JPH033013B2 - - Google Patents

Info

Publication number
JPH033013B2
JPH033013B2 JP16950587A JP16950587A JPH033013B2 JP H033013 B2 JPH033013 B2 JP H033013B2 JP 16950587 A JP16950587 A JP 16950587A JP 16950587 A JP16950587 A JP 16950587A JP H033013 B2 JPH033013 B2 JP H033013B2
Authority
JP
Japan
Prior art keywords
concrete
mortar
foundation
rug
grooves
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
JP16950587A
Other languages
Japanese (ja)
Other versions
JPS6414441A (en
Inventor
Tetsuo Ozaki
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 JP16950587A priority Critical patent/JPS6414441A/en
Publication of JPS6414441A publication Critical patent/JPS6414441A/en
Publication of JPH033013B2 publication Critical patent/JPH033013B2/ja
Granted legal-status Critical Current

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Description

【発明の詳細な説明】 〔産業上の利用分野〕 この発明は、コンクリート字溝、L字状側溝
等の敷設工法に関するものである。
[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to a construction method for constructing concrete-shaped ditches, L-shaped side ditches, etc.

〔従来の技術及び発明が解決しようとする問題点〕[Problems to be solved by conventional technology and invention]

従来此種コンクリート字溝等の敷設工法は、
先づ、コンクリートの基礎を打設し、それを硬化
せしめてその上面にモルタルを打設し、該モルタ
ルが硬化しない状態で前記コンクリート字溝を
該モルタル上に配置し、レベル等を調整し乍ら敷
設していた。斯くの如く、該モルタルの未硬化時
に為される調整は極めて手間を要し、相当時間を
費やしその調整操作が極めて困難である。従つ
て、簡単にレベル調整等の操作ができ、且つ迅速
に該コンクリート字溝等を敷設するために解決
せらるべき技術的問題点が生じてくるのである。
Conventionally, the method of laying this type of concrete trench, etc.
First, a concrete foundation is poured, and after it is hardened, mortar is poured on the top surface of the concrete foundation.The concrete groove is placed on top of the mortar while the mortar is not hardened, and the level etc. is adjusted. It was installed. As described above, the adjustment performed when the mortar is uncured is extremely laborious, takes a considerable amount of time, and is extremely difficult to perform. Therefore, a technical problem arises that needs to be solved in order to be able to perform operations such as level adjustment easily and to quickly lay the concrete trench.

〔問題点を解決するための手段〕 この発明は上記問題点に鑑み、之を解決せんと
して提案せられたものであり、コンクリート字
溝等の敷設工法に於て、コンクリートにて基礎を
打設し、この基礎の上面長手方向側に適宜の間隔
を有して二条の敷物を配設して接着せしめ、然る
後、該基礎上面ににモルタルを充填して前記敷物
の高さにならし、該モルタルが乾燥しない状態で
前記コンクリート字溝等を前記敷物の上面に載
置接合して該コンクリート字溝等を敷設するこ
とを特徴とするコンクリート字溝等の敷設工法
を提供せんとするものである。
[Means for Solving the Problems] This invention was proposed in view of the above-mentioned problems and as a solution to the above problems. Then, two rugs are arranged and glued at appropriate intervals on the upper surface of this foundation in the longitudinal direction, and then the upper surface of the foundation is filled with mortar and leveled to the height of the rugs. , to provide a method for laying concrete grooves, etc., characterized in that the concrete grooves, etc. are laid by placing and bonding the concrete grooves, etc. on the upper surface of the mat without the mortar drying. It is.

〔作用〕[Effect]

この発明は、予め打設せられたコンクリートの
基礎の上面に一定の高さ及び巾を有する敷物を長
手方向二条に所定間隔を有して接着する。然ると
きは、この敷物はコンクリート基礎の上面にて
夫々一定の高さを有することになる。そこで、該
コンクリート基礎の上面は予め一定のレベルを有
する如く打設せられるのであるから、この上面に
接着せられた二条の敷物の上面にコンクリート
字溝又はL字状側溝等を載置したときには必ず一
定のレベルを保有して載置せられる。そこで、前
記コンクリート基礎の上面に接着せられた二条の
敷物間にモルタルを充填し、そして、該モルタル
が硬化しない状態で該モルタルを前記敷物の高さ
にならし、然る後、該敷物の上面の接着剤の離形
体を剥離して、前記コンクリート字溝等を前記
敷物の上面に載置すれば、該コンクリート字溝
等は前記二条の敷物によく接着し、該敷物を押圧
し乍ら前記モルタル内に沈下し、更に該モルタル
の硬化にてコンクリート基礎上に強固に敷設され
るのである。従つて、該コンクリート字溝等は
コンクリート基礎上面に容易迅速に敷設できるの
でコストダウンにも寄与する。
In this invention, two rugs having a certain height and width are adhered to the upper surface of a pre-cast concrete foundation at a predetermined interval in the longitudinal direction. In such cases, the mats will each have a certain height above the concrete foundation. Therefore, since the upper surface of the concrete foundation is poured to have a certain level in advance, when a concrete groove or L-shaped gutter is placed on the upper surface of the two strips of carpet glued to this upper surface, It is always placed at a certain level. Therefore, mortar is filled between the two mats glued to the top surface of the concrete foundation, and the mortar is leveled to the height of the mat before it hardens. If the release body of the adhesive on the upper surface is peeled off and the concrete groove etc. is placed on the upper surface of the rug, the concrete groove etc. will adhere well to the two rugs and will not press the rug. It sinks into the mortar, and as the mortar hardens, it is firmly laid on the concrete foundation. Therefore, the concrete trench etc. can be laid easily and quickly on the upper surface of the concrete foundation, which also contributes to cost reduction.

〔実施例〕〔Example〕

以下、この発明の一実施例を別紙添付図面に従
つて説明する。第1図はコンクリート基礎の上面
にコンクリート字溝を敷設する状態を示す一部
切欠斜面図である。第2図Aは本工法に使用する
敷物の一部切断斜面図であり、同図Bは同図Aの
−線断面図である。第1図に於て、コンクリ
ートにて基礎1を打設する。そして、この基礎1
上面は、コンクリート字溝2を敷設するために
予め水平に形成せられる。又、第2図に敷物3を
示す。この敷物3は一定の高さと巾を有し、概し
て断面方形に形成される長尺物であるを可とする
が、之に限定せられるべきではない。更に、この
敷物3の上下面に粘着テープ3a,3aを接着し
てあり、そして、その外側面には夫々離型体3
b,3bを貼着してある。即ち、この離型体3
b,3bは容易に該粘着テープ3a,3aより剥
離でき、そして、剥離後は前記粘着テープ3a,
3aにて他物に容易に接着できることは当然であ
る。而も、この敷物3は硬質で且つ、弾力性ある
物質で構成するを可とする。又、第3図はコンク
リートL字型側溝4を示すものであるが、本発明
は、前記コンクリート字溝2の外、該コンクリ
ートL字型側溝4及びその他のものにも実施でき
るものである。
An embodiment of the present invention will be described below with reference to the accompanying drawings. Figure 1 is a partially cutaway slope view showing the state in which a concrete trench is laid on the top surface of a concrete foundation. FIG. 2A is a partially cutaway slope view of the rug used in this construction method, and FIG. 2B is a sectional view taken along the line -A in FIG. In Figure 1, foundation 1 is poured with concrete. And this basic 1
The upper surface is previously formed horizontally for laying the concrete trench 2. Moreover, the rug 3 is shown in FIG. This rug 3 may be a long article having a certain height and width and generally having a rectangular cross section, but is not limited thereto. Furthermore, adhesive tapes 3a, 3a are adhered to the upper and lower surfaces of this rug 3, and release bodies 3 are attached to the outer surfaces of the rug 3, respectively.
b and 3b are attached. That is, this mold release body 3
b, 3b can be easily peeled off from the adhesive tapes 3a, 3a, and after peeling off, the adhesive tapes 3a,
It goes without saying that 3a can be easily adhered to other objects. However, this rug 3 may be made of a hard and elastic material. Further, although FIG. 3 shows a concrete L-shaped side gutter 4, the present invention can be applied to the concrete L-shaped side gutter 4 and others in addition to the concrete gutter 2.

而して、前述せる通り、コンクリートにて基礎
1が打設されてその上面が水平に形成されて硬化
された後、この基礎1の長手方向に一定の間隔を
隔てて二条の敷物3,3を接着する。即ち、該敷
物3,3の一側面の離型体3bを剥離してコンク
リート基礎1の上面に夫々接着せしめる。そし
て、この二条の敷物3,3間にモルタル5を充填
する。その後、該モルタル5は前記敷物3,3の
高さにならされる。そして、該敷物3,3の上面
の離型体3bが剥離せられ、その上面にコンクリ
ート字溝2等が載置せられる。このとき、該コ
ンクリート字溝2等はその底面長手方向両側部
が前記の敷物3,3上に載置されるので、殆どレ
ベルの調整等を要せずして整然と配置せられ、該
敷物3,3上面の粘着テープ3a,3aにて前記
コンクリート字溝2等はよく接着せられ、且
つ、前記モルタル5の硬化にてコンクリート基礎
1に対して強固に結合せられ、該コンクリート
字溝2等の敷設工法が極めて迅速且つ、容易確実
に施工せられることができるのである。
As mentioned above, after the foundation 1 is poured with concrete and its upper surface is made horizontal and hardened, two strips of mats 3, 3 are placed at a constant interval in the longitudinal direction of this foundation 1. Glue. That is, the mold release bodies 3b on one side of the mats 3, 3 are peeled off and adhered to the upper surface of the concrete foundation 1, respectively. Then, mortar 5 is filled between the two mats 3, 3. Thereafter, the mortar 5 is leveled to the height of the mats 3, 3. Then, the mold release bodies 3b on the upper surfaces of the mats 3, 3 are peeled off, and the concrete grooves 2, etc. are placed on the upper surfaces. At this time, since both sides of the bottom of the concrete groove 2 in the longitudinal direction are placed on the mats 3, 3, the concrete grooves 2, etc. are placed neatly with almost no need for level adjustment, and the mats 3 , 3, the concrete grooves 2, etc. are well bonded with the adhesive tapes 3a, 3a on the top surface, and are firmly connected to the concrete foundation 1 by the hardening of the mortar 5, and the concrete grooves 2, etc. This construction method can be carried out extremely quickly, easily and reliably.

〔発明の効果〕〔Effect of the invention〕

この発明は上記一実施例にて詳述せる如く、予
め上面を水平に形成されたコンクリート基礎の上
面長手方向に一定の間隔を隔てて二条の敷物が接
着されるので、この間にモルタルは充填され、更
に前記敷物の高さにならされて平滑にして前記敷
物上面の離型体を剥離して粘着性テープ面を露出
せしめ、この上面にコンクリート字溝等が載置
されるのであるから、前記二条の敷物によつて長
手方向両側部を支承された該コンクリート字溝
等は、一様にモルタルを押圧して少々沈下し、該
モルタルの硬化にてコンクリート基礎と一体的に
結合し、該コンクリート字溝等を極めて容易迅
速且つ、確実に敷設でき、作業性の向上並びにコ
ストダウンにも寄与することができる等、正に諸
種の著大なる効果を奏する発明である。
As described in detail in the above-mentioned embodiment, in this invention, two strips of carpet are glued at a constant interval in the longitudinal direction of the top surface of a concrete foundation whose top surface is formed horizontally in advance, so mortar is filled between them. Furthermore, the height of the rug is leveled and smoothed, and the release body on the top surface of the rug is peeled off to expose the adhesive tape surface, and the concrete groove etc. are placed on this top surface. The concrete grooves, etc., which are supported on both sides in the longitudinal direction by two strips of carpet, sink slightly by pressing the mortar uniformly, and when the mortar hardens, they are integrally connected to the concrete foundation, and the concrete It is an invention that brings about various great effects, such as being able to lay grooves extremely easily, quickly and reliably, contributing to improved workability and cost reduction.

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

図は本発明の一実施例を示し、第1図はコンク
リート基礎の上面にコンクリート字溝を載置し
た状態を示す一部切欠斜面図、第2図Aは敷物の
一部切断斜面図、同図Bは同図Aの−線断面
図、第3図はコンクリートL字形側溝の斜面図で
ある。 符号説明、1……コンクリート基礎、2……コ
ンクリート字溝、3……敷物、4……コンクリ
ートL字型側溝、5……モルタル。
The figures show one embodiment of the present invention; Fig. 1 is a partially cutaway slope view showing a concrete groove placed on the top surface of a concrete foundation; Fig. 2A is a partially cutaway slope view of a rug; Figure B is a sectional view taken along the line A in Figure A, and Figure 3 is a slope view of a concrete L-shaped side gutter. Explanation of symbols, 1... Concrete foundation, 2... Concrete gutter, 3... Rug, 4... Concrete L-shaped gutter, 5... Mortar.

Claims (1)

【特許請求の範囲】[Claims] 1 コンクリート字溝等の敷設工法に於て、コ
ンクリートにて基礎を打設し、この基礎の上面長
手方向両側に適宜の間隔を有して二条の敷物を配
設して接着せしめ、然る後、該基礎上面にモルタ
ルを充填して前記敷物の高さにならし、該モルタ
ルが乾燥しない状態で前記コンクリート字溝等
を前記敷物の上面に載置接合して該コンクリート
字溝等を敷設することを特徴とするコンクリー
ト字溝等の敷設工法。
1. In the method of laying concrete trenches, etc., a foundation is poured in concrete, two strips of matting are placed and glued at an appropriate distance on both sides of the top surface of the foundation in the longitudinal direction, and then , Fill the upper surface of the foundation with mortar and level it to the height of the rug, and while the mortar does not dry, place and join the concrete groove, etc. on the upper surface of the rug, and lay the concrete groove, etc. A construction method for laying concrete grooves, etc., characterized by the following.
JP16950587A 1987-07-07 1987-07-07 Method of laying construction of concrete u-shaped ditch, etc. Granted JPS6414441A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16950587A JPS6414441A (en) 1987-07-07 1987-07-07 Method of laying construction of concrete u-shaped ditch, etc.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16950587A JPS6414441A (en) 1987-07-07 1987-07-07 Method of laying construction of concrete u-shaped ditch, etc.

Publications (2)

Publication Number Publication Date
JPS6414441A JPS6414441A (en) 1989-01-18
JPH033013B2 true JPH033013B2 (en) 1991-01-17

Family

ID=15887756

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16950587A Granted JPS6414441A (en) 1987-07-07 1987-07-07 Method of laying construction of concrete u-shaped ditch, etc.

Country Status (1)

Country Link
JP (1) JPS6414441A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0434143A (en) * 1990-05-30 1992-02-05 Masami Nyuraiin Spacer for civil work

Also Published As

Publication number Publication date
JPS6414441A (en) 1989-01-18

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