JPH10231529A - Foundation bed for concrete laying block and stacking construction method for concrete laying block - Google Patents
Foundation bed for concrete laying block and stacking construction method for concrete laying blockInfo
- Publication number
- JPH10231529A JPH10231529A JP9049887A JP4988797A JPH10231529A JP H10231529 A JPH10231529 A JP H10231529A JP 9049887 A JP9049887 A JP 9049887A JP 4988797 A JP4988797 A JP 4988797A JP H10231529 A JPH10231529 A JP H10231529A
- Authority
- JP
- Japan
- Prior art keywords
- concrete
- block
- stacking
- base
- 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.)
- Withdrawn
Links
Landscapes
- Retaining Walls (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、擁壁等に用いられ
るコンクリート積みブロック用基盤及びコンクリート積
みブロックの積み重ね工法に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a concrete block foundation used for retaining walls and the like and a method of stacking concrete blocks.
【0002】[0002]
【従来の技術】従来より道路、河川等の擁壁としてコン
クリート積みブロック(以下積みブロックと云う)が使
用されているが、その造成に際しては先ず穴を掘り、更
にくり石を敷設し、その上に基礎コンクリートを打ち、
土台を形成し、その上に積みブロックを積み重ねて擁壁
を構成しているが、上記のように土台を強固に形成しな
ければならず、その工事に相当の手数と期間を必要とし
た。又、擁壁の法面が傾斜している場合には、その法面
が凹凸なく平坦になるように積みブロックを積み上げる
には、その工事を正確且つ綿密に行わなければならずそ
のため工事に相当の手数と労力を必要とした。2. Description of the Related Art Conventionally, concrete blocks (hereinafter referred to as "stack blocks") have been used as retaining walls for roads, rivers, and the like. Pour foundation concrete into
The base is formed, and the building blocks are stacked on the base to form a retaining wall. However, the base must be firmly formed as described above, and the construction requires a considerable amount of work and time. In addition, when the slope of the retaining wall is inclined, the work must be done accurately and carefully to stack the building blocks so that the slope is flat without unevenness. Labor and effort were required.
【0003】[0003]
【発明が解決しようとする課題】本発明は、上記のよう
な問題点を解決し、土台の形成が素早く形成でき、急場
の擁壁造成に対応でき、積みブロックの積み上げ作業の
簡易化、効率化を図ることを目的とするものである。DISCLOSURE OF THE INVENTION The present invention solves the above-mentioned problems, can quickly form a base, can cope with the construction of an urgent retaining wall, simplifies the work of stacking building blocks, and improves efficiency. The purpose of this is to achieve the conversion.
【0004】[0004]
【課題を解決するための手段】即ち本発明は、コンクリ
ート積みブロックを所望数載置可能に本体を形成し、本
体前部にコンクリート積みブロックの合端の支持面を設
けると共に、本体後部にはコンクリート積みブロックの
後部の載せ部を形成させたことを特徴とし、本体前部
に、コンクリート積みブロックの合端の支持面を設ける
と共に、本体後部にはコンクリート積みブロックの後端
載部を形成させたコンクリート積みブロック用基盤の合
端の支持面に、コンクリート積みブロックの合端を載置
し、更に該コンクリート積みブロックの後端を前記後部
の載せ部に載置してコンクリート積みブロックの第一段
とし、該第一段コンクリート積みブロックの合端上に次
段のコンクリート積みブロックの合端を載置し、以下順
次コンクリート積みブロックを積み重ねるようにしたこ
とを特徴とする。That is, according to the present invention, a main body is formed so that a desired number of concrete stacking blocks can be placed thereon, a support surface at the end of the concrete stacking block is provided at a front portion of the main body, and a rear portion of the main body is provided at a rear portion of the main body. It is characterized in that a mounting portion at the rear of the concrete stacking block is formed, and a support surface at the end of the concrete stacking block is provided at the front of the main body, and a rear end mounting portion of the concrete stacking block is formed at the rear of the main body. The end of the concrete stacking block is placed on the supporting surface of the end of the concrete stacking block base, and the rear end of the concrete stacking block is further placed on the rear mounting portion, thereby forming the first stage of the concrete stacking block. Then, the end of the next-stage concrete stacking block is placed on the end of the first-stage concrete stacking block, and the concrete Characterized in that it was to stack the lock.
【0005】[0005]
【発明の実施の形態】以下、図面により本発明について
説明する。図1は本発明基盤の一実施例斜面図、図2は
本発明基盤の平面図、図3は同側面図、図4、図5夫々
他実施例斜面図、図6は積みブロックを載置した状態を
示す一実施例縦断面図である。1は積みブロック、2は
その表面、3は該表面2の周囲で相互に接する合端(あ
いば)、4は該積みブロック1の後部である。又5は基
盤で、四側の枠6,6,…と底面61により積みブロッ
ク1を適宜数並列載置出来る大きさに長方形に形成して
あるが、これに限らず枠体だけでもよく、或いは又後述
の積みブロック1の合端3の支持面8、後部4の載せ部
9があれば形態は問わない。7は基盤5に設けた凹陥
部、8は該凹陥部7の前端に設けた積みブロック1の合
端3の支持面、10は基盤5の上面である。合端3の支
持面8は、前面の枠6に連接して設けるか、該枠6上に
一体的に設けてもよく、積みブロック1の傾斜角度に応
じて後述の如く変化させる。載せ部9は後部の枠6と連
接するか枠6上に設けてもよい。又、その面は水平で
も、後部4の傾斜に合せてもよい。支持面8も載せ部9
も基盤5の長さと同じ一連に形成されるのがよいが、積
みブロック1を支持できれば断続的に形成してもよい。
11,11,…は必要に応じ軽量化のため基盤5の底面
61に設けた穴である。必要に応じて薄く形成し、所望
時貫通するようにしてもよい。12,12,…は基盤5
に適宜の間隔で複数個設けた補強材で、その中で通常4
ヶ所の吊上用インサート13,13,…を設けておく。
14,15,16は枠6を貫通し、或いはそこに薄く形
成した窓部で、必要に応じ破壊して透孔とする。17は
基盤5,5を連結するために必要に応じて着脱自在と
し、或いは基盤5から張出した接続片で、例えばコ字状
片による跨座や平板による止着等が出来る。18はくり
石、19は基盤5の下方に必要時敷設する基礎枠であ
る。DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described below with reference to the drawings. 1 is a perspective view of an embodiment of the base of the present invention, FIG. 2 is a plan view of the base of the present invention, FIG. 3 is a side view of the base of the present invention, FIG. 4 and FIG. FIG. 3 is a longitudinal sectional view of one embodiment showing the state in which the state of FIG. 1 is a building block, 2 is a surface thereof, 3 is an end which contacts each other around the surface 2, and 4 is a rear part of the building block 1 . Reference numeral 5 denotes a base, which is formed in a rectangular shape by the four frames 6, 6,... And the bottom surface 61 so that the stacking blocks 1 can be appropriately mounted in parallel. However, the present invention is not limited to this. Alternatively, the form is not limited as long as there is a support surface 8 at the end 3 of the stacking block 1 described later and a mounting portion 9 at the rear portion 4. Reference numeral 7 denotes a recess provided in the base 5 , 8 denotes a support surface of the mating end 3 of the stacking block 1 provided at the front end of the recess 7, and 10 denotes an upper surface of the base 5 . The support surface 8 of the joint end 3 may be provided so as to be continuous with the front frame 6 or may be provided integrally on the frame 6, and is changed according to the inclination angle of the stacking block 1 as described later. The mounting portion 9 may be connected to the rear frame 6 or provided on the frame 6. Further, the surface may be horizontal or may be adjusted to the inclination of the rear portion 4. Supporting surface 8 also rests 9
Although it is preferable that the stack is formed in the same series as the length of the base 5 , it may be formed intermittently as long as the stack block 1 can be supported.
Are holes provided in the bottom surface 61 of the base 5 for weight reduction as needed. It may be formed as thin as necessary and penetrated when desired. 12, 12, ... is the base 5
A plurality of reinforcing materials provided at appropriate intervals, usually 4
.. Are provided.
Reference numerals 14, 15, and 16 denote windows which penetrate the frame 6 or are formed thin therethrough, and are broken if necessary to form through holes. Reference numeral 17 denotes a connecting piece extending from the base 5 so as to be detachable as required for connecting the bases 5 and 5 , for example, a straddle by a U-shaped piece, a fastening by a flat plate, and the like. Reference numeral 18 denotes a cobblestone, and 19 denotes a foundation frame to be laid below the base 5 when necessary.
【0006】本発明は、上記のような構成からなるの
で、擁壁として積みブロックを積み上げるには、先ず必
要な穴を堀、必要に応じ、くり石18を敷設する等設置
個所の地盤を整えた後、基盤5を設置する。この際、地
盤上に基礎コンクリートを打つことは推奨される。該基
盤5,5,…を所望長並列設置する。必要時、地盤或い
は基礎コンクリート上に基礎枠19を1個乃至複数個積
層敷設する。地盤又は基礎コンクリート或いは基礎枠1
9の上に基盤5を積層する。この際、基礎枠19,1
9,…は相隣る枠6のその窓191,191を鉄筋等を
挿通して連繋を強化させることは推奨される。同様に相
隣る基盤5,5,…も接続片17,17,…により接続
したり、窓部14,15,16を破壊して形成した透孔
に鉄筋等連接材を用いて連繋させることは推奨される。
該基盤5上に積みブロック1を載置し、該積みブロック
1の合端3を基盤5の前部に設けた支持面8上に載置さ
せ、一方積みブロック1の後部4を載せ部9に載置させ
ると、該積みブロック1は基盤5上に固定される。同様
に該積みブロック1の隣に他の積みブロック1を両者の
合端3,3が接するように基盤5上に載置して行く。一
段目の積みブロック1,1,…を積み、該積みブロック
1,1,…の上に次段の積みブロック1を積み重ね、以
後、所要段数積み重ねて擁壁を造成する。又、二段目以
降の積みブロック1,1,…の後部4は、地盤の後背部
や、そこに積んだくり石18にもたせ掛ける。或いは必
要に応じて設置する後部4を支える裏込板に押当てる。
次いで、後部4は後背部やくり石18との間に投入され
る土砂に埋設させる。Since the present invention is constructed as described above, in order to pile up a stacking block as a retaining wall, first, a necessary hole is dug, and if necessary, a ground 18 is laid and ground is prepared. After that, the base 5 is set. At this time, it is recommended to put foundation concrete on the ground. The bases 5, 5,... Are arranged in a desired length in parallel. When necessary, one or more foundation frames 19 are laid on the ground or foundation concrete. Ground or foundation concrete or foundation frame 1
The substrate 5 is laminated on the substrate 9. At this time, the basic frame 19, 1
It is recommended that the connection between the windows 191 and 191 of the adjacent frame 6 be strengthened by inserting a reinforcing bar or the like. Similarly, adjacent substrates 5, 5,... Are connected by connecting pieces 17, 17,..., And are connected to through holes formed by destroying windows 14, 15, 16 using connecting members such as reinforcing bars. Is recommended.
The stacking block 1 is placed on the base 5 and the stacking block 1
When the end 3 of the stack 1 is placed on the support surface 8 provided at the front of the base 5 , while the rear 4 of the stack 1 is placed on the mount 9, the stack 1 is fixed on the base 5. Is done. Similarly going to put on foundation 5 as another stacked blocks 1 both engagement ends 3,3 adjacent to the laminate seen blocks 1 are in contact. The first-stage stacking blocks 1 , 1 ,.
The stacking block 1 of the next stage is stacked on 1 , 1 ,..., And thereafter, the required number of stages are stacked to form a retaining wall. Further, the rear part 4 of the second and subsequent stacking blocks 1, 1,... Alternatively, it is pressed against a backing plate supporting the rear part 4 to be installed as necessary.
Next, the rear part 4 is buried in earth and sand introduced between the rear part and the quarry 18.
【0007】このとき本発明においては、基盤5上に積
み重ねる積みブロック1の勾配に応じて、基盤5に設け
た合端3の支持面8の勾配及び水平面10の高さを決定
する。即ち、積みブロック1を積み重ねて擁壁を造成す
る場合における積みブロック1の勾配を、垂直(勾配
0)、2分勾配〔(積みブロック1の高さ30.3cm
(1尺)に対して7.837cm(2分)の勾配をつけ
る。〕、3分勾配〔(積みブロック1の高さ30.3c
m(1尺)に対して11.811cm(3分)の勾配を
つける。〕、4分勾配〔(積みブロック1の高さ30.
3cm(1尺)に対して15.748cm(4分)の勾
配をつける。〕等が行われている。従って、このときの
垂直線に対する傾斜角は、夫々0°、約15°、約22
°、約29°となる。そこで、前記積みブロック1の合
端3の支持面8の勾配の角度は垂直面に対して(90°
+α)、即ち夫々90°、105°、112°、119
°となる。一方、水平面から直立する斜面の勾配の角度
は、垂直面に対して(90°−α)、即ち夫々90°、
75°、68°、61°となる。従って、同時に積みブ
ロック1の後部4の載せ部9の高さも決定される。[0007] In the present invention this time, depending on the slope of the loading block 1 stacked on the base 5, to determine the height of the slope and the horizontal surface 10 of the support surface 8 of the case end 3 provided the foundation 5. That is, when building blocks 1 are stacked to form a retaining wall, the slope of the building block 1 is set to a vertical (gradient 0), a 2-minute gradient [(the height of the stacking block 1 is 30.3 cm.
A slope of 7.837 cm (2 minutes) is applied to (one scale). ], 3 minute gradient [(30.3c height of stacking block 1 )
A gradient of 11.811 cm (3 minutes) is applied to m (one scale). ], 4 min gradient [(loading block 1 height 30.
A gradient of 15.748 cm (4 minutes) is applied to 3 cm (one foot). ] Etc. are performed. Accordingly, the inclination angles with respect to the vertical line at this time are 0 °, about 15 °, and about 22 °, respectively.
°, about 29 °. Therefore, the angle of the inclination of the support surface 8 at the end 3 of the stacking block 1 is (90 ° with respect to the vertical plane).
+ Α), that is, 90 °, 105 °, 112 °, and 119, respectively.
°. On the other hand, the angle of the slope of the slope rising from the horizontal plane is (90 ° −α) with respect to the vertical plane, that is, 90 °, respectively.
75 °, 68 ° and 61 °. Therefore, at the same time, the height of the mounting portion 9 of the rear portion 4 of the stacking block 1 is determined.
【0008】この様に、基盤5に設けた積みブロック1
の合端3の支持面8の勾配を前記の値に形成した基盤
5,5,…を、施工個所において、接続片17により所
要の長さに連結し、更に、必要に応じ枠6の窓部14,
15,16を破壊して透孔とし、そこに鉄筋20,2
0,…を挿通し、相隣る、又は連接する基盤5,5,…
の連結を強化する。地盤、基礎枠19等上に積層した
後、前記のように積みブロック1を順次該基盤5上に積
み上げれば、該積みブロック1を所定の勾配で擁壁とし
て造成することが出来る。As described above, the stacking block 1 provided on the base 5
A base in which the slope of the support surface 8 of the joint 3 of the above is formed to the above value.
5, 5, ... to at construction places, connecting piece 17 by connecting the required length, further, the window portion 14 of the necessary frame 6,
15 and 16 were destroyed to make through holes, and there were reinforcing bars 20 and 2
0, ..., adjacent or connected bases 5 , 5 , 5 , ...
Strengthen the connection. Ground, after laminating on a base frame 19 or the like, if Tsumiagere on sequentially base plate 5 stacked block 1 as described above, can be reclamation as retaining walls to laminate viewed block 1 at a predetermined gradient.
【0009】次に、本発明における基盤5の一例の寸法
を示す。横幅45〜55cm、長さ220cm、高さ2
5cm、前部の長さ10cm、下向き傾斜面7〜10c
m、凹陥部の深さ5〜10cm程度(但し、壁の高さが
高くなった場合は15〜25cm程度)である。Next, the dimensions of an example of the base 5 in the present invention will be described. Width 45-55cm, length 220cm, height 2
5cm, front length 10cm, downward slope 7-10c
m, the depth of the recess is about 5 to 10 cm (however, when the height of the wall is increased, about 15 to 25 cm).
【0010】[0010]
【発明の効果】上記の如き本発明によれば、予め形成さ
れる基盤の使用により、河川等を含めて広範囲で使用で
き、従来のようにコンクリート工事の如き基礎基盤の形
成に時間がかからず、且つ作業が機械化され易く、工期
の短縮が図られ、雨天等水害予防に素早く対応できる。
又、基盤の標準化、規格化が可能となり、基盤は勿論の
こと、コンクリート積みブロックの擁壁の強度と均一性
の確保が行われる他、作業の機械化と相俟って作業人員
の削減や作業員の安全性の確保が図れる。更に、使用す
る積みブロックの形状及び寸法に応じて基礎の諸元を決
定することが出来るので、現場の状況に容易に適応させ
ることが出来る。According to the present invention as described above, by using a preformed base, it can be used in a wide range including rivers and the like, and it takes a long time to form a base base as in the conventional construction. In addition, the work is easy to be mechanized, the construction period is shortened, and it is possible to quickly cope with flood damage prevention such as rainy weather.
In addition, the standardization and standardization of the base can be achieved, and not only the base but also the strength and uniformity of the retaining wall of the concrete building block can be ensured. The safety of members can be ensured. Further, since the specifications of the foundation can be determined according to the shape and dimensions of the building block to be used, it can be easily adapted to the situation at the site.
【図1】本発明基盤の一実施例斜面図FIG. 1 is a perspective view of an embodiment of the present invention;
【図2】同上の平面図FIG. 2 is a plan view of the above.
【図3】同上の側面図FIG. 3 is a side view of the above.
【図4】本発明基盤の他実施例斜面図FIG. 4 is a perspective view of another embodiment of the base of the present invention.
【図5】本発明基盤の他実施例斜面図FIG. 5 is a perspective view of another embodiment of the base of the present invention.
【図6】積みブロックを載置した状態を示す一実施例縦
断面図FIG. 6 is a longitudinal sectional view of one embodiment showing a state where a stacking block is placed.
【図7】積みブロック傾斜に応じた支持面の傾斜説明図FIG. 7 is an explanatory view of the inclination of the support surface according to the inclination of the stacking block.
【符号の説明】1 積みブロック 2 表面 3 合端 4 後部5 基盤 6 枠 61 底面 7 凹陥部 8 支持面 9 載せ部 10 上面 11 穴 12 補強材 13 吊上用インサート 14 窓部 15 窓部 16 窓部 17 接続片 18 くり石 19 基礎枠 20 鉄筋[Description of Signs] 1 Stacking Block 2 Surface 3 End 4 Back 5 Base 6 Frame 61 Bottom 7 Depression 8 Supporting Surface 9 Placement 10 Top 11 Hole 12 Reinforcement 13 Lifting Insert 14 Window 15 Window 16 Window Part 17 Connecting piece 18 Cobblestone 19 Base frame 20 Reinforcing bar
Claims (5)
能に本体を形成し、本体前部にコンクリート積みブロッ
クの合端の支持面を設けると共に、本体後部にはコンク
リート積みブロックの後部の載せ部を形成させたことを
特徴とするコンクリート積みブロック用基盤。A main body is formed so that a desired number of concrete stacking blocks can be placed thereon, a support surface at the end of the concrete stacking block is provided at a front portion of the main body, and a mounting portion at a rear portion of the concrete stacking block is provided at a rear portion of the main body. A base for a concrete block, characterized by being formed.
角度に対応して、コンクリート積みブロックの合端の支
持面の勾配と、コンクリート積みブロックの後部の載せ
部の高さとを形成することを特徴とする請求項1に記載
のコンクリート積みブロック用基盤。2. The method according to claim 1, wherein the inclination of the support surface at the end of the concrete block and the height of the mounting portion at the rear of the concrete block are formed in accordance with the stacking angle of the concrete block. Item 4. The concrete block foundation according to Item 1.
毎に複数個の補強材を設けたことを特徴とする請求項1
及び請求項2に記載のコンクリート積みブロック用基
盤。3. A method according to claim 1, wherein a plurality of reinforcing members are provided in a lateral direction for each width of the concrete building block.
And a base for a concrete building block according to claim 2.
合端の支持面を設けると共に、本体後部にはコンクリー
ト積みブロックの後部の載せ部を形成させたコンクリー
ト積みブロック用基盤の合端の支持面に、コンクリート
積みブロックの合端を載置し、更に該コンクリート積み
ブロックの後端を前記後部の載せ部に載置してコンクリ
ート積みブロックの第一段とし、該第一段コンクリート
積みブロックの合端上に次段のコンクリート積みブロッ
クの合端を載置し、以下順次コンクリート積みブロック
を積み重ねるようにしたことを特徴とするコンクリート
積みブロックの積み重ね工法。4. A support surface at the end of a concrete stacking block base having a front end portion provided with a support surface at the end of the concrete stacking block and a rear end portion formed with a mounting portion at the rear end of the concrete stacking block. The concrete block is placed at the end thereof, and the rear end of the concrete block is placed on the rear mounting portion to form the first stage of the concrete block. A method for stacking concrete blocks, wherein the end of the next concrete block is placed on top, and the concrete blocks are stacked one after another.
ク用基盤の下部に一個乃至複数個の基礎枠を積層するこ
とを特徴とする請求項4に記載のコンクリート積みブロ
ックの積み重ね工法。5. The method of stacking concrete blocks according to claim 4, wherein one or more foundation frames are laminated under the base for concrete blocks according to claim 1.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP9049887A JPH10231529A (en) | 1997-02-18 | 1997-02-18 | Foundation bed for concrete laying block and stacking construction method for concrete laying block |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP9049887A JPH10231529A (en) | 1997-02-18 | 1997-02-18 | Foundation bed for concrete laying block and stacking construction method for concrete laying block |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH10231529A true JPH10231529A (en) | 1998-09-02 |
Family
ID=12843556
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP9049887A Withdrawn JPH10231529A (en) | 1997-02-18 | 1997-02-18 | Foundation bed for concrete laying block and stacking construction method for concrete laying block |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH10231529A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2009256901A (en) * | 2008-04-14 | 2009-11-05 | Ibigawa Concrete Kogyo Kk | Concrete block for constructing foundation |
CN111021387A (en) * | 2019-12-06 | 2020-04-17 | 中铁城建集团有限公司 | Method for quickly constructing foundation moulding bed |
-
1997
- 1997-02-18 JP JP9049887A patent/JPH10231529A/en not_active Withdrawn
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2009256901A (en) * | 2008-04-14 | 2009-11-05 | Ibigawa Concrete Kogyo Kk | Concrete block for constructing foundation |
CN111021387A (en) * | 2019-12-06 | 2020-04-17 | 中铁城建集团有限公司 | Method for quickly constructing foundation moulding bed |
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Legal Events
Date | Code | Title | Description |
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A300 | Withdrawal of application because of no request for examination |
Free format text: JAPANESE INTERMEDIATE CODE: A300 Effective date: 20040511 |