JPH0461140B2 - - Google Patents
Info
- Publication number
- JPH0461140B2 JPH0461140B2 JP57234335A JP23433582A JPH0461140B2 JP H0461140 B2 JPH0461140 B2 JP H0461140B2 JP 57234335 A JP57234335 A JP 57234335A JP 23433582 A JP23433582 A JP 23433582A JP H0461140 B2 JPH0461140 B2 JP H0461140B2
- Authority
- JP
- Japan
- Prior art keywords
- plate
- metal connecting
- connecting rods
- cement
- concrete
- 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
- 239000004567 concrete Substances 0.000 claims description 34
- 239000002184 metal Substances 0.000 claims description 20
- 239000004568 cement Substances 0.000 claims description 15
- 230000003014 reinforcing effect Effects 0.000 claims description 10
- 239000000853 adhesive Substances 0.000 claims description 9
- 230000001070 adhesive effect Effects 0.000 claims description 9
- 238000004519 manufacturing process Methods 0.000 claims description 9
- 238000009415 formwork Methods 0.000 claims description 6
- 239000004570 mortar (masonry) Substances 0.000 claims description 6
- 239000011347 resin Substances 0.000 claims description 6
- 229920005989 resin Polymers 0.000 claims description 6
- 239000011150 reinforced concrete Substances 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 2
- 238000000465 moulding Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
Description
【発明の詳細な説明】
本発明は、組立てコンクリートブロツクを用い
た鉄筋コンクリート造りの板状部材の製造工法に
関する。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for manufacturing a plate-like member made of reinforced concrete using prefabricated concrete blocks.
最近、鉄筋コンクリートの板状部材を製造する
際に、コンクリートブロツクを型枠として使用す
る工法が増加しつつある。しかしながら、これら
板状部材に使用されるコンクリートブロツクは、
全て四辺形の板状体とそれを連結する連結板とが
一体に形成されたものであつた。これら従来のコ
ンクリートブロツクを利用した板状部材の製造に
おいては、コンクリートブロツクの連結板につい
て一定の強度が要求されるため、その切欠き部分
を極端に大きくし、セメントコンクリートの充填
を緻密で均質なものにすることは困難であつた。
また、従来のコンクリートブロツクにおいては板
状体とそれを連結する連結板とが一体に成形され
ているため、成形後の脱型の段階における変形や
破損が生じたり、運搬の際の破損も多く発生し
た。 BACKGROUND ART Recently, construction methods that use concrete blocks as formwork have been increasing in the production of reinforced concrete plate members. However, the concrete blocks used for these plate-like members are
All of them were integrally formed of quadrilateral plate-like bodies and connecting plates that connected them. In manufacturing plate-shaped members using these conventional concrete blocks, a certain level of strength is required for the connecting plates of the concrete blocks, so the notches are made extremely large and the cement concrete filling is dense and homogeneous. It was difficult to make it a reality.
In addition, in conventional concrete blocks, the plate-shaped bodies and the connecting plates that connect them are integrally molded, so deformation and damage occur during the demolding stage after molding, and there are many cases of damage during transportation. Occurred.
本発明の製造工法は、従来困難であつた緻密で
均質なセメントコンクリートの充填を可能とする
強度な板状部材を提供するものである。 The manufacturing method of the present invention provides a strong plate-like member that can be filled with dense and homogeneous cement concrete, which has been difficult in the past.
2枚の平行四辺形の板状体とそれを連結する金
属性連結棒とからなり、板状体はその中央部の内
面に夫々嵌合溝を具備する連結部を有する数個の
凸部を凸設し、金属性連結棒の両端側を上記板状
体の連結部にさし込み連結すると共に、接着剤に
て接合し、中央部に上記金属性連結棒をバランス
よく配置した組立てコンクリートブロツクを作製
し、それを基礎上に無収縮セメント系接着剤又は
樹脂モルタルを用いて接合し、順次垂直及び横方
向に組積みを行ないながら補強鉄筋を配筋すると
共に、上記無収縮セメント系接着剤又は樹脂モル
タルからなる接合目地の強度が型枠として必要強
度に達したとき、膨脹セメントコンクリートを組
積みの上部より打ち込み充填することを特徴とす
る組立てコンクリートブロツクを用いた板状部材
の製造工法。 It consists of two parallelogram plate-like bodies and a metal connecting rod that connects them, and the plate-like body has several protrusions on the inner surface of its central part, each having a connecting part with a fitting groove. An assembled concrete block in which both ends of the metal connecting rods are inserted into the connecting portions of the plate-shaped bodies to connect them, and are joined with adhesive, and the metal connecting rods are arranged in a well-balanced manner in the center. This is then bonded to the foundation using a non-shrinkage cement adhesive or resin mortar, and reinforcing reinforcing bars are placed while masonry is sequentially carried out vertically and laterally. Or, when the strength of the joint made of resin mortar reaches the strength required for the formwork, expanded cement concrete is poured and filled from the top of the masonry, using prefabricated concrete blocks.
次に本発明を図面について説明すれば、第1図
は本発明の組立てコンクリートブロツクの組立て
終了時の一実施例を示す斜視図である。この組立
てコンクリートブロツクは、2枚の平行四辺形の
板状体1のそれぞれ内面に凸部2を板状体1と一
体に凸設成形し、凸部2には金属性連結棒4の両
端側と連結する連結部3を備える。板状体1と金
属性連結棒4の連結に際しては、例えば上記連結
部3に金属性連結棒4の端部と嵌合する嵌合溝を
凹設し、金属性連結棒4の端部が連結部3から容
易に脱落しないことが必要であると共に、コンク
リートブロツクの中央部に上記金属性連結棒をバ
ランスよく設置することが要件である。 Next, the present invention will be explained with reference to the drawings. Fig. 1 is a perspective view showing an embodiment of the prefabricated concrete block of the present invention at the time of completion of assembly. This prefabricated concrete block has two parallelogram plate bodies 1 each having a convex part 2 formed integrally with the inner surface of the plate body 1, and a metal connecting rod 4 on both ends of the convex part 2. It is provided with a connecting part 3 that connects with. When connecting the plate-shaped body 1 and the metal connecting rod 4, for example, a fitting groove for fitting the end of the metal connecting rod 4 is provided in the connecting portion 3, so that the end of the metal connecting rod 4 is connected. It is necessary that the metal connecting rod does not easily fall off from the connecting portion 3, and it is also necessary that the metal connecting rod be installed in a well-balanced manner in the center of the concrete block.
板状体1と金属性連結棒4とを連結した後、接
着剤により接合せしめることによつて、組立てコ
ンクリートブロツクは完成する。この接着剤の使
用は、連結部3をより強度にするために行なうも
のである。 After connecting the plate-shaped body 1 and the metal connecting rod 4, the assembled concrete block is completed by joining them with adhesive. This adhesive is used to strengthen the connecting portion 3.
第2図は本発明の製造工法により作製された板
状部材の一実施例を示す断面図である。すなわ
ち、組立てコンクリートブロツクの作製が完成し
たら、それらを基礎5上に無収縮セメント系接着
剤又は樹脂モルタル6を用いて接合し、順次垂直
及び横方向に組積みを行ないながら補強鉄筋7を
配筋する。組立てコンクリートブロツクの接合目
地の強度が型枠としての必要強度に達したとき、
膨張セメントコンクリート8を組積みの上部より
打ち込み充填する。膨張セメントコンクリート8
を打ち込み充填する際、組立てコンクリートブロ
ツクで形成された型枠の内部は上記組立てコンク
リートブロツクの金属性連結棒4と補強鉄筋7の
配筋のみからなるものであるから、ほとんど中空
の状態であり、膨張セメントコンクリート8は型
枠内の隅々まで一様に充填されるため、一般の鉄
筋コンクリート造りのものと同様な均質な品質の
板状部材を製造することができる。 FIG. 2 is a sectional view showing an embodiment of a plate-shaped member manufactured by the manufacturing method of the present invention. That is, once the fabrication of the prefabricated concrete blocks is completed, they are joined onto the foundation 5 using non-shrinkage cement adhesive or resin mortar 6, and reinforcing reinforcing bars 7 are arranged while masonry is sequentially carried out vertically and laterally. do. When the strength of the joints of assembled concrete blocks reaches the strength required for formwork,
Expanded cement concrete 8 is poured and filled from the top of the masonry. expanded cement concrete 8
When pouring and filling, the inside of the formwork formed by the prefabricated concrete blocks is almost hollow because it consists only of the metal connecting rods 4 and reinforcing bars 7 of the prefabricated concrete blocks. Since the expanded cement concrete 8 is uniformly filled into every corner of the formwork, it is possible to manufacture a plate-like member of uniform quality similar to that made of general reinforced concrete.
本発明は以上の構成よりなるものであるから、
板状部材の製造に際して、補強用鉄筋の自由度が
増加して構造強度が著しく改善されると同時に、
組立てコンクリートブロツクに金属性連結棒を使
用したことから、従来のコンクリートブロツクに
比べその引張強度が50%程度向上するため、板状
部材の破損は極減される。 Since the present invention has the above configuration,
When manufacturing plate-shaped members, the degree of freedom of reinforcing reinforcing bars increases and the structural strength is significantly improved.
The use of metal connecting rods in the prefabricated concrete blocks increases the tensile strength by approximately 50% compared to conventional concrete blocks, which greatly reduces the chance of damage to the plate-shaped members.
さらに、コンクリートブロツクの中央部に金属
性連結部がバランスよく設立されているので、膨
脹セメントコンクリートを打ち込んだ場合、一様
に圧がかかるので側圧の問題は全くなく、安定性
がある。 Furthermore, since the metal connection part is well-balanced in the center of the concrete block, when the expanded cement concrete is poured, pressure is uniformly applied, so there is no problem of lateral pressure, and stability is achieved.
その上、本発明の組立てコンクリートブロツク
は板状部材の施行の際に施行現場で組立てが容易
に行なえるものであるから、運搬工程ではそれを
各構成部品毎に分解し運搬できるため運搬効率は
増強する。また、板状体の表面加工も容易であ
り、金属性連結棒の長さを適当に変えることによ
つて、数種の組立てコンクリートブロツクを作製
することが可能であるため、一般の鉄筋コンクリ
ート造りの工法と比較して経済的であり、省力化
の点で優れている。 Furthermore, since the prefabricated concrete block of the present invention can be easily assembled at the construction site when the plate-shaped member is being constructed, it is possible to disassemble and transport each component during the transportation process, which improves transportation efficiency. Strengthen. In addition, surface processing of the plate-shaped body is easy, and several types of prefabricated concrete blocks can be produced by appropriately changing the length of the metal connecting rods, making it possible to create concrete blocks that are not normally constructed using reinforced concrete. It is more economical and superior in terms of labor saving compared to construction methods.
第1図は本発明の組立てコンクリートブロツク
の一実施例を示す斜視図であり、第2図は、製造
された板状部材の一実施例を示す断面図である。
1……板状体、2……凸部、3……連結部、4
……金属性連結棒、5……基礎、6……無収縮セ
メント系接着剤又は樹脂モルタル、7……補強鉄
筋、8……膨張セメントコンクリート。
FIG. 1 is a perspective view showing one embodiment of the prefabricated concrete block of the present invention, and FIG. 2 is a sectional view showing one embodiment of the manufactured plate member. DESCRIPTION OF SYMBOLS 1... Plate-shaped body, 2... Convex part, 3... Connecting part, 4
...Metal connecting rod, 5...Foundation, 6...Non-shrinkage cement adhesive or resin mortar, 7...Reinforcement reinforcing bar, 8...Expansible cement concrete.
Claims (1)
金属性連結棒とからなり、板状体はその中央部の
内面に夫々嵌合溝を具備する連結部を有する数個
の凸部を凸設し、金属性連結棒の両端側を上記板
状体の連結部にさし込み連結すると共に、接着剤
にて接合し、中央部に上記金属性連結棒をバラン
スよく配置した組立てコンクリートブロツクを作
製し、それを基礎上に無収縮セメント系接着剤又
は樹脂モルタルを用いて接合し、順次垂直及び横
方向に組積みを行ないながら補強鉄筋を配筋する
と共に、上記無収縮セメント系接着剤又は樹脂モ
ルタルからなる接合目地の強度が型枠として必要
強度に達したとき、膨脹セメントコンクリートを
組積みの上部より打ち込み充填することを特徴と
する組立てコンクリートブロツクを用いた板状部
材の製造工法。1 Consists of two parallelogram plate-like bodies and a metal connecting rod connecting them, and the plate-like body has several convex parts each having a connecting part with a fitting groove on the inner surface of the central part. Prefabricated concrete in which the metal connecting rods are provided in a protruding manner, both ends of the metal connecting rods are inserted into the connecting parts of the plate-shaped bodies, and the metal connecting rods are connected with adhesive, and the metal connecting rods are arranged in a well-balanced manner in the center. A block is made, and it is bonded to the foundation using non-shrinkage cement adhesive or resin mortar, and reinforcing reinforcing bars are placed while masonry is sequentially carried out vertically and laterally, and the above-mentioned non-shrinkage cement adhesive is used. A manufacturing method for plate-like members using prefabricated concrete blocks characterized by pouring and filling expanded cement concrete from the top of the masonry when the strength of joints made of cement or resin mortar reaches the strength required for formwork. .
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP57234335A JPS59118948A (en) | 1982-12-24 | 1982-12-24 | Production of plate member using assembled concrete block |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP57234335A JPS59118948A (en) | 1982-12-24 | 1982-12-24 | Production of plate member using assembled concrete block |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS59118948A JPS59118948A (en) | 1984-07-09 |
JPH0461140B2 true JPH0461140B2 (en) | 1992-09-30 |
Family
ID=16969377
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP57234335A Granted JPS59118948A (en) | 1982-12-24 | 1982-12-24 | Production of plate member using assembled concrete block |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS59118948A (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP6100409B1 (en) * | 2016-01-28 | 2017-03-22 | 丸栄コンクリート工業株式会社 | Concrete wall construction |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5389708U (en) * | 1976-12-24 | 1978-07-22 |
-
1982
- 1982-12-24 JP JP57234335A patent/JPS59118948A/en active Granted
Also Published As
Publication number | Publication date |
---|---|
JPS59118948A (en) | 1984-07-09 |
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