JPH0654039B2 - Building block, block wall and its construction method - Google Patents
Building block, block wall and its construction methodInfo
- Publication number
- JPH0654039B2 JPH0654039B2 JP2117716A JP11771690A JPH0654039B2 JP H0654039 B2 JPH0654039 B2 JP H0654039B2 JP 2117716 A JP2117716 A JP 2117716A JP 11771690 A JP11771690 A JP 11771690A JP H0654039 B2 JPH0654039 B2 JP H0654039B2
- Authority
- JP
- Japan
- Prior art keywords
- block
- end surface
- bearing portion
- outer decorative
- face
- 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
Links
Landscapes
- Finishing Walls (AREA)
Description
本発明は建築用ブロック,ブロック壁体及びその構築法
に関する。The present invention relates to a building block, a block wall body, and a construction method thereof.
ブロック壁体は、その各ブロック間にモルタル目地を介
在させて組積みしてなる。The block walls are built by interposing mortar joints between the blocks.
ブロック壁体の組積作業は専門の職人により行われてき
ているが、近時人手不足が益々深刻化の様相を呈し、ま
た、そのブロック壁体は各ブロックの外面とモルタル目
地とが略面一に仕上げられ、どちらかというと単調なも
のであった。 本発明の目的は、素人でも従来に比べ強固なブロック壁
体を容易に構築できるとともに、各ブロックの外側目地
を空目地にすることによりそこに立体感を現出した高品
質のブロック壁体を得ることにある。Although masonry work for block walls has been performed by professional craftsmen, the shortage of manpower has recently become more and more serious, and the block walls have a substantially flat outer surface and mortar joints. It was finished to one and was rather monotonous. The object of the present invention is to provide a high-quality block wall body in which even an amateur can easily construct a stronger block wall body than the conventional one, and by making the outer joint of each block an empty joint, a three-dimensional effect is exhibited there. To get.
上記目的を達成するために採用した本発明の構成を後記
実施例を参照して述べると次のとおりである。 本発明建築用ブロックは、両側のフェースシェル1,1
が内側耐力部3と外側化粧部4とからなる。 その内側耐力部3は、上端面31に凹溝を有するととも
に、下端面32の内側縁に角型横切欠5を形成し、かつ
左右端33,34の内側縁に角型縦切欠61,62を形
成している。 外側化粧部4は、上端面41を下向きの傾斜面として内
側耐力部3の上端面31より下方に位置させるととも
に、下端面42を内側耐力部3の下端面32と面一にし
ている。 内側耐力部3の左右端33,34は外側化粧部4の左右
端43,44の外方に突出している。 また、両側のフェースシェル1,1を連繋する連繋部
2,2の上面に横筋ストッパ7,7を突設し、横鉄筋が
変位しないようにすることも好適である。 本発明ブロック壁体の構築法は、上記構成の建築用ブロ
ックaを、所要の基礎の上において所要の縦鉄筋e及び
横鉄筋fを通し、かつ、下段のブロックaの内側耐力部
3の上端面31の凹溝cを含む外側半部にだけ無機質接
着剤8を塗布して、それに上段のブロックaの内側耐力
部3の下端面32を合致させて、破れ目地あるいはいも
目地等所望の積み方で組積みするとともに、ブロックa
のフェースシェル1,1間にモルタルあるいはコンクリ
ートgを打設充填するものである。 本発明ブロック壁体は、無機質接着剤8による接着目地
が下段のブロックaの内側耐力部3の上端面31の凹溝
cを含む外側半部にだけ施され、上段のブロックaの内
側耐力部3の下端面32の角型横切欠5が各下段のブロ
ックaの上端面31の内側半部との間に形成した内向き
横凹処hにモルタルあるいはコンクリートを充填され、
上段のブロックaの外側化粧部4の下端部は下段のブロ
ックaの内側耐力部3の下端面と面一状態となって上段
のブロックaの下端面42と下段のブロックaの上端面
41との間に所要の横向き隙間iを保持するとともに、
左右に隣接するブロックaの外側化粧部4の左右端43
と44との間に所要の縦向き隙間kを形成保持してな
る。The configuration of the present invention adopted to achieve the above object will be described below with reference to Examples. The building block of the present invention comprises face shells 1, 1 on both sides.
Is composed of an inner bearing portion 3 and an outer decorative portion 4. Its inner strength portion 3, which has a concave groove on the upper surface 3 1 to form a rectangular transverse notches 5 the inner edge of the lower end surface 3 2, and left and right ends 3 3, 3 rectangular vertically fourth inner edge Notches 6 1 and 6 2 are formed. Outer decorative part 4, together with is positioned lower than the top end surface 3 1 of the inner strength portion 3 a top end face 4 1 as a downward inclined surface, a bottom surface 4 2 on the lower end surface 3 2 flush the inner strength portion 3 ing. The left and right ends 3 3 and 3 4 of the inner bearing portion 3 project outward from the left and right ends 4 3 and 4 4 of the outer decorative portion 4. Further, it is also preferable that the horizontal reinforcing bars 7, 7 are provided on the upper surfaces of the connecting portions 2, 2 that connect the face shells 1, 1 on both sides so as to prevent the horizontal reinforcing bars from being displaced. The method for constructing a block wall body of the present invention is such that the building block a having the above structure is passed through the required vertical reinforcing bars e and horizontal reinforcing bars f on the required foundation, and on the inner bearing portion 3 of the lower block a. by coating only inorganic adhesive 8 to the outer half portion including a concave groove c of the end surface 3 1, the lower end surface 3 2 of the inner strength portion 3 of the upper block a made to match, breach locations or potato joints such desired Block a
Mortar or concrete g is poured and filled between the face shells 1 and 1. The present invention block wall, the adhesive joint by the inorganic adhesive 8 is only applied to the outer half portion including a top end surface 3 1 of the groove c of the inner strength portion 3 of the lower block a, the inner strength of the upper block a the lower end surface 3 2 of the square next to notches 5 parts 3 are filled with mortar or concrete to inward lateral rest recess h formed between the upper end surface 3 1 of the inner half portion of the block a in the lower stage,
Upper surface of the lower end surface 4 2 and the lower block a block a lower end portion of the outer decorative portion 4 becomes lower end surface flush with the state of the inner strength portion 3 of the lower block a top of the upper block a 4 While maintaining a required lateral gap i with 1,
Right and left ends 4 3 of the outer decorative portion 4 of the blocks a adjacent to the left and right
And a required vertical gap k is formed and held between No. 4 and No. 44.
本発明によれば、荷重を内側耐力部でしっかりと支持す
ることができる強固な組積造であって、かつ上下段ブロ
ック間の横向き隙間と左右ブロック間の縦向き隙間によ
り各ブロックの回りを空目地とすることによって、立体
感及び重厚感に富むブロック壁体を得ることができるも
のである。ADVANTAGE OF THE INVENTION According to this invention, it is a strong masonry structure which can support a load firmly with an inner side load-bearing part, and it is around each block by the horizontal gap between upper and lower blocks and the vertical gap between left and right blocks. By forming the vacant joint, it is possible to obtain a block wall body that is rich in three-dimensional effect and solid feeling.
まず、本発明建築用ブロックaを第1図乃至第3図によ
り説明する。 本建築用ブロックaはセラミック陶製であって、フェー
スシェル1,1を連繋部2,2により連繋し、これら連
繋部2,2の間に縦空洞bを形成するとともに、各連繋
部2,2の外側には縦空洞b′を形成してなる。 上記フェースシェル1,1は内側耐力部3と外側化粧部
4とからなる。 そして、内側耐力部3は、その上端面31に3条の凹溝
c……を平行にして掘設し、かつ、下端面32を段状に
して内側縁に角型横切欠5を形成するとともに、その角
型横切欠5の外側の下端面32と上記外側化粧部4との
下端面42には2条の凹溝dを同じく平行に掘設してい
る。 また、内側耐力部3は、その左右端33,34を外側化
粧部4の左右端43,44より外方に突出させるととも
に、それぞれの内側縁には角型横切欠61,62を形成
している。 外側化粧部4は、その上端面41を下向きの傾斜面とし
て内側耐力部3の上端面31より下方に位置させるとと
もに、下端面42を内側耐力部3の下端面32と面一に
している。 7,7は連繋部2,2の上面に所要の間隔をおいて突設
した横筋ストッパである。 上記構成の建築用ブロックaによるブロック壁体Aの構
築には、所要の基礎の上に建築用ブロックaを、それの
所要の縦空洞b,b′に縦鉄筋eを通しながら、例えば
第4図の破れ目地あるいはいも目地等所望の積み方を採
用し施工するものであり、その場合、下段のブロックa
の内側耐力部3の上端面31の上記凹溝cの外側の2条
を含む外側半部にだけ無機質接着剤8を充填及び塗布
し、それに上段のブロックaの内側耐力部3の下端面3
2を合致させて順次上段のブロックaを積み重ねる。 上記においては、所要の段例えば1段置きのブロックa
の連繋部2,2上に横鉄筋f,fを横筋ストッパ7,7
の外側において乗載横架する。 そのあと、その積層状態のブロックaのフェースシェル
1,1間にモルタルあるいはコンクリートgを打設し、
縦空洞b,b′はもとより、各上段のブロックaの内側
耐力部3の下端面32の角型横切欠5が各下段のブロッ
クaの内側耐力部3の上端面31の内側半部との間に形
成する内向き横凹処h、及び、左右に隣接する各ブロッ
クaの左右端33,34の角型縦切欠61,62が互い
に合して形成する内向き縦凹処iにもモルタルあるいは
コンクリートを充満させる。 これによって、所期のブロック壁体Aが構築できるもの
であるが、このブロック壁体Aは、上下ブロックa間を
無機質接着剤8を充填塗布する接着目地としたから、従
来のモルタル目地に比べて作業性が良く、また、ブロッ
クaの当該部位すなわち無機質接着剤8を充填塗布する
部分具体的には内側耐力部3の上端面31等の寸法精度
さえ確保することによって、その充填塗布面の面積を極
力少なくできるが、この充填塗布面を少なくできること
がブロックaの該塗布面の仕上がり精度を向上すること
に寄与する。 上記接着目地は下段のブロックaの内側耐力部3の上端
面31の外側半部に施されるが、上段のブロックaの内
側耐力部3の下端面32の角型横切欠5が各下段のブロ
ックaの上端面31の内側半部との間に内向き横凹処h
を形成し、上記のようにここにもモルタルあるいはコン
クリートを充填する。 したがって、目地の構造計算は内側耐力部3の下端面全
幅に荷重が作用するものとして行うことができる。 また、外側化粧部4は、上記のようにその上端面41を
下向きの傾斜面として内側耐力部3の上端面31より下
方に位置させているので、上段のブロックaの外側化粧
部4の下端部は下段のブロックaの外側化粧部4の外方
に垂れ下がることなく、上段のブロックaの下端面42
と下段のブロックaの上端面41との間に所要の横向き
隙間j(10mm)を保持するようにしてある。 また、左右に隣接するブロックaの間には外側化粧部4
の左右端43,44との間に所要の縦向き隙間k(10
mm)を保持するようにしてなるものである。First, the building block a of the present invention will be described with reference to FIGS. The building block a is made of ceramic porcelain, and the face shells 1, 1 are connected to each other by connecting portions 2, 2, and a vertical cavity b is formed between these connecting portions 2, 2 and each connecting portion 2, 2 is connected. A vertical cavity b'is formed on the outer side of the. The face shells 1, 1 are composed of an inner bearing portion 3 and an outer decorative portion 4. Then, the inner strength unit 3 Ho設in the parallel grooves c ...... its upper surface 3 1 to 3 Article and a square lateral notches 5 the inner edge and the lower end surface 3 2 stepped and forming, and Ho設also parallel the grooves d of the two rows on the lower end face 4 2 of the outer bottom surface 3 2 and the outer decorative portion 4 of the rectangular transverse notch 5. In addition, the inner bearing portion 3 has its left and right ends 3 3 and 3 4 projecting outward from the left and right ends 4 3 and 4 4 of the outer decorative portion 4, and each of the inner edges thereof has a rectangular lateral cutout 6 1 . to form a 6 2. Outer decorative part 4, together with is positioned lower than the top end surface 3 1 of the inner strength portion 3 and the upper end face 4 1 as a downward inclined surface, bottom end surface 3 2 flush of the lower end face 4 2 inner strength portion 3 I have to. Reference numerals 7 and 7 denote horizontal streak stoppers projecting from the upper surfaces of the connecting portions 2 and 2 with a required space. To construct the block wall A by the building block a having the above structure, the building block a is placed on the required foundation, and the vertical reinforcing bars e are passed through the required vertical cavities b and b ′, for example, the fourth block. Construction is carried out by adopting the desired stacking method such as the broken joints or potato joints in the figure, in which case the block a in the lower stage
The lower end surface of the upper end surface 3 1 of the groove c of the inner strength portion 3 only inorganic adhesive 8 to the outer half portion including Article 2 of the outer filling and coating, it of the upper block a of the inner strength portion 3 Three
2 are matched and the blocks a in the upper stage are sequentially stacked. In the above, the blocks a at a desired stage, for example, every other stage, are used.
The horizontal reinforcing bars f, f are connected to the connecting portions 2, 2 of the horizontal reinforcing bars 7, 7,
On the outside of the board. After that, mortar or concrete g is placed between the face shells 1 and 1 of the laminated block a,
Vertical cavity b, b ', as well as the upper end surface 3 1 of the inner half portion lower end surface 3 2 of the square next to the cutout 5 of the inner strength portion 3 of the inner strength portion 3 of the block a of the lower block a in the upper And the inward vertical recesses h formed between the vertical vertical cutouts 6 1 and 6 2 of the left and right ends 3 3 and 3 4 of adjacent blocks a that are adjacent to each other. The recess i is also filled with mortar or concrete. As a result, the desired block wall A can be constructed, but since this block wall A is an adhesive joint for filling and applying the inorganic adhesive 8 between the upper and lower blocks a, it is more difficult than the conventional mortar joint. good workability Te, also by ensuring even dimensional accuracy of the upper surface 3 1, etc. of the inner strength portion 3 in part specifically for filling applying the site i.e. inorganic adhesive 8 blocks a, filling the coated surface thereof Area can be reduced as much as possible, but the fact that the filling application surface can be reduced contributes to improving the finish accuracy of the application surface of the block a. The adhesive joint is subjected to the outside half portion of the upper end surface 3 1 of the inner strength portion 3 of the lower block a, the lower end surface 3 2 of the square next to the cutout 5 of the inner strength portion 3 of the upper block a each inward horizontal rest recess h between the upper end surface 3 1 of the inner half portion of the lower block a
And form mortar or concrete as described above. Therefore, the structural calculation of the joint can be performed assuming that the load acts on the entire width of the lower end surface of the inner bearing portion 3. The outer decorative portion 4, since is located below the upper end surface 3 1 of the inner strength portion 3 as described above to the upper end face 4 1 as a downward inclined surface, the outer decorative portion of the upper block a 4 lower end without hanging outside the outer decorative portion 4 of the lower block a, the lower end surface of the upper block a 4 2 of
It is so as to retain the required lateral clearance j (10 mm) between the upper end surface 4 1 of the lower block a. Further, the outer decorative portion 4 is provided between the blocks a adjacent to each other on the left and right.
Between the left and right ends 4 3 , 4 4 of the required vertical gap k (10
mm) is held.
以上述べたところから明らかなように、本発明によれ
ば、荷重を内側耐力部でしっかりと支持することができ
る強固な組積造であって、かつ上下段ブロック間の横向
き隙間と左右ブロック間の縦向き隙間により各ブロック
の回りを空目地とすることによって、立体感及び重厚感
に富むブロック壁体を得ることができる。As is apparent from the above description, according to the present invention, a strong masonry structure capable of firmly supporting a load by the inner load bearing portion, and a lateral gap between the upper and lower blocks and a space between the left and right blocks are provided. By forming an open joint around each block by the vertical gap, it is possible to obtain a block wall body rich in stereoscopic effect and solid feeling.
図面第1図は本発明建築用ブロックの実施例の正面図、
第2図は同上の平面図、第3図は同上の側面図、第4図
は本発明ブロック壁体の構築状況を示す斜視図、第5図
は同上のI−I線断面図である。 a……建築用ブロック、1……フェースシェル、2……
連繋部、3……内側耐力部、31……上端面、32……
下端面、33,34……左右端、4……外側化粧部、4
1……上端面、42……下端面、43,44……左右
端、5……角型横切欠、61,62……角型縦切欠、7
……横筋ストッパ、8……無機質接着剤、b,b′……
縦空洞、c,d……凹溝、e……縦鉄筋、f……横鉄
筋、g……モルタルあるいはコンクリート、h……角型
横切欠、i……角型縦切欠、j……横向き隙間、k……
縦向き隙間。FIG. 1 is a front view of an embodiment of the building block of the present invention,
2 is a plan view of the same as above, FIG. 3 is a side view of the same as above, FIG. 4 is a perspective view showing a construction state of the block wall body of the present invention, and FIG. a: Building block, 1 ... Face shell, 2 ...
Connection part, 3 …… Inner load bearing part, 3 1 …… Upper surface, 3 2 ……
Lower end face 3 3 , 3 4 ... left and right ends 4 ... outer decorative part, 4
1 ...... upper end face, 4 2 ...... lower end face, 4 3 , 4 4 ...... left and right end, 5 ...... square horizontal notch, 6 1 , 6 2 ...... square vertical notch, 7
...... Horizontal stirrup stopper, 8 ...... Inorganic adhesive, b, b '...
Vertical cavity, c, d ... Recessed groove, e ... Vertical rebar, f ... Horizontal rebar, g ... Mortar or concrete, h ... Square horizontal notch, i ... Square vertical notch, j ... Horizontal direction Gap, k ……
Vertical gap.
Claims (4)
側化粧部とからなり、その内側耐力部は、上端面に凹溝
を有し、下端面の内側に角型横切欠を形成するとともに
外側に凹溝を有し、左右端を外側化粧部の左右端より外
方に突出させ、その左右端の内側に角型縦切欠を形成
し、また、外側化粧部は、その上端面を下向きの傾斜面
として内側耐力部の上端面より下方に位置させるととも
に、下端面を内側耐力部の下端面と面一にし、その下端
面に凹溝を形成していることを特徴とする建築用ブロッ
ク。1. Each of the face shells on both sides is composed of an inner bearing portion and an outer decorative portion, and the inner bearing portion has a groove on the upper end surface and a square lateral cutout on the inner side of the lower end surface. It has concave grooves on the outside, the left and right ends project outward from the left and right ends of the outer decorative part, and square vertical notches are formed inside the left and right ends.The outer decorative part has its upper end face facing downward. Is located below the upper end surface of the inner load bearing portion as an inclined surface, and the lower end surface is flush with the lower end surface of the inner load bearing portion, and a groove is formed in the lower end surface. .
備え、その連繋部の上面に横筋ストッパを突設してなる
ことを特徴とする請求項1記載の建築用ブロック。2. The building block according to claim 1, further comprising a connecting portion for connecting the face shells on both sides, and a horizontal streak stopper protruding from the upper surface of the connecting portion.
を、所要の基礎の上において所要の縦鉄筋及び横鉄筋を
通し、かつ、下段のブロックの内側耐力部の上端面の凹
溝を含む外側半部にだけ無機質接着剤を充填塗布してそ
れに上段のブロックの内側耐力部の下端面を合致させ
て、破れ目地あるいはいも目地等所望の積み方で組積み
するとともに、ブロックの両側のフェースシェル間にモ
ルタルあるいはコンクリートを打設充填することを特徴
とするブロック壁体の構築法。3. The building block according to claim 1 or 2, through which required vertical rebars and horizontal rebars are passed on a required foundation, and which includes a groove on the upper end surface of the inner bearing portion of the lower block. Inorganic adhesive is filled and applied only on the outer half, and the lower end surface of the inner bearing portion of the upper block is matched with it, and it is assembled by the desired stacking method such as tear joints or potato joints, and the faces on both sides of the block A method of constructing a block wall characterized by pouring and filling mortar or concrete between shells.
ックの内側耐力部の上端面の凹溝を含む外側半部に施さ
れ、上段のブロックの内側耐力部の下端面の角型横切欠
が各下段のブロックの上端面の内側半部との間に形成し
た内向き横凹処にモルタルあるいはコンクリートが充填
され、上段のブロックの外側化粧部の下端面は下段のブ
ロックの内側耐力部の上端面とほぼ同じ高さにあって上
段のブロックの外側化粧部の下端面と下段のブロックの
外側化粧部の上端面との間に所要の横向き隙間を保持す
るとともに、左右に隣接するブロックの外側化粧部の左
右端面間に所要の縦向き隙間を保持してなることを特徴
とするブロック壁体。4. An adhesive joint made of an inorganic adhesive is applied to an outer half portion including a concave groove on an upper end surface of an inner load bearing portion of a lower block, and a rectangular lateral notch on a lower end surface of an inner load bearing portion of an upper block. Mortar or concrete is filled in the inward lateral recess formed between the inner half of the upper end surface of each lower block, and the lower end surface of the outer decorative part of the upper block is above the inner bearing part of the lower block. At the same height as the end face, a required lateral gap is maintained between the lower end surface of the outer decorative part of the upper block and the upper end surface of the outer decorative part of the lower block, and the outside of the blocks adjacent to the left and right A block wall body characterized by holding a required vertical gap between the left and right end surfaces of the decorative portion.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2117716A JPH0654039B2 (en) | 1990-05-09 | 1990-05-09 | Building block, block wall and its construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2117716A JPH0654039B2 (en) | 1990-05-09 | 1990-05-09 | Building block, block wall and its construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0416643A JPH0416643A (en) | 1992-01-21 |
| JPH0654039B2 true JPH0654039B2 (en) | 1994-07-20 |
Family
ID=14718529
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2117716A Expired - Lifetime JPH0654039B2 (en) | 1990-05-09 | 1990-05-09 | Building block, block wall and its construction method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0654039B2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP5395990B2 (en) * | 2009-02-24 | 2014-01-22 | 東洋工業株式会社 | Masonry block and construction method using the same |
-
1990
- 1990-05-09 JP JP2117716A patent/JPH0654039B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0416643A (en) | 1992-01-21 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US4614071A (en) | Building blocks | |
| US2881614A (en) | Building or construction blocks | |
| US20050284092A1 (en) | Interlocking blocks for construction | |
| JPH0654037B2 (en) | Building block, block wall and its construction method | |
| JPH0654039B2 (en) | Building block, block wall and its construction method | |
| JPH0692681B2 (en) | Block wall and its construction method | |
| US4541213A (en) | Shuttering elements | |
| JP3852161B2 (en) | Earthquake-resistant wall expansion method for existing buildings, earthquake-resistant walls to be added to existing buildings | |
| JPH0529286Y2 (en) | ||
| RU2147650C1 (en) | Multistoried building and method of its erection | |
| JPH0446004Y2 (en) | ||
| JPH0227048Y2 (en) | ||
| JPH0447285Y2 (en) | ||
| JPS6346588Y2 (en) | ||
| JPH0442412Y2 (en) | ||
| JPH0444725Y2 (en) | ||
| JPH07116749B2 (en) | Joint between pillar or beam and wall of semi-precast RC building | |
| JPH0124251Y2 (en) | ||
| JPH0436322Y2 (en) | ||
| JPH0432404Y2 (en) | ||
| JPH04209230A (en) | Block wall and construction method thereof | |
| JP3292700B2 (en) | Building blocks | |
| JP2002121846A (en) | Pile block | |
| JPS5941564A (en) | Arranging of reinforcing wire of wall type reinforced concrete structure | |
| JPS59173440A (en) | Construction of structure |