JPH08199711A - Construction method of block work - Google Patents

Construction method of block work

Info

Publication number
JPH08199711A
JPH08199711A JP7028835A JP2883595A JPH08199711A JP H08199711 A JPH08199711 A JP H08199711A JP 7028835 A JP7028835 A JP 7028835A JP 2883595 A JP2883595 A JP 2883595A JP H08199711 A JPH08199711 A JP H08199711A
Authority
JP
Japan
Prior art keywords
block
hollow parts
shaped steel
horizontal
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.)
Granted
Application number
JP7028835A
Other languages
Japanese (ja)
Other versions
JP3046216B2 (en
Inventor
Sueo Mochizuki
季雄 望月
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.)
Eesukon Kogyo Kk
Original Assignee
Eesukon Kogyo Kk
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 Eesukon Kogyo Kk filed Critical Eesukon Kogyo Kk
Priority to JP7028835A priority Critical patent/JP3046216B2/en
Publication of JPH08199711A publication Critical patent/JPH08199711A/en
Application granted granted Critical
Publication of JP3046216B2 publication Critical patent/JP3046216B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PURPOSE: To secure a strength against a horizontal load and increase the workability, by stacking blocks on a continuous footing and inserting H-shaped steel members in necessary positions of the hollow parts of the blocks and erecting them and placing a filling material in the hollow parts. CONSTITUTION: H-shaped steel members 7 are inserted in necessary positions of the hollow parts 1a, 11a, 2 of blocks 1, 11 and erected therein. And vertical 3 and horizontal reinforcements are inserted in other hollow parts 1a, 11a, 2 at every specified distance. Then a mixted filler 8 composed of cement, sand, water, and a foaming agent is placed in respective hollow parts 1a, 11a, 2 to unite them. In this way, a wall body is firmly formed and the strength against horizontal loads is increased and separation of the filler 8 after having placed it is prevented and the heat insulation, sound insulation, and durability can be secured.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は住宅等の建物の外壁また
は仕切壁を形成するためのブロック造の施工方法に関す
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a block construction method for forming an outer wall or a partition wall of a building such as a house.

【0002】[0002]

【従来の技術】主として住宅用の建築構造として、従来
から、補強コンクリートブロック造(以下ブロック造と
いう)が多く採用されている。これは、例えば図5に示
すように、鉄筋コンクリート造りの布基礎6の上に、ブ
ロック1,…を積み重ねて、その空洞部分2に所定間隔
おきに縦・横方向に鉄筋3,4を入れ、その鉄筋3,4
を入れた空洞部分2,…にコンクリート5,…を充填し
て補強を施したものである。ちなみに、図6に3つ孔ブ
ロック1の形状・寸法を図示する。
2. Description of the Related Art Reinforced concrete block structures (hereinafter referred to as block structures) have been widely used as building structures mainly for houses. For example, as shown in FIG. 5, the blocks 1, ... Are stacked on a reinforced concrete cloth foundation 6, and the hollow bars 2 are filled with reinforcing bars 3 and 4 in the vertical and horizontal directions at predetermined intervals. The rebar 3,4
The cavities 2, ... containing the above are filled with concrete 5, ... for reinforcement. Incidentally, FIG. 6 shows the shape and dimensions of the three-hole block 1.

【0003】[0003]

【発明が解決しようとする課題】ところで、近時は、生
活様式の多様化から、子供の遊び場や物置場として、あ
るいはピアノやカラオケ演奏等のための地下室を設ける
とともに、地上10mまでの3階建の住宅が所望される
ようになった。
By the way, recently, due to the diversification of lifestyles, a basement room for children's playground or storeroom, piano or karaoke performance, etc. has been established, and the third floor up to 10m above the ground. Built houses have become desired.

【0004】しかるに、上述した従来のブロック造で
は、地震力等の水平荷重に対する強度が比較的低く、地
下室を有する高い住宅には不適当であった。また、断熱
効果や遮音効果も充分ではなかった。
However, the conventional block structure described above has a relatively low strength against a horizontal load such as seismic force, and is not suitable for a high house having a basement. Moreover, the heat insulation effect and the sound insulation effect were not sufficient.

【0005】本発明はこのような実情に鑑みてなされ、
水平荷重に対して強く、地下室を有する高い住宅等に適
した作業性のよいブロック造の施工方法を提供すること
を目的としている。
The present invention has been made in view of such circumstances.
It is an object of the present invention to provide a construction method of a block structure that is strong against horizontal load and has good workability suitable for a high house having a basement.

【0006】[0006]

【課題を解決するための手段】本発明は上述の課題を解
決するための手段を以下のように構成している。すなわ
ち、布基礎の上に幅広に形成したブロックを積み重ね、
そのブロックの空洞部分の必要箇所にH型鋼を挿通立設
し、かつその他の空洞部分に所定間隔おきに縦鉄筋およ
び横鉄筋を挿通させるとともに、各空洞部分に、セメン
ト、砂、水および気泡剤を適宜な割合で混合してなる充
填材を打設することを特徴としている。
The present invention comprises means for solving the above-mentioned problems as follows. That is, stacking wide blocks on a cloth foundation,
An H-shaped steel is inserted upright in the required portions of the hollow portion of the block, and vertical rebars and horizontal rebars are inserted into the other hollow portions at predetermined intervals, and cement, sand, water, and a foaming agent are added to each hollow portion. It is characterized in that a filler is mixed and mixed at an appropriate ratio.

【0007】[0007]

【作用】幅広に形成したブロックの空洞部分の必要箇所
にH型鋼を挿通立設して充填材でブロックと一体化させ
ることにより、水平荷重に対する強度が飛躍向上する。
The H-shaped steel is inserted upright in the necessary portions of the hollow portion of the block formed to be wide, and the block is integrated with the block by the filling material, whereby the strength against horizontal load is remarkably improved.

【0008】また、その他の空洞部分にも充填材を打設
するので、断熱・遮音効果が良好となる。そして、その
充填材がセメント、砂、水および気泡剤よりなる流動性
の高いものであることから、作業性がよく施工後に分離
するような不具合の発生が防がれる。
Further, since the filling material is also placed in the other hollow portions, the heat insulating and sound insulating effects are improved. Further, since the filler is composed of cement, sand, water, and a foaming agent and has high fluidity, workability is good and the occurrence of problems such as separation after construction can be prevented.

【0009】[0009]

【実施例】以下に、本発明のブロック造の施工方法の実
施例を図面に基づいて詳細に説明する。図1は施工され
たブロック造(外壁)の横断面図、図2はその一部縦断
斜視図、図3(A),(B)は基本ブロックの平面図お
よび断面図である。これらの図において、符号1は特に
本発明の施工法を実施するために幅広に形成された基本
ブロック、11は隅用の異形ブロック、1a,11aは
ブロック内に形成された空洞部分、2はブロック1,1
間および1,11間に形成された空洞部分、3はその空
洞部分2,…に40cm間隔おきに縦方向に挿通された
縦鉄筋、4はその空洞部分2,…に20cm間隔おきに
横方向に挿通された横鉄筋、7は隅角部の空洞部分11
aおよび強度上必要とされる間隔おきの空洞部分2に挿
通立設されたH型鋼で、強力な補強鋼材として機能する
ものである。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT An embodiment of a block construction method according to the present invention will be described in detail below with reference to the drawings. FIG. 1 is a transverse cross-sectional view of a constructed block structure (outer wall), FIG. 2 is a partially longitudinal perspective view thereof, and FIGS. 3A and 3B are a plan view and a cross-sectional view of a basic block. In these drawings, reference numeral 1 is a basic block formed to be wide in order to carry out the construction method of the present invention, 11 is a deformed block for a corner, 1a and 11a are hollow portions formed in the block, and 2 is a hollow block. Block 1, 1
Between the spaces 1 and 11, and 3 are vertical rebars vertically inserted into the hollow portions 2, ... at intervals of 40 cm, and 4 are transversely spaced at intervals of 20 cm in the hollow portions 2 ,. The horizontal rebar inserted in the, 7 is the hollow portion 11 at the corner
It is an H-shaped steel that is erected upright in the cavity portions 2 at a intervals required for a and strength, and functions as a strong reinforcing steel material.

【0010】上述の各ブロック1,11,…は鉄筋コン
クリートにより強固に形成された布基礎6の上に積み重
ねられ、H型鋼7は、その布基礎6に植設したボルト
(図示省略)に対してその下端部をナットで螺合締付す
ることにより固定される一方、中間階層のがりょう9お
よび床スラブ10を貫通して(図4参照)、最上階(3
階)の屋根スラブ(図示省略)にボルト締結等によって
固定される。また、縦鉄筋3と横鉄筋4は縦・横方向の
格子状に張設される。その縦鉄筋3の端末は布基礎6、
がりょう9、屋根スラブに定着させるが、適宜継手を設
けて接続することもある。また、横鉄筋4のフックを縦
鉄筋3にかぎかけにして定着力を増すようにするととも
に、その横鉄筋4の端部をH型鋼7に螺子止め等で固定
する。
The above blocks 1, 11, ... Are stacked on a cloth foundation 6 which is rigidly formed of reinforced concrete, and the H-shaped steel 7 is used for bolts (not shown) planted in the cloth foundation 6. The lower end is fixed by screwing with a nut, while it penetrates through the girder 9 and the floor slab 10 of the intermediate layer (see FIG. 4), and the top floor (3
It is fixed to the roof slab (not shown) on the first floor by bolts or the like. Further, the vertical reinforcing bars 3 and the horizontal reinforcing bars 4 are stretched in a grid pattern in the vertical and horizontal directions. The terminal of the vertical rebar 3 is a cloth foundation 6,
It is fixed to the girder 9 and roof slab, but a joint may be provided to connect it appropriately. Further, the hook of the horizontal reinforcing bar 4 is hooked on the vertical reinforcing bar 3 to increase the fixing force, and the end portion of the horizontal reinforcing bar 4 is fixed to the H-shaped steel 7 by screwing or the like.

【0011】そして、このH型鋼7、縦鉄筋3および横
鉄筋4を挿通させた各空洞部分1a,11a,2および
その他の各空洞部分1a,11a,2の全てに、セメン
ト、砂、水および気泡剤を適宜な割合で混合したエアモ
ルタルと称される充填材8を打設し、各ブロック1,1
1とH型鋼7、および縦鉄筋3と横鉄筋4とを一体化し
て効果的に補強する。また、各ブロック1,11間の横
目地cおよび縦目地dには目地モルタルmを充填してよ
り一層の剛性向上が図られる(図2参照)。
Then, the H-shaped steel 7, the vertical reinforcing bars 3 and the horizontal reinforcing bars 4 are inserted into the respective hollow portions 1a, 11a, 2 and the other respective hollow portions 1a, 11a, 2 and cement, sand, water and Filling material 8 called air mortar, in which a foaming agent is mixed at an appropriate ratio, is placed and each block 1, 1
1 and the H-shaped steel 7, and the vertical reinforcing bar 3 and the horizontal reinforcing bar 4 are integrated and effectively reinforced. Further, the joint mortar m is filled in the horizontal joint c and the vertical joint d between the blocks 1 and 11 to further improve the rigidity (see FIG. 2).

【0012】充填材としてのエアモルタル8は、例えば
エースコン工業株式会社のエースコン(商品名)が適材
である。これは、所定の混合比でセメントと砂と水を混
練した生モルタルをアジテータ車で現場に搬入し、気泡
発生装置によって粘りのある分散性のすぐれた気泡を発
生させ、これをアジテータ内に計量投入・混練したもの
で、コンクリートと同様にポンプ車で打設できるもので
あり、特に流動性にすぐれ、打設後に分離するような不
具合の発生がないものである。ちなみに、このエースコ
ンの配合比率を表1に示す。
A suitable material for the air mortar 8 as a filler is, for example, Acecon (trade name) of Acecon Industry Co., Ltd. This is because raw mortar, which is a mixture of cement, sand, and water at a specified mixing ratio, is brought into the site by an agitator car, and a bubble generator generates sticky and highly dispersible bubbles, which are weighed in the agitator. It is put and kneaded, and it can be placed by a pump car like concrete, and it has excellent fluidity and does not cause problems such as separation after placing. By the way, Table 1 shows the blending ratio of this Acecon.

【0013】[0013]

【表1】 [Table 1]

【0014】上述したエアモルタル8の重量は気泡の含
有によって重量がコンクリートの1/2〜1/3程度
で、非常に軽量であり、安価でもある。しかも振動に強
く遮音性の高いものであり、かつ気泡によって断熱性も
きわめて高く、耐久性も良好である。
The weight of the air mortar 8 described above is about 1/2 to 1/3 of that of concrete due to the inclusion of bubbles, which is extremely lightweight and inexpensive. Moreover, it is strong against vibration and has high sound insulation, and also has extremely high heat insulation due to air bubbles and has good durability.

【0015】前述の基本ブロック1は、図3(A),
(B)に示されるように、その幅寸法が従来のブロック
1(図6参照)より大であり、かつ両外方に張り出した
側壁1b,1bと、それらに対して直交する一対の横壁
1c,1cとで囲まれる矩形の空洞部分1aを中央に有
し、その横壁1cの高さを側壁1bの半分程度とし、異
形ブロックを用いずとも、その基本ブロック1,1間に
横鉄筋4を挿通させることができることを大きな特徴と
している(図2参照)。
The above-mentioned basic block 1 is shown in FIG.
As shown in (B), the width dimension thereof is larger than that of the conventional block 1 (see FIG. 6), and the side walls 1b and 1b projecting outwardly on both sides, and a pair of lateral walls 1c orthogonal to them. , 1c has a rectangular hollow portion 1a surrounded by the center, and the height of the lateral wall 1c is about half of that of the side wall 1b. Even if a deformed block is not used, the horizontal reinforcing bar 4 is provided between the basic blocks 1 and 1. The main feature is that it can be inserted (see FIG. 2).

【0016】また、本施工方法に使用される補強効果の
高いH型鋼7については、各隅角部では、隅用の異形ブ
ロック11の空洞部分11aに挿通させることを基本と
するが、中間部においても、また、仕切壁12において
も、建物の規模に応じて強度上必要とされる間隔おき
に、基本ブロック1,1間の空洞部分2にそのH型鋼7
を設けることができる。これにより、水平荷重に対する
強度が飛躍的に向上し、地下室13(図4参照)を有す
る耐震性の良い地上3階の住宅を無理なく建造すること
ができる。
Further, the H-shaped steel 7 having a high reinforcing effect used in the present construction method is basically inserted into the hollow portion 11a of the deformed block 11 for the corner at each corner portion, but the middle portion. In the partition wall 12 as well, the H-shaped steel 7 is provided in the cavity portion 2 between the basic blocks 1 and 1 at intervals required for strength depending on the scale of the building.
Can be provided. As a result, the strength against a horizontal load is dramatically improved, and it is possible to reasonably build a house on the third floor above the ground having the basement 13 (see FIG. 4) with good earthquake resistance.

【0017】上述のようにH型鋼7で補強された外壁は
高剛性であることから、施工に際しては、地下室13の
囲壁14(図4参照)を形成した後に、その外部の掘り
起こした空間15にエアモルタル8を打設して埋戻しを
おこない、建屋の基礎としての地下室13の周囲を強固
に固めることができる。その埋戻し作業は生コンクリー
トの打設と同様に、街中でも、ポンプ車で容易におこな
うことができ、きわめて作業性のよいものである。
Since the outer wall reinforced by the H-shaped steel 7 has high rigidity as described above, during construction, after forming the surrounding wall 14 of the basement 13 (see FIG. 4), the dug up space 15 outside thereof is formed. The air mortar 8 can be cast and backfilled to solidify the surroundings of the basement 13 as the foundation of the building. The backfilling work can be easily performed in the city using a pump car, as in the case of pouring fresh concrete, and the workability is extremely good.

【0018】[0018]

【発明の効果】以上説明したように、本発明のブロック
造の施工方法によれば、ブロックの空洞部分の必要箇所
にH型鋼を挿通立設して充填材でブロックと一体化させ
るので、水平荷重に対する強度が飛躍向上し、3階建の
高い状態を無理なく形成することができる。
As described above, according to the block construction method of the present invention, since the H-shaped steel is vertically inserted through the required portion of the hollow portion of the block and integrated with the block by the filler, The strength against load is dramatically improved, and a high three-story structure can be formed without difficulty.

【0019】また、空洞部分に、セメント、砂、水およ
び気泡剤等を適宜な割合で混合してなる充填材を打設す
るので、その充填材が流動性がよいことから、打設後に
分離することがなく、断熱・遮音性の良好な耐久性のす
ぐれたブロック造を作業性よく高品質に形成することが
できる。
Further, since a filler made of a mixture of cement, sand, water, a foaming agent and the like in an appropriate ratio is placed in the hollow portion, the filler has good fluidity, so that it is separated after placing. It is possible to form a highly durable block structure with good heat insulation and sound insulation and good workability.

【0020】さらに、H型鋼の使用により、壁体を強固
に形成できるため、地下室を形成する場合には、充填材
で容易に埋戻しをおこなうことができ、強固な基礎を形
成できる。
Further, since the wall body can be firmly formed by using the H-section steel, when the basement is formed, it is possible to easily backfill with the filling material and form a strong foundation.

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

【図1】本発明のブロック造の施工方法により形成され
た建物の外壁および仕切壁の横切断面図である。
FIG. 1 is a lateral cross-sectional view of an outer wall and a partition wall of a building formed by a block construction method of the present invention.

【図2】図1のX−X線矢視断面図である。FIG. 2 is a sectional view taken along line XX of FIG.

【図3】(A)は同ブロック造の施工方法に使用される
基本ブロックの平面図、(B)は同Y−Y線矢視断面図
である。
FIG. 3A is a plan view of a basic block used in the construction method of the block structure, and FIG. 3B is a sectional view taken along the line YY of FIG.

【図4】同ブロック造の施工方法によって形成された建
屋の部分断面斜視図である。
FIG. 4 is a partial cross-sectional perspective view of a building formed by the block construction method.

【図5】従来のブロック造の一例を示す部分断面斜視図
である。
FIG. 5 is a partial cross-sectional perspective view showing an example of a conventional block structure.

【図6】従来のブロックの平面図である。FIG. 6 is a plan view of a conventional block.

【符号の説明】[Explanation of symbols]

1,11…ブロック、1a,11a,2…空洞部分、3
…縦鉄筋、4…横鉄筋、6…布基礎、7…H型鋼、8…
充填材。
1, 11 ... Block, 1a, 11a, 2 ... Cavity part, 3
... Vertical rebar, 4 ... Horizontal rebar, 6 ... Cloth foundation, 7 ... H-shaped steel, 8 ...
Filling material.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 布基礎の上に幅広に形成したブロックを
積み重ね、そのブロックの空洞部分の必要箇所にH型鋼
を挿通立設し、かつその他の空洞部分に所定間隔おきに
縦鉄筋および横鉄筋を挿通させるとともに、各空洞部分
に、セメント、砂、水および気泡剤を適宜な割合で混合
してなる充填材を打設することを特徴とするブロック造
の施工方法。
1. A wide block is piled up on a cloth foundation, H-shaped steel is inserted upright in a required portion of a hollow portion of the block, and vertical reinforcing bars and horizontal reinforcing bars are provided at predetermined intervals in other hollow portions. The method for constructing a block structure is characterized in that a filler made of a mixture of cement, sand, water and a foaming agent in an appropriate ratio is placed in each hollow portion while inserting the block.
JP7028835A 1995-01-24 1995-01-24 Block construction method Expired - Fee Related JP3046216B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7028835A JP3046216B2 (en) 1995-01-24 1995-01-24 Block construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7028835A JP3046216B2 (en) 1995-01-24 1995-01-24 Block construction method

Publications (2)

Publication Number Publication Date
JPH08199711A true JPH08199711A (en) 1996-08-06
JP3046216B2 JP3046216B2 (en) 2000-05-29

Family

ID=12259441

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7028835A Expired - Fee Related JP3046216B2 (en) 1995-01-24 1995-01-24 Block construction method

Country Status (1)

Country Link
JP (1) JP3046216B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102296736A (en) * 2011-09-01 2011-12-28 建研科技股份有限公司 Self-supporting heat-insulation hollow floor slab and construction method thereof
KR101150237B1 (en) * 2010-10-13 2012-06-12 한국건설기술연구원 Seismic retrofit apparatus and method for masonry structures using steel wall-column

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101150237B1 (en) * 2010-10-13 2012-06-12 한국건설기술연구원 Seismic retrofit apparatus and method for masonry structures using steel wall-column
CN102296736A (en) * 2011-09-01 2011-12-28 建研科技股份有限公司 Self-supporting heat-insulation hollow floor slab and construction method thereof

Also Published As

Publication number Publication date
JP3046216B2 (en) 2000-05-29

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