JPS5816424B2 - Flooring block method - Google Patents

Flooring block method

Info

Publication number
JPS5816424B2
JPS5816424B2 JP10240579A JP10240579A JPS5816424B2 JP S5816424 B2 JPS5816424 B2 JP S5816424B2 JP 10240579 A JP10240579 A JP 10240579A JP 10240579 A JP10240579 A JP 10240579A JP S5816424 B2 JPS5816424 B2 JP S5816424B2
Authority
JP
Japan
Prior art keywords
flooring
construction
mortar base
block
adhesive
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
Application number
JP10240579A
Other languages
Japanese (ja)
Other versions
JPS5628966A (en
Inventor
清見幸夫
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP10240579A priority Critical patent/JPS5816424B2/en
Publication of JPS5628966A publication Critical patent/JPS5628966A/en
Publication of JPS5816424B2 publication Critical patent/JPS5816424B2/en
Expired legal-status Critical Current

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  • Floor Finish (AREA)

Description

【発明の詳細な説明】 本発明は、例えば、学校の教室や廊下、体育館。[Detailed description of the invention] The present invention can be applied, for example, to school classrooms, hallways, and gymnasiums.

或いは、各種の遊技場や集会所の床、更には、応接間な
どのように、比較的運動量が激しい関係から、強度・弾
力性・平滑性・耐久性などについての要求度が高い床を
構成する際に適用される工法で、詳しくは、コンクリー
トスラブ上に適当厚に形成したモルタル下地の上にフロ
ーリングブロックを敷き並べて固定するフローリングブ
ロック張り工法に関する。
Alternatively, the floors of various playgrounds, assembly halls, and even reception rooms require high levels of strength, elasticity, smoothness, durability, etc. due to the relatively intense physical activity. This is a construction method that is often applied, and specifically relates to a flooring block tensioning method in which flooring blocks are laid and fixed on a mortar base formed to an appropriate thickness on a concrete slab.

従来のこの種のフローリングブロック張り工法において
は、ぶな、なら、いたやかえで、あさだ、その他広葉樹
として樹種指定(日本農林規格)された木質製のフロー
リングブロックの下面にアングル状の足金具を突出固定
しておき、この足金具を、生のモルタル下地、つまり、
現場においてブロック張り技能者自身が調合し堅練りし
、かつ、素地造りしたモルタル下地にそれが未硬化のう
ちに直接埋込む、いわゆる、湿式1法により施工されて
いたが、このような従来工法による場合は、ブロック張
り技能者に要する手間が多大で重労働を強いるばかりで
なく、その技能者に高度な施工技術を要求し、加えて、
このような高度技術をもつ技能者の不足から施工能力、
施工速度にも自ずと限度があり、その結果、かかる床構
成はもとより建造物全体としての施工上、かなりな悪影
響を与えていた。
In this type of conventional flooring block installation method, angle-shaped foot fittings are protruded and fixed to the underside of wooden flooring blocks made of beech, nara, itaya maple, morning sunflower, and other hardwood species designated as broad-leaved trees (Japanese Agricultural Standards). Then, place this foot fitting on the raw mortar base, that is,
Previously, the block was installed using the so-called wet method, in which the block was mixed and kneaded by the technician himself on site, and then embedded directly into the uncured mortar base. In this case, not only does it require a lot of time and hard labor for the block-laying technician, but it also requires the technician to have advanced construction techniques.
Due to the shortage of highly skilled technicians, construction ability and
There is naturally a limit to the construction speed, and as a result, this has had a considerable negative impact on the construction of not only the floor structure but also the building as a whole.

殊に、学校のような公共建物において実施する場合は、
施工時期が集中するため、前述の技能者不足が種々の問
題を派生することになり、近年、増々需要増加の傾向に
あるこの種、工法にとっては憂慮すべき事柄である。
Especially when carried out in public buildings such as schools,
Because the construction periods are concentrated, the aforementioned shortage of skilled workers will lead to various problems, which is a cause for concern for this type of construction method, which has seen an increasing demand in recent years.

本発明は、かかる現状に鑑み、増大する需要に応えるべ
く従来工法から脱皮した画期的な工法の開発に鋭意研究
を重ね、低い施工技術のもとでも短期間で、しかも、堅
牢かつ高精度にフローリングブロックをモルタル下地に
固定することができるフローリングブロック張り工法を
提供せんとする点に目的を有する。
In view of the current situation, the present invention has been developed through intensive research into the development of an innovative construction method that departs from conventional construction methods in order to meet the increasing demand. The purpose of this invention is to provide a flooring block installation method that can fix flooring blocks to a mortar base.

本発明によるフローリングブロック張り工法は、コンク
リートスラブ上に形成したモルタル下地層が硬化または
略硬化したのちにおいて、このモルタル下地表面に接着
材を塗布してフローリングブロックを敷ぎ並べ、前記モ
ルタル下地に対しフローリングブロックを接着固定する
とともに、このフローリングブロック並びにその接着材
を貫通してモルタル下地内に釘を打込み、フローリング
ブロックを前記モルタル下地に圧着固定することを特徴
とする。
In the flooring block installation method according to the present invention, after a mortar base layer formed on a concrete slab has hardened or almost hardened, an adhesive is applied to the surface of the mortar base and flooring blocks are laid in order. The method is characterized in that the flooring block is adhesively fixed, a nail is driven into the mortar base through the flooring block and its adhesive, and the flooring block is crimped and fixed to the mortar base.

即ち、本発明工法は、モルタル下地の構成作業をコンク
リートスラブ施工業者に一任する形態とし、ブロック張
り技能者に対するそのための労働および技術を割愛する
ことができるから、換言すれば、ブロック張り施工に際
して、その技能者に依存する作業を、接着剤塗布、フロ
ーリングブロックの敷設、および、釘打ちきいったブロ
ック張り本来の作業のみに止めることができるとともに
、そのような作業をいわば乾式1法で行なえるようにな
したから、従来工法に比して施工能力を増大して建造物
全体としての工期を著しく短縮化できるのみならず、施
工技術の低級化を図れ、従来工法において多くの問題を
派生する要因であった技能者不足を解消できて、施工時
期の集中傾向にも十分に対処し得る。
In other words, the construction method of the present invention entrusts the construction work of the mortar base to the concrete slab construction contractor, thereby saving the labor and skills required for block-laying technicians.In other words, during block-laying construction, The work that depends on the skilled worker can be reduced to only the original work of applying the adhesive, laying the flooring blocks, and nailing the blocks, and such work can be done using the dry method. By doing this, we can not only increase the construction capacity and significantly shorten the construction period for the entire building compared to conventional construction methods, but also lower the level of construction technology, which eliminates many problems that arise with conventional construction methods. The shortage of skilled workers, which was a contributing factor, can be resolved, and the tendency for construction periods to be concentrated can be adequately addressed.

しかも、接着剤と釘との併用によりブロックをガタッキ
などの発生しないように堅牢に圧着固定することができ
、かつ、モルタル下地からの湿気による影響も少ないの
で床の膨れやそりなどの狂いも少なくなり、精度の良い
仕上がりを期待できるに至った。
Furthermore, by using adhesive and nails in combination, the blocks can be firmly crimped and fixed to prevent looseness, and there is less influence from moisture from the mortar base, so there is less chance of blistering, warping, or other irregularities in the floor. As a result, we can now expect a highly accurate finish.

以下本発明工法の実施例を図面に基づいて詳述すると、
先ず、コンクリートスラブ1上に厚味が約30%のモル
タル下地2を、表面の高低差の絶対値が長さ2m以内で
2%以内になるような水平精度のもとに仕上げて形成す
るとともに、下地表面のレイタンスは電気ポリラシャ−
やグラインダー等で除去し、かつ、油汚れ等は溶剤で拭
き取ったのち、その表面を完全清掃する。
Examples of the construction method of the present invention will be described in detail below based on the drawings.
First, a mortar base 2 with a thickness of about 30% is formed on a concrete slab 1 with a horizontal accuracy such that the absolute value of the difference in surface height is within 2% within 2 m in length. , the laitance of the underlying surface is electric polyurethane.
or a grinder, etc., and wipe off oil stains with a solvent, and then thoroughly clean the surface.

而して、前記モルタル下地2が含水率15%以下にまで
乾燥して、はぼ硬化した状態において、エポキシ系溶剤
型接着剤等のように接着力が大きく、耐水・耐油・耐熱
・耐老化・耐薬品性に勝れ。
When the mortar base 2 is dried to a water content of 15% or less and hardened, it has a high adhesive strength like an epoxy solvent-based adhesive, and is water resistant, oil resistant, heat resistant, and aging resistant.・Excellent chemical resistance.

た木材/セメントモルタル用耐水接着剤3をモルタル下
地2表面に約0.7kg/m3程度、均等にのばしつつ
塗布した上で、第3 たように、短辺が約60%長辺が約3 %の厚みを有し、下面には巾5%で深 溝6を2条形成したぶな等の広葉樹製 枚を、波釘にて相互に接合して1辺か 正方形に整形し、且つ、その中央部と 5ケ所に釘穴7を形成して成るフロー ツク4を第2図で示すように市松様に とともに、空気圧式のモルタル打用釘 して、前記釘穴7から、焼き入れ亜鉛 た長さが約29%の特殊鋼針5を打込 って、前記の接着剤3と脳天釘止めと のフローリングブロック4をモルタル に圧着固定するのである。
Apply water-resistant adhesive 3 for wood/cement mortar to the surface of the mortar base 2 at a rate of approximately 0.7 kg/m3, and spread it evenly on the surface of the mortar base 2. % thickness and two deep grooves 6 with a width of 5% on the lower surface are joined together with corrugated nails and shaped into one side or square, and the center Float 4 with nail holes 7 formed at five locations is inserted in a checkered pattern as shown in Fig. 2, and a pneumatic mortar nail is driven through the nail hole 7 to the length of hardened zinc. A special steel needle 5 having a hardness of about 29% is driven in to press and fix the flooring block 4 made of the adhesive 3 and the top nail to the mortar.

そして、圧釘穴7の表面側は、第1図で示すよう 打込んで埋め込み、施工後、約24時1 間を置くことで工事を完了するに至る・ 尚、前記のように、フローリンダブ 底面に凹溝6を形成しておくことによ。Then, the surface side of the pressure nail hole 7 is as shown in FIG. Drive in and embed, after construction, approximately 24:1 The construction work will be completed after some time. In addition, as mentioned above, Florin Dub By forming a groove 6 on the bottom surface.

ツク4自体のそりによる変形を十分に1 とともに、接着面積の玲功市こより一層、着固定が期待
できる利点がある。
It has the advantage that the deformation due to warping of the nail 4 itself can be sufficiently reduced by 1, and the bonding area can be expected to be even more secure.

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

図面は本発明に係るフローリンダブ1 工法の実施例を示し、第1図は要部の才 筆2図は要部の縦斜面図、第3図はフI The drawing shows a Florin tub 1 according to the present invention. An example of the construction method is shown, and Figure 1 shows the main parts. Figure 2 is a vertical slope view of the main part, and Figure 3 is a vertical slope view of the main part.

Claims (1)

【特許請求の範囲】[Claims] 1 コンクリートスラブ1上に形成したモルタル下地2
層が硬化または略硬化したのちにおいて、このモルタル
下地2表面に接着剤3を塗布してフローリングブロック
4・・・・・・を敷き並べ、前記モルタル下地2に対し
フローリングブロック4・・・・・・を接着固定すると
ともに、このフローリングブロック4・・・・・・並び
にその接着材3を貫通してモルタル下地2内に釘5・・
・・・・を打込み、フローリングブロック4・・・・・
・を前記モルタル下地2に圧着固定することを特徴とす
るフローリングブロック張り工法。
1 Mortar base 2 formed on concrete slab 1
After the layer is cured or almost cured, adhesive 3 is applied to the surface of this mortar base 2 and flooring blocks 4 are laid out, and the flooring blocks 4 are placed against the mortar base 2. At the same time, nails 5 are inserted into the mortar base 2 through the flooring block 4 and its adhesive 3.
Insert ..., flooring block 4...
- A flooring block tensioning method characterized by crimping and fixing to the mortar base 2.
JP10240579A 1979-08-10 1979-08-10 Flooring block method Expired JPS5816424B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10240579A JPS5816424B2 (en) 1979-08-10 1979-08-10 Flooring block method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10240579A JPS5816424B2 (en) 1979-08-10 1979-08-10 Flooring block method

Publications (2)

Publication Number Publication Date
JPS5628966A JPS5628966A (en) 1981-03-23
JPS5816424B2 true JPS5816424B2 (en) 1983-03-31

Family

ID=14326522

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10240579A Expired JPS5816424B2 (en) 1979-08-10 1979-08-10 Flooring block method

Country Status (1)

Country Link
JP (1) JPS5816424B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02125274U (en) * 1989-03-24 1990-10-16
JPH0527715Y2 (en) * 1988-08-11 1993-07-15

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5852233U (en) * 1981-10-01 1983-04-08 松下電工株式会社 Exterior wall material

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0527715Y2 (en) * 1988-08-11 1993-07-15
JPH02125274U (en) * 1989-03-24 1990-10-16

Also Published As

Publication number Publication date
JPS5628966A (en) 1981-03-23

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