrams showing the manufacturing process of the concrete block in which the mounting member is buried, and Figure 8 is a diagram showing the state in which the coil of the mounting member is pulled out.
Figures a to c are diagrams showing examples of attachment members, and Figures 9 a to
c is a diagram showing a concrete block in which the mounting member is embedded. In the figure, 11... Mounting member embedded concrete block, 12... Surface layer mortar, 13... Bottom layer mortar, 14... Mounting member, 15... Shaking table,
16...Formwork, 17...High pressure press.
Claims (1)
ク中に、少なくとも一端が線状で該線状部分を間
隔を密接させてコイル状に巻回したコイル部を有
する装着部材を、該コイル部の先端がブロツク側
端と略一致し、且つコイル部内が空洞になるよう
に埋設したことを特徴とする装着部材埋設コンク
リートブロツク。 2 ブロツク型枠内にブロツク表面層となるモル
タルを打設し、該モルタル上に少なくとも一端が
線状で該線状部分を間隔を密接させてコイル状に
巻回したコイル部を有する装着部材をそのコイル
部先端が前記ブロツク型枠内面に接するように配
置し、該装着部材の上からブロツク底面層となる
モルタルを打設し、しかる後プレスにて加圧成形
して製造することを特徴とする装着部材埋設コン
クリートブロツクの製造方法。[Scope of Claims] 1. A mounting member having a coil portion in which at least one end is linear and the linear portion is wound into a coil shape with close intervals is installed in a flat concrete block to be mounted on a wall surface, etc. 1. A concrete block with a mounting member buried therein, characterized in that the tip of the coil portion is buried so that it substantially coincides with the side end of the block, and the inside of the coil portion is hollow. 2. Cast mortar to serve as the block surface layer in the block formwork, and place a mounting member on the mortar having a coil portion with at least one end being linear and the linear portions being wound in a coil shape with close intervals. The tip of the coil portion is arranged so as to be in contact with the inner surface of the block form, and mortar that will become the bottom layer of the block is placed on top of the mounting member, and then pressure molded using a press. A method for manufacturing a buried concrete block with mounting parts.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP59108107A JPS60253643A (en) | 1984-05-28 | 1984-05-28 | Mount member embedded concrete block and its production |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP59108107A JPS60253643A (en) | 1984-05-28 | 1984-05-28 | Mount member embedded concrete block and its production |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS60253643A JPS60253643A (en) | 1985-12-14 |
| JPH0211701B2 true JPH0211701B2 (en) | 1990-03-15 |
Family
ID=14476061
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP59108107A Granted JPS60253643A (en) | 1984-05-28 | 1984-05-28 | Mount member embedded concrete block and its production |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS60253643A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH04244966A (en) * | 1991-01-31 | 1992-09-01 | Nissan Motor Co Ltd | Mounting structure of sensor for wheel revolution number for antiskid control |
| JPH0584502U (en) * | 1992-04-23 | 1993-11-16 | ダイハツ工業株式会社 | Front wheel bearing structure of rear-wheel drive vehicle |
-
1984
- 1984-05-28 JP JP59108107A patent/JPS60253643A/en active Granted
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH04244966A (en) * | 1991-01-31 | 1992-09-01 | Nissan Motor Co Ltd | Mounting structure of sensor for wheel revolution number for antiskid control |
| JPH0584502U (en) * | 1992-04-23 | 1993-11-16 | ダイハツ工業株式会社 | Front wheel bearing structure of rear-wheel drive vehicle |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS60253643A (en) | 1985-12-14 |
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