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JPH0241623B2 - - Google Patents
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JPH0241623B2 - - Google Patents

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Publication number
JPH0241623B2
JPH0241623B2 JP59201055A JP20105584A JPH0241623B2 JP H0241623 B2 JPH0241623 B2 JP H0241623B2 JP 59201055 A JP59201055 A JP 59201055A JP 20105584 A JP20105584 A JP 20105584A JP H0241623 B2 JPH0241623 B2 JP H0241623B2
Authority
JP
Japan
Prior art keywords
concrete
foundation
foundation concrete
wooden frame
wooden
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
Application number
JP59201055A
Other languages
Japanese (ja)
Other versions
JPS6178957A (en
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 filed Critical
Priority to JP20105584A priority Critical patent/JPS6178957A/en
Publication of JPS6178957A publication Critical patent/JPS6178957A/en
Publication of JPH0241623B2 publication Critical patent/JPH0241623B2/ja
Granted legal-status Critical Current

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  • Foundations (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)

Description

【発明の詳細な説明】 〔発明の目的〕 (産業上の利用分野) 本発明は建築用基礎コンクリート形成方法に関
するもので、特に鉄骨構造及び木造構造の住宅及
び商店用基礎コンクリートに利用されるものであ
る。
[Detailed Description of the Invention] [Object of the Invention] (Industrial Field of Application) The present invention relates to a method for forming foundation concrete for construction, and is particularly applicable to foundation concrete for houses and shops with steel and wooden structures. It is.

(従来の技術) 本発明は建築用基礎コンクリート形成方法に関
する。
(Prior Art) The present invention relates to a method for forming foundation concrete for construction.

従来、この種工法としては、第1図に示す様な
家屋建築用の基礎コンクリートを形成するため
に、第2図示の様な工法が一般的に多用されてい
る。
Conventionally, as this type of construction method, a construction method as shown in FIG. 2 has been commonly used to form foundation concrete for building a house as shown in FIG.

即ち第2図は第1図の基礎コンクリートの形成
時、その長手方向に対し直角方向に切断した横断
面を示し、11は基礎コンクリートを設置する部
位の土、12はその部分に穿設した溝、13は砂
利を適度に含んだ基礎コンクリートで、地面14
より若干低い位置まで適当な厚さで埋設される。
15は左右一対の木枠で、前述の基礎コンクリー
ト13が乾燥して凝固した後でその表面に所定の
間隔を隔てて垂直方向に起立載置する。
That is, Fig. 2 shows a cross section cut perpendicular to the longitudinal direction of the foundation concrete shown in Fig. 1 when it is formed, where 11 is the soil in the area where the foundation concrete is to be installed, and 12 is the groove drilled in that area. , 13 is a foundation concrete containing a moderate amount of gravel, and the ground 14
It is buried at an appropriate thickness to a slightly lower position.
Reference numeral 15 denotes a pair of left and right wooden frames, which are vertically placed on the surface of the foundation concrete 13 at a predetermined interval after it has dried and solidified.

16は前記木枠15が倒れない様に又木枠15
の下方間隔が徒らに拡開しない様に溝14と木枠
15間に介在せしめた支持部材、17は木枠15
の上方間隔を所定の寸法に保持する保持部材で、
木枠15の長手方向の適所に於て、木枠15の上
面に嵌合せしめて両者を連結固定する。以上の如
き前(準備)工程を経て、木枠15の上方開口部
から土台コンクリート18を所望の高さまで注
ぐ。それから土台コンクリート18の乾燥凝固す
る迄時間経過後、木枠15、支持部材16及び保
持部材17を夫々外し、溝12、基礎コンクリー
ト13及び土台コンクリート18間に残存する空
所内に土を埋めて、第1図の如き家屋建築用の基
礎コンクリートを形成する。
16 is a wooden frame 15 to prevent the wooden frame 15 from falling down.
A support member 17 is interposed between the groove 14 and the wooden frame 15 to prevent the downward distance from expanding unnecessarily.
A holding member that maintains the upper interval at a predetermined dimension,
It is fitted onto the upper surface of the wooden frame 15 at a proper position in the longitudinal direction of the wooden frame 15 to connect and fix the two. After the preliminary (preparation) process described above, the foundation concrete 18 is poured from the upper opening of the wooden frame 15 to a desired height. Then, after a period of time has elapsed until the foundation concrete 18 has dried and solidified, the wooden frame 15, the support member 16, and the holding member 17 are each removed, and the spaces remaining between the groove 12, the foundation concrete 13, and the foundation concrete 18 are filled with soil. A foundation concrete for building a house as shown in Figure 1 is formed.

(発明が解決しようとする問題点) 然し乍ら、斯有る工法によると、基礎コンクリ
ート13と土台コンクリート18とは相当時間ず
らして夫々別々に注入され、特に基礎コンクリー
ト13の上面が乾燥凝固してからした木枠15が
載置できないので、必然的に土台コンクリート1
8の注入タイミングが決定され、基礎コンクリー
ト13と土台コンクリート18間には境界層19
が介在し、その為両コンクリート13と18の一
体化が阻害され、殊に土台コンクリート18に横
方向の大なる荷重が作用すると、甚だしい場合に
は両者の位置がずれ、上部の建築構造物にも重大
な悪影響を与える虞れがある。
(Problem to be Solved by the Invention) However, according to the existing construction method, the foundation concrete 13 and the foundation concrete 18 are poured separately at a considerable time lag, and in particular, after the upper surface of the foundation concrete 13 has dried and solidified. Since the wooden frame 15 cannot be placed, the base concrete 1
8 is determined, and a boundary layer 19 is formed between the foundation concrete 13 and the foundation concrete 18.
intervening, which impedes the integration of the two concretes 13 and 18, and in extreme cases, if a large lateral load is applied to the foundation concrete 18, the positions of the two may shift, causing damage to the building structure above. There is also a risk of serious adverse effects.

そこで本発明に於いては、前述の従来技術の欠
点を解消するため、従来の基礎コンクリートと土
台コンクリートの形成タイミングを同時化して、
両者を一体形成することをその課題とするもので
ある。
Therefore, in the present invention, in order to eliminate the drawbacks of the above-mentioned conventional technology, the conventional foundation concrete and foundation concrete are formed at the same time,
The challenge is to integrate both.

〔発明の構成〕[Structure of the invention]

(問題点を解決するための手段) その技術的解決手段は、まず地面に設けた溝内
に基礎材を敷き、その上に左右一対のコンクリー
トブロツク及びレールを夫々載置し、レールには
H型支持部材の下部凹所を、又その上部凹所には
木枠を夫々係合させ、両木枠を所定間隔に保持部
材で保持連結し、その木枠上方開口部からコンク
リートミルクを注入することにある。
(Means for solving the problem) The technical solution is to first lay a foundation material in a groove made in the ground, place a pair of left and right concrete blocks and rails on top of it, and place a pair of left and right concrete blocks and rails on top of it. A wooden frame is engaged with the lower recess of the mold support member and the upper recess thereof, and both wooden frames are held and connected at a predetermined interval by a holding member, and concrete milk is poured from the upper opening of the wooden frame. There is a particular thing.

(作用) その作用としては基礎材及びコンクリートブロ
ツクをコンクリートミルクで一体的に包含して基
礎コンクリートを、何等境界層・分離層を介在す
ることなく一体的に形成する。
(Function) The function is to integrally contain the foundation material and concrete block with concrete milk to form foundation concrete integrally without any intervening boundary layer or separation layer.

〔発明の効果〕〔Effect of the invention〕

砂利等の基礎材上に予めブロツクを介して載置
された左右一対のレール(軸条)を基礎として、
その上にH型の支持部材を介して木枠が係合位置
決めされるので、木枠の垂直度・長手方向への直
線度及び両木枠間の平行度は何れも確実に保証さ
れ、然もコンクリートミルクの注入工程は一回で
すむため、工事期間の短縮と工費低減効果を奏
し、レール及び支持部材は共に一回の使用のみな
らず、コンクリート凝固後取外して再三の使用が
可能で、好ましくは離型剤の塗布により一段と型
離れがよく成り、使用頻度も向上する。
Based on a pair of left and right rails (shafts) placed in advance on a foundation material such as gravel via blocks,
Since the wooden frame is engaged and positioned on top of the H-shaped support member, the verticality of the wooden frame, the straightness in the longitudinal direction, and the parallelism between both wooden frames are reliably guaranteed. Since the concrete milk injection process only needs to be done once, it has the effect of shortening the construction period and reducing construction costs.Both the rails and supporting members can not only be used once, but can be removed after the concrete has solidified and used repeatedly. Preferably, by applying a mold release agent, release from the mold becomes even better, and the frequency of use increases.

又、従来技術工法による基礎コンクリートと土
台コンクリートの分離・位置ずれを解消するため
に、本発明のレール及び支持部材を省略してコン
クリートブロツク上にダイレクトに木枠を載置す
る工法も考えられるが、各ブロツク間の水平を正
しく位置決めしたり、木材間の横方向間隔を特に
その下端部で整えなくてはならず、正確性及び工
数に難点がある。
In addition, in order to eliminate the separation and misalignment of foundation concrete and foundation concrete caused by conventional construction methods, a construction method in which the rails and supporting members of the present invention are omitted and the wooden frame is placed directly on the concrete block may be considered. However, it is necessary to correctly horizontally position each block and to adjust the lateral spacing between pieces of wood, especially at their lower ends, which poses difficulties in accuracy and man-hours.

〔実施例〕〔Example〕

以下図面に従い本発明の一実施例を説明する。
21は基礎コンクリートを設置する部位の土、2
2はその部分に穿設した溝、23はぐり石・砕石
又は砂利等の基礎材で、前記溝22の底面上にそ
の上面が水平となる様に適宜積み上けるか敷く。
24及び25は左・右一対のコンクリートブロツ
クで、後工程で定まる基礎コンクリートの巾に応
じて横方向に所定間隔離して且つ長手方向には例
えば1m程度の距離を置いて、前記基礎材上に載
置する。26及び27は各ブロツク24及び25
を長手方向に跨いでその上に左・右平行に載置し
たレールで、本実施例では角型鋼管を例示してい
るが、鋼管に限らず他の金属、樹脂及びセラミツ
ク等でもよく、又中実のものでもよい。28及び
29は横断面H型の支持部材で、本実施例ではH
型鋼を適当な長さに寸断したものを使用している
が、アルミ合金、樹脂及びセラミツク等の成形品
でも使用が可能であり、H型支持部材の下部凹溝
を、前記レールの上方部に嵌合させ、長手方向に
は前記ブロツク24及び25と同数でもよく、又
別に少なくても多くても後述する木枠の支持が可
能な程度設置すればよい。
An embodiment of the present invention will be described below with reference to the drawings.
21 is the soil where the foundation concrete will be installed, 2
Reference numeral 2 denotes a groove drilled in that area, and 23 a base material such as crushed stone, crushed stone, or gravel, which is appropriately piled up or laid on the bottom surface of the groove 22 so that its upper surface is horizontal.
Reference numerals 24 and 25 denote a pair of left and right concrete blocks, which are placed on the foundation material at a predetermined distance apart in the lateral direction according to the width of the foundation concrete determined in a subsequent process, and at a distance of, for example, about 1 m in the longitudinal direction. Place it. 26 and 27 are the respective blocks 24 and 25
A square steel pipe is used as an example in this example, but other metals, resins, ceramics, etc. may be used instead of steel pipes. It may be solid. Reference numerals 28 and 29 are supporting members having an H-shaped cross section;
Although molded steel cut into appropriate lengths is used, molded products of aluminum alloy, resin, ceramic, etc. can also be used. The number of blocks 24 and 25 may be the same as those of the blocks 24 and 25 in the longitudinal direction, or may be provided as few or as many as necessary to support a wooden frame, which will be described later.

更に支持部材28及び29の上部凹溝内にその
上方開口部から大部分は板状でその下方がL形を
呈する様に巾木を釘付けした木枠30及び31の
下方L形部を嵌合させ、略水平に且つ左・右平行
に起立載置させる。32は左・右の木枠30及び
31の横方向の内部空間巾即ち基礎コンクリート
の巾を保持する為、その上縁間に跨がつて嵌合連
結せしめた保持部材で、これも長手方向に適当数
配置する。
Furthermore, the lower L-shaped portions of wooden frames 30 and 31 to which baseboards are nailed are fitted into the upper grooves of the support members 28 and 29 from their upper openings so that the lower part of the wooden frames 30 and 31 are mostly plate-shaped and have an L-shaped bottom. and place it upright approximately horizontally and parallel to the left and right sides. Reference numeral 32 denotes a holding member which is fitted and connected between the upper edges of the left and right wooden frames 30 and 31 in order to hold the width of the internal space in the lateral direction, that is, the width of the foundation concrete. Place an appropriate number.

扨、上述の様にして枠組み工程完了後、木枠3
0及び31の上部開口部からコンクリートミルク
を注入する。該ミルクは基礎材23間の間隙内に
も流入してこれらを包含し、木枠30及び31内
の空間内の所定高さに達する迄供給される。
After the framework process is completed as described above, the wooden frame 3
Pour concrete milk through the upper openings at 0 and 31. The milk also flows into and encloses the gaps between the base materials 23 and is supplied until it reaches a predetermined height in the spaces within the wooden frames 30 and 31.

更にはブロツク24及び25と溝22との空間
内には別途外方からミルクを注いで先の基礎材2
3間に流入したミルクと接合せしめて内外を連結
し、一層強固なものとする。
Furthermore, milk is poured separately from the outside into the space between the blocks 24 and 25 and the groove 22, and the base material 2 is poured into the space between the blocks 24 and 25 and the groove 22.
The inside and outside are connected by bonding with the milk that has flowed between the 3 holes, making it even stronger.

注入工程終了後、基礎コンクリート33の乾燥
凝固するのを待つて、先ず保持部材32を取り外
し、次いで木枠30及び31を、更に支持部材2
8及び29を、レール26及び27を夫々取り外
す。コンクリートブロツク24及び25はそのま
ま残して基礎コンクリート33と一体化して基礎
コンクリート33の一部として供する。
After the pouring process is completed, wait for the foundation concrete 33 to dry and solidify, first remove the holding member 32, then remove the wooden frames 30 and 31, and then remove the supporting member 2.
8 and 29, and rails 26 and 27, respectively. The concrete blocks 24 and 25 are left as they are, integrated with the foundation concrete 33, and served as a part of the foundation concrete 33.

レール26,27及び支持部材28,29は、
コンクリート33の乾燥凝固後、前述の様に取外
した後は、再三にわたつて再使用が可能で極めて
経済的である。
The rails 26, 27 and the support members 28, 29 are
After drying and solidifying the concrete 33 and removing it as described above, it can be reused many times and is extremely economical.

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

第1図は従来工法を示す横断面図、第2図は第
1図の工法で形成した基礎コンクリート全体を示
す外観斜視図、第3図は本発明工法の一実施例を
示す斜視図、第4図は第3図の矢視A−A線断面
端面図である。 22……溝、23……基礎材、24,25……
コンクリートブロツク、26,27……レール、
28,29……支持部材、30,31……木枠、
32……保持部材、33……基礎コンクリート。
Fig. 1 is a cross-sectional view showing the conventional method, Fig. 2 is an external perspective view showing the entire foundation concrete formed by the method shown in Fig. 1, and Fig. 3 is a perspective view showing an embodiment of the method of the present invention. FIG. 4 is a cross-sectional end view taken along the line A--A in FIG. 3. 22... Groove, 23... Foundation material, 24, 25...
Concrete block, 26, 27...rail,
28, 29... Support member, 30, 31... Wooden frame,
32...Holding member, 33...Foundation concrete.

Claims (1)

【特許請求の範囲】[Claims] 1 地面に穿設した溝の底部にその上面が略水平
となる様にぐり石・砕石又は砂利等の基礎材を敷
き、前記上面に、溝横手方向に所定間隔を隔てて
溝長手方向に左右一対の適数個のコンクリートブ
ロツクを載置し、次いで前記各ブロツクの上面溝
長手方向に相当長さのレールを載置し、更に各レ
ールの上面には、横断面H型を呈する支持部材の
下部凹部を、その上部凹部には各木枠の下端部を
夫々係合させ、左右の木枠間隔を一定寸法に保持
する保持部材で各木枠を連結し、その後に木枠上
方開口部からコンクリートミルクを注入して、コ
ンクリートブロツク及び基礎材を一体的に包含し
て基礎コンクリートを形成する建築用基礎コンク
リートの形成方法。
1. At the bottom of a trench drilled in the ground, a foundation material such as stone, crushed stone, or gravel is laid so that the top surface is approximately horizontal, and on the top surface, the foundation material is placed on the left and right in the longitudinal direction of the trench at a predetermined interval in the lateral direction of the trench. A pair of appropriate number of concrete blocks are placed, then a rail of a considerable length is placed in the longitudinal direction of the groove on the top surface of each block, and a support member having an H-shaped cross section is placed on the top surface of each rail. The lower end of each wooden frame is engaged with the lower recessed part and the lower end of each wooden frame is engaged with the upper recessed part, and each wooden frame is connected with a holding member that maintains the interval between the left and right wooden frames at a constant dimension, and then the wooden frames are opened from the upper opening. A method for forming foundation concrete for construction, which includes injecting concrete milk to integrally contain concrete blocks and foundation materials to form foundation concrete.
JP20105584A 1984-09-25 1984-09-25 Formation of foundation concrete for building Granted JPS6178957A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP20105584A JPS6178957A (en) 1984-09-25 1984-09-25 Formation of foundation concrete for building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP20105584A JPS6178957A (en) 1984-09-25 1984-09-25 Formation of foundation concrete for building

Publications (2)

Publication Number Publication Date
JPS6178957A JPS6178957A (en) 1986-04-22
JPH0241623B2 true JPH0241623B2 (en) 1990-09-18

Family

ID=16434644

Family Applications (1)

Application Number Title Priority Date Filing Date
JP20105584A Granted JPS6178957A (en) 1984-09-25 1984-09-25 Formation of foundation concrete for building

Country Status (1)

Country Link
JP (1) JPS6178957A (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04113167U (en) * 1991-03-11 1992-10-02 株式会社日本製鋼所 automatic welding equipment
JP6910101B1 (en) * 2020-05-29 2021-07-28 株式会社高長建設 Formwork equipment for concrete structures and formwork methods for concrete structures

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS53156342U (en) * 1977-05-14 1978-12-08

Also Published As

Publication number Publication date
JPS6178957A (en) 1986-04-22

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