JP3027589U - Wooden building connection foundation block - Google Patents

Wooden building connection foundation block

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Publication number
JP3027589U
JP3027589U JP1995013464U JP1346495U JP3027589U JP 3027589 U JP3027589 U JP 3027589U JP 1995013464 U JP1995013464 U JP 1995013464U JP 1346495 U JP1346495 U JP 1346495U JP 3027589 U JP3027589 U JP 3027589U
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JP
Japan
Prior art keywords
block
concrete
foundation
wooden building
blocks
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
JP1995013464U
Other languages
Japanese (ja)
Inventor
功 湊
Original Assignee
功 湊
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.)
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Priority to JP1995013464U priority Critical patent/JP3027589U/en
Application granted granted Critical
Publication of JP3027589U publication Critical patent/JP3027589U/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

(57)【要約】 【目的】木造建築物の土台敷設のためのコンクリート基
礎工事の工数を削減し簡略することを目的とする。 【構成】ベースコンクリートと立上コンクリートを一体
とし、長手方向に分割したブロックを予め製作してお
く。
(57) [Summary] [Purpose] The objective is to reduce the man-hours for concrete foundation work for laying the foundation of wooden structures and to simplify the work. [Structure] Base concrete and rising concrete are made into one body, and blocks divided in the longitudinal direction are manufactured in advance.

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】[Industrial applications]

本考案は、木造建築物における土台敷設のためのコンクリート基礎に関する。 The present invention relates to a concrete foundation for laying a foundation in a wooden building.

【0002】[0002]

【従来の技術】[Prior art]

従来、木造建築物の土台を敷設するまでのベースコンクリートと立上コンクリ ートの基礎は、図6の横断面で表わすとおり、敷地の長手方向に一体に現場で造 作されており、捨コンクリート打設後の作業工程は、型枠取付け・鉄筋組立・ベ ースコンクリート打設・型枠取外し・墨出・型枠取付け・立上コンクリート打設 ・型枠取外し・アンカーセット・基礎天端均しモルタルなど多岐に分れており、 これらの作業は天候に支配されるのみならず、多くの工数を必要とするものであ つた。 Conventionally, the base concrete and the foundation of the start-up concrete until the foundation of the wooden building were laid on-site in the longitudinal direction of the site, as shown in the cross section of Fig. 6. The work process after casting is: formwork mounting, rebar assembly, base concrete placement, formwork removal, marking out, formwork installation, rising concrete placement, formwork removal, anchor set, foundation top end leveling However, the work is not only controlled by the weather, but also requires a lot of man-hours.

【0003】[0003]

【考案が解決しようとする課題】[Problems to be solved by the device]

本考案は、前記従来の技術で述べた、長手方向に一体に造作されているベース コンクリート及び立上コンクリートを、縦方向に一体とし、横長手方向には分割 してブロックとし、現場での鉄筋組立て、型枠の取付け取外し、コンクリートの 注入等の作業を予め工場で製作出来るようにして、現場作業の工数を簡略化する ことを目的として成された。 According to the present invention, the base concrete and the rising concrete, which are integrally formed in the longitudinal direction described in the above-mentioned conventional technique, are integrated in the longitudinal direction and divided into blocks in the transverse longitudinal direction to form a reinforcing bar on site. The purpose was to simplify the man-hours for on-site work by allowing the factory to perform work such as assembling, mounting and dismounting of formwork, and pouring concrete.

【0004】[0004]

【課題を解決するための手段】[Means for Solving the Problems]

所定の縦横鉄筋を配設したベースコンクリートと立上コンクリートとを一体の T字形に、所定の長さ例えば1820mm/917mm/450mmのブロック として製作する。長手方向の各ブロックの現場における連結方法は、該ブロック の片端面に、丸鋼棒を垂直かつ外側に接線となるよう鉄筋に溶接して配設する。 該ブロックの反対側片端面には、前記丸鋼棒の外径より少許大きい内径である断 面C字状鋼管を、C字状の開放部が該片端面と同一面になるよう鉄筋に配置溶接 し、コンクリートに埋め込める。前記ブロックの工場製作時には、立上部コンク リートの上方位置に、2か所の換気孔を貫通させておき、該換気孔の長さ中央部 には適宜寸法の格子鋼棒を配設しておく。 The base concrete having the predetermined vertical and horizontal reinforcing bars and the rising concrete are integrally formed into a T shape to form a block having a predetermined length, for example, 1820 mm / 917 mm / 450 mm. As a method of connecting each block in the longitudinal direction on site, a round steel rod is welded to a reinforcing bar on one end face of the block so as to be perpendicular and tangential to the outside. On one end surface on the opposite side of the block, a C-shaped steel tube having a cross-section with an inner diameter slightly larger than the outer diameter of the round steel rod is arranged on the reinforcing bar so that the C-shaped open portion is flush with the one end surface. Weld and embed in concrete. When the block is manufactured at the factory, two ventilation holes are penetrated above the rising concrete, and a lattice steel rod of an appropriate size is arranged in the central portion of the length of the ventilation hole. .

【0005】[0005]

【作用】[Action]

捨コンクリート(図6)を打設、墨出し後、前記ブロックを敷設するのである が、該ブロックの片端に在るC字状鋼管に、次に連結しようとする前記ブロック を換気孔を利用して懸吊し、該ブロックの片端に在る丸鋼棒を前記C字状管に挿 入して取付け、以下次のブロックを逐次取付けていく。前記丸鋼棒と前記C字状 鋼管との挿入間隔は僅小であるが、必要によりセメントペーストを該間隔に注入 してもよい。 After placing and discarding waste concrete (Fig. 6), the block is laid. The block to be connected next is connected to the C-shaped steel pipe at one end of the block using the ventilation hole. Then, the round steel rod at one end of the block is inserted into the C-shaped tube to be attached, and the following blocks are sequentially attached. The insertion interval between the round steel rod and the C-shaped steel pipe is small, but cement paste may be injected into the interval if necessary.

【0006】[0006]

【実施例】【Example】

図1は本考案の第1実施例を示すものであり、該図は正面図であり、とくに左 右の区別はないが、説明のため、図に向って左側端に適宜サイズの直径、例えば 10mmの丸鋼棒(2)を、内蔵する鉄筋(4)に、縦方向かつブロック(1) の端面に接線となるよう溶接する。該丸鋼棒の長さは、上端がブロック(1)の 上面と一致させ、下端はブロック(1)の逆T字形の水平上面までとする。 FIG. 1 shows a first embodiment of the present invention, which is a front view, and there is no particular distinction between left and right. A 10 mm round steel rod (2) is welded to a built-in reinforcing bar (4) in the longitudinal direction and tangentially to the end face of the block (1). The length of the round steel bar is such that the upper end is aligned with the upper surface of the block (1) and the lower end is up to the inverted T-shaped horizontal upper surface of the block (1).

【0007】 ブロック(1)の右側にはC字状鋼管(3)を、開放部を縦方向に、該ブロッ クの端面と同一面になるよう位置させ、丸鋼棒(2)と同様、内蔵する鉄筋に溶 接する。該C字状鋼管の長さは丸鋼棒(2)と対称の寸法とする。かくてコンク リートを注設しブロック(1)として成型する。また、格子鋼棒(6)について は、換気孔(5)を該ブロック厚手方向に貫通成型する際、厚手方向中央部に位 置させる。On the right side of the block (1), a C-shaped steel pipe (3) is positioned such that the open portion is in the vertical direction and is flush with the end face of the block, and like the round steel rod (2). It welds to the built-in rebar. The length of the C-shaped steel pipe is symmetric to the round steel rod (2). Thus, concrete is poured and molded as a block (1). Regarding the lattice steel rod (6), when the ventilation hole (5) is through-molded in the thick direction of the block, it is positioned at the central portion in the thick direction.

【0008】 図2は図1の平面図であり、前述のとおり鉄筋(4)に溶接された丸鋼棒(2 )は、ブロック端面に接線状に構成されており、片方のブロック端面にはC字状 鋼管(3)の開放部が該端面と同一面になっている。FIG. 2 is a plan view of FIG. 1. As described above, the round steel bar (2) welded to the reinforcing bar (4) is tangential to the block end face, and one of the block end faces has The open portion of the C-shaped steel pipe (3) is flush with the end face.

【0009】 図3は上述の各ブロックを捨コンクリート(図6)に戴置し連結された場合の 斜視図を表わすものである。FIG. 3 is a perspective view showing a case where the above blocks are placed on waste concrete (FIG. 6) and connected.

【0010】 図4は各ブロックの連結方法として、該ブロックの左端面と右端面に、縦方向 の凹部(9)と凸部(10)を一体に形成した第2の実施例を示すもので、凹部 (9)の深さは凸部(10)の突起寸法より少許深くなっている。この深さの差 の間隙には、必要によりセメントペーストを注入してもよい。FIG. 4 shows a second embodiment as a method of connecting the blocks in which vertical recesses (9) and projections (10) are integrally formed on the left end face and the right end face of the blocks. The depth of the concave portion (9) is slightly deeper than the protrusion size of the convex portion (10). If necessary, cement paste may be injected into the gap having the difference in depth.

【0011】 図5は左右完全対称の機械的連結方法を示す第3実施例であって、予めブロッ ク成型時、外面にギザギザ付の埋込ねじ(11)を、図5(b)に示す該ブロッ クの左右両肩部に形成した凹陥部(14)に埋込めておき、ブロック敷設後、矩 形の座金(12)を敷きボルト(13)で締結するものである。FIG. 5 is a third embodiment showing a mechanical connection method of left-right perfect symmetry. FIG. 5 (b) shows an embedding screw (11) having a notch on its outer surface in advance during block molding. The blocks are embedded in the recesses (14) formed on the left and right shoulders of the block, and after the blocks are laid, rectangular washers (12) are fastened with the laying bolts (13).

【0012】 以上本考案に係わる実施例を具体的に説明したが、本考案は前記実施例に限定 されるものではなくその要旨を逸脱しない範囲において種々変更が可能であるこ とは勿論である。Although the embodiments according to the present invention have been specifically described above, the present invention is not limited to the above-mentioned embodiments and various modifications can be made without departing from the scope of the invention.

【0013】[0013]

【考案の効果】[Effect of device]

専ら現場作業で行われていた木造建築物の土台基礎であるベースコンクリート や立上コンクリートの構築について、本考案は工場で製作可能な連結、分割式と したので、前記従来の技術にて述べた作業即ち型枠取付から基礎天端均しモルタ ルまでが省力化され、天候の影響も少なくなり、木造建築物の生産性向上に寄与 するものである。 Regarding the construction of base concrete and rising concrete, which are the foundation foundation of wooden buildings, which was performed exclusively on site work, the present invention was described as a connection or split type that can be manufactured in the factory. The work, that is, the work from the mounting of the formwork to the mortar that evens the foundation roof is labor-saving, and the influence of the weather is reduced, which contributes to the improvement of the productivity of wooden structures.

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

【図1】 本考案の第1実施例の正面図FIG. 1 is a front view of a first embodiment of the present invention.

【図2】 同平面図[FIG. 2] The same plan view

【図3】 本考案第1実施例の連結状態の斜視図FIG. 3 is a perspective view of a connected state of the first embodiment of the present invention.

【図4】 同第2実施例の斜視図FIG. 4 is a perspective view of the second embodiment.

【図5】 同第3実施例の締結部分の縦断面図及びブ
ロック肩の凹陥部斜視図。(a)は締結部分の縦断面
図、(b)はブロック肩の凹陥部斜視図
FIG. 5 is a vertical sectional view of a fastening portion and a perspective view of a recessed portion of a block shoulder according to the third embodiment. (A) is a vertical cross-sectional view of the fastening portion, (b) is a perspective view of the recessed portion of the block shoulder

【図6】 従来技術の水平横断面図FIG. 6 is a horizontal cross-sectional view of the prior art.

【符号の説明】[Explanation of symbols]

1 ブロック 2 丸鋼棒 3 C字状鋼管 4 鉄筋 5 換気孔 6 格子鋼棒 7 格子枠 8 挿入部 9 凹部 10 凸部 11 埋込ねじ 12 座金 13 ボルト 14 凹陥部 1 Block 2 Round Steel Rod 3 C-Shaped Steel Pipe 4 Reinforcing Bar 5 Ventilation Hole 6 Lattice Steel Rod 7 Lattice Frame 8 Insertion Part 9 Recess 10 Convex 11 Embedded Screw 12 Washer 13 Bolt 14 Recess

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】本造建築物の土台を敷設するためのベース
コンクリートと立上コンクリートにおいて、該双方のコ
ンクリートに鉄筋を内蔵して一体となし、長手方向に分
割したブロックを成型し、該ブロックを連結できるよう
にしたことを特徴とする木造建築物連結基礎ブロック。
1. A base concrete and a rising concrete for laying a foundation of a built structure, in which reinforcing bars are built into both concretes to form one body, and blocks which are divided in the longitudinal direction are molded, and the blocks are formed. A wooden building connection basic block characterized by being able to connect.
JP1995013464U 1995-11-13 1995-11-13 Wooden building connection foundation block Expired - Lifetime JP3027589U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1995013464U JP3027589U (en) 1995-11-13 1995-11-13 Wooden building connection foundation block

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1995013464U JP3027589U (en) 1995-11-13 1995-11-13 Wooden building connection foundation block

Publications (1)

Publication Number Publication Date
JP3027589U true JP3027589U (en) 1996-08-13

Family

ID=43162699

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1995013464U Expired - Lifetime JP3027589U (en) 1995-11-13 1995-11-13 Wooden building connection foundation block

Country Status (1)

Country Link
JP (1) JP3027589U (en)

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