JPH0244963B2 - - Google Patents

Info

Publication number
JPH0244963B2
JPH0244963B2 JP59216944A JP21694484A JPH0244963B2 JP H0244963 B2 JPH0244963 B2 JP H0244963B2 JP 59216944 A JP59216944 A JP 59216944A JP 21694484 A JP21694484 A JP 21694484A JP H0244963 B2 JPH0244963 B2 JP H0244963B2
Authority
JP
Japan
Prior art keywords
block
connecting member
connector
recess
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
Application number
JP59216944A
Other languages
Japanese (ja)
Other versions
JPS6195129A (en
Inventor
Kojiro Juki
Yoshitate Watanabe
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.)
Asahi Concrete Works Co Ltd
Original Assignee
Asahi Concrete Works Co Ltd
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 Asahi Concrete Works Co Ltd filed Critical Asahi Concrete Works Co Ltd
Priority to JP59216944A priority Critical patent/JPS6195129A/en
Publication of JPS6195129A publication Critical patent/JPS6195129A/en
Publication of JPH0244963B2 publication Critical patent/JPH0244963B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/12Manhole shafts; Other inspection or access chambers; Accessories therefor

Landscapes

  • Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
  • Joining Of Building Structures In Genera (AREA)

Description

【発明の詳細な説明】 a 産業上の利用分野 本発明は、コンクリート構築物の接合構造に関
する。
DETAILED DESCRIPTION OF THE INVENTION a. Field of Industrial Application The present invention relates to a joint structure for concrete structures.

マンホールの構築に際しては、通常、く体ブロ
ツク、直壁ブロツク、斜壁ブロツク等の複数のコ
ンクリートブロツクを積み重ねて構築する。
When constructing a manhole, it is usually constructed by stacking a plurality of concrete blocks such as frame blocks, straight wall blocks, and slant wall blocks.

本発明は、このようなコンクリート構築物の接
合構造に関する。
The present invention relates to a joint structure for such a concrete construction.

b 従来の技術 一般に、この種のマンホールは、掘削した地盤
の底部に栗石基礎等を打設し、この基礎上に底版
ブロツクを敷設し、この底版ブロツク上に、く体
ブロツク、直壁ブロツク、斜壁ブロツク等の複数
のコンクリート製ブロツクを順次積み重ねて構築
され、しかる後、上記ブロツクの周囲を土に埋戻
して使用される。
b. Prior art Generally, this type of manhole is constructed by placing a chestnut foundation or the like at the bottom of excavated ground, laying a bottom slab block on top of this foundation, and placing a wall block, straight wall block, etc. on top of this bottom slab block. It is constructed by sequentially stacking a plurality of concrete blocks such as sloping wall blocks, and is then used by backfilling the periphery of the blocks with soil.

ところが、近時の埋戻し作業はブルドーザ等の
重機を用いて行なわれるため、作業中、積み上げ
たブロツクに偏土圧が作用し易い。そのため、上
記各ブロツク同士を強固に接合しておかないと埋
戻し作業中に各ブロツク間にずれが生じるという
問題がある。
However, recent backfilling work is carried out using heavy machinery such as bulldozers, so uneven earth pressure tends to act on the stacked blocks during the work. Therefore, unless the blocks are firmly joined to each other, there is a problem that the blocks may become misaligned during backfilling work.

そこで、第5図および第6図で示すような構築
方法を開発した。これは、互いに積層されるコン
クリートブロツク100,101の下側ブロツク
100の上面に、内周面に雌ネジを刻設したコネ
クター102を埋設しておき、一方、上側ブロツ
ク101の下面に側面が開口したボツクス状の連
結金具103を埋設しておく。この連結金具10
3の底面には、孔103aが設けられている。
Therefore, we developed a construction method as shown in Figures 5 and 6. This is done by embedding a connector 102 with a female thread on the inner peripheral surface in the upper surface of the lower block 100 of the concrete blocks 100 and 101 that are stacked on top of each other, and on the other hand, the lower surface of the upper block 101 has an open side. A box-shaped connecting fitting 103 is buried therein. This connecting fitting 10
A hole 103a is provided in the bottom surface of 3.

そして、コンクリートブロツク100,101
相互を接合する場合には、コネクター102にボ
ルト104の下端部を螺合させておき、このボル
ト104の頭部が孔103aに合致するようにし
て上側ブロツク101を積み上げる。次に、連結
金具103の内部から二股のワツシヤ105をボ
ルト104の頭部に嵌めて、ボルト104を締め
上げる。そして、最後に連結金具103の内部に
モルタルを充填して仕上げている。
And concrete blocks 100, 101
When joining each other, the lower end of a bolt 104 is screwed into the connector 102, and the upper blocks 101 are stacked so that the head of the bolt 104 matches the hole 103a. Next, the two-pronged washer 105 is fitted onto the head of the bolt 104 from inside the connecting fitting 103, and the bolt 104 is tightened. Finally, the inside of the connecting fitting 103 is filled with mortar for finishing.

c 発明が解決しようとする問題点 しかしながら、上記のような先行技術による
と、連結金具103内でボルト104の締め付け
を行なわなければならないので、締め付け作業が
困難となる。また、連結金具103内にモルタル
を充填しなければならず、しかも金具の端面が露
出する不具合がある。
c Problems to be Solved by the Invention However, according to the prior art as described above, the bolt 104 must be tightened within the connecting fitting 103, making the tightening work difficult. Furthermore, the connection fittings 103 must be filled with mortar, and furthermore, there is a problem in that the end surfaces of the fittings are exposed.

本発明は、上記問題点を解決し、接合作業が容
易で、かつ表面仕上げを向上し得るコンクリート
構築物の接合構造を提供することを目的とする。
SUMMARY OF THE INVENTION An object of the present invention is to solve the above-mentioned problems and provide a joint structure for concrete structures that allows easy joining work and improves surface finish.

d 問題点を解決するための手段 上記問題点を解決するため、本発明は、上側に
位置する構築物の下面に接続部材を一部を突出さ
せて設け、下側に位置する構築物の上面に上記接
続部材の突出部に対応する凹部を形成し、該凹部
内に充填された硬化材によつて上記接続部材の突
出部を固定するようにしたことにある。
d Means for Solving the Problems In order to solve the above problems, the present invention provides a connecting member with a part protruding from the lower surface of the structure located on the upper side, and the above-mentioned connecting member is provided on the upper surface of the structure located on the lower side. A recess corresponding to the protruding part of the connecting member is formed, and the protruding part of the connecting member is fixed by a hardening material filled in the recess.

e 作用 本発明では、上側に位置する構築物のコネクタ
ーに接続部材の一端部を螺子等によつて接続し、
一方、下側に位置する構築物の凹部内に樹脂また
はモルタル等の硬化材を充填しておき、この凹部
内に接続部材の他端部を挿入して上側構築物を積
み上げる。これによつて、硬化材の硬化に伴なつ
て上側構築物と下側構築物が接合される。
e Effect In the present invention, one end of the connecting member is connected to the connector of the structure located above with a screw or the like,
On the other hand, a hardening material such as resin or mortar is filled in the recess of the lower structure, and the other end of the connecting member is inserted into the recess to stack the upper structure. As a result, the upper structure and the lower structure are joined together as the hardening material hardens.

f 実施例 以下、図示の実施例を参照しながら本発明を詳
細に説明する。
f Examples The present invention will be described in detail below with reference to illustrated examples.

第1図ないし第3図は、本発明のコンクリート
構築物の接合構造を示し、第1図は、上側構築物
と下側構築物を分離して示す断面図、第2図は接
続部材としてのボルトを取り付けた状態を示す断
面図、第3図は接合状態を示す断面図である。第
4図は、本発明をマンホールに適用した状態を示
す断面図である。
Figures 1 to 3 show the joint structure of the concrete structure of the present invention, Figure 1 is a cross-sectional view showing the upper structure and lower structure separated, and Figure 2 shows the attachment of bolts as connecting members. FIG. 3 is a sectional view showing the bonded state. FIG. 4 is a sectional view showing the state in which the present invention is applied to a manhole.

第4図のマンホール1は、複数のコンクリート
製ブロツク、すなわち、底版ブロツク2と、く体
ブロツク3と、直壁ブロツク4と、斜壁ブロツク
5とを順次に積み重ねて構築されている。上記底
版ブロツク2は、栗石基礎6上に、敷モルタル層
7を介して敷設された円板状のもので、その上面
外周縁部に環状の接合面2aを有しており、該接
合面2aの外周縁には位置決め用の突条2bが環
状に突設されている。上記く体ブロツク3は、下
端部を上記底版ブロツク2の突条2bの内側に嵌
合させて下端側の接合面3aを上記底版ブロツク
2の接合面2aに接合させた円筒体状のもので、
その周壁所用個所には、下水道を構成する管8が
接続されている。このく体ブロツク3内の底部に
は、上記管8に連続する逆アーチ形の溝9を有し
たインバート11が打設されている。また、直壁
ブロツク4は、その下端側の接合面4aをく体ブ
ロツク3の上端部側の接合面3bに突き合せて該
く体ブロツク3上に敷設された円筒体状のもので
ある。斜壁ブロツク5は、その下端側の接合面5
aを直壁ブロツク4の上端側の接合面4bに突き
合せて直壁ブロツク4上に敷設されたもので、上
端側を偏心させた略截頭円錐形の筒状体に形成さ
れている。そして、この斜壁ブロツク5の上端側
の接合面5bには、蓋体12を開閉可能に保持す
る受枠13がコンクリート製の調整リング14と
複数枚の調整ゴム15を介して載置され受枠ボル
ト16を用いて固定されている。
The manhole 1 shown in FIG. 4 is constructed by sequentially stacking a plurality of concrete blocks, namely, a bottom block 2, a frame block 3, a straight wall block 4, and an inclined wall block 5. The bottom plate block 2 is a disc-shaped one laid on a chestnut stone foundation 6 through a mortar layer 7, and has an annular joint surface 2a on the outer peripheral edge of its upper surface. A positioning protrusion 2b is provided in an annular manner on the outer peripheral edge of the holder. The body block 3 is a cylindrical body whose lower end is fitted inside the protrusion 2b of the bottom block 2 and whose joint surface 3a on the lower end side is joined to the joint surface 2a of the bottom block 2. ,
A pipe 8 constituting a sewerage system is connected to a portion of the surrounding wall. An invert 11 having an inverted arch-shaped groove 9 continuous with the tube 8 is installed at the bottom of the rod block 3. The straight wall block 4 has a cylindrical shape and is laid on the body block 3 with its lower end joint surface 4a abutted against the upper end joint surface 3b of the body block 3. The inclined wall block 5 has a joint surface 5 on its lower end side.
It is laid on the straight wall block 4 by abutting the joint surface 4b on the upper end side of the straight wall block 4, and is formed into a substantially truncated cone-shaped cylindrical body with the upper end eccentric. A receiving frame 13 for holding the lid 12 in an openable/closable manner is placed on the joint surface 5b on the upper end side of the slanted wall block 5 via a concrete adjustment ring 14 and a plurality of adjustment rubbers 15, and the receiving frame bolts It is fixed using 16.

上記ブロツク2,3,4,5相互間の接合構造
をブロツク3,4の間で示す第1図ないし第3図
により説明すると、上側に位置するブロツク4の
下面に所定間隔をおいてコネクター17を埋設し
てある。このコネクター17は筒状に形成された
もので、内周面に雌螺子17aを刻設してある。
The connection structure between the blocks 2, 3, 4, and 5 will be explained with reference to FIGS. is buried there. This connector 17 is formed into a cylindrical shape, and has a female screw 17a cut into its inner peripheral surface.

一方、下側に位置するブロツク3の下面には、
上記コネクター17に対応する位置に凹部18が
設けられており、この凹部18に樹脂またはモル
タル等の硬化材19が充填されている。この凹部
18内には、一端部を上記コネクター17に螺合
したボルト20の他端部が硬化材19によつて固
着されている。
On the other hand, on the lower surface of block 3 located on the lower side,
A recess 18 is provided at a position corresponding to the connector 17, and this recess 18 is filled with a hardening material 19 such as resin or mortar. In this recess 18, the other end of a bolt 20, one end of which is screwed into the connector 17, is fixed with a hardening material 19.

21は上記凹部18の外周側に形成された段部
22に配装されたブチルゴム等のシール材であ
る。
Reference numeral 21 denotes a sealing material such as butyl rubber disposed on a stepped portion 22 formed on the outer peripheral side of the recessed portion 18 .

次に、上記構成による接合構造を接合順序に従
つて説明すると、上側に位置するブロツク4のコ
ネクター17に接続部材となるボルト20を螺合
する。そして、下側に位置するブロツク3の凹部
18に硬化剤19を充填しておき、この凹部18
内にボルト20を挿入して上側ブロツク4を載置
する。硬化材19の硬化によつてボルト20は固
定され、上下両ブロツク3,4が接合される。最
後にブロツク4の目地4aにもメルタルを詰めて
完了する。
Next, the joining structure with the above configuration will be explained in accordance with the joining order. A bolt 20 serving as a connecting member is screwed into the connector 17 of the block 4 located on the upper side. Then, the recess 18 of the block 3 located on the lower side is filled with a curing agent 19, and this recess 18
Insert the bolt 20 inside and place the upper block 4. The bolt 20 is fixed by hardening of the hardening material 19, and both the upper and lower blocks 3, 4 are joined. Finally, fill the joint 4a of block 4 with meltal to complete the process.

なお、コネクター17との設置が容易に行なえ
るものであれば、ボルト20以外のものも接続部
材として任意に使用し得ることは言うまでもな
い。また、接続部材を予め、上側の構築物に埋設
しておけばコネクター17を省略することもでき
る。
It goes without saying that any material other than the bolt 20 may be used as the connection member as long as it can be easily installed with the connector 17. Furthermore, the connector 17 can be omitted by embedding the connecting member in the upper structure in advance.

g 発明の効果 以上述べたように本発明によるコンクリート構
築物の接合構造によれば、上側に位置する構築物
の下面にコネクターを埋設し、下側に位置する構
築物の上面に上記コネクターに対応する凹部を形
成し、上記コネクターに上端部を接続するととも
に、下端部を上記凹部内に配置した接続部材を設
け、上記凹部内に充填された硬化材によつて上記
接続部材の下端部を固定するようにしたので、接
合作業が容易となる。接合部材等が表面に露出し
ないので、サビの発生を防止することができる。
凹部内のモルタルが流れ出す虞れがないので、斜
壁製品等に特に効果を奏する。
g. Effects of the Invention As described above, according to the joint structure of concrete structures according to the present invention, a connector is buried in the lower surface of the structure located on the upper side, and a recess corresponding to the connector is formed on the upper surface of the structure located on the lower side. a connecting member having an upper end connected to the connector and a lower end disposed within the recess, the lower end of the connecting member being fixed by a hardening material filled in the recess; This makes the joining work easier. Since the bonding members and the like are not exposed on the surface, it is possible to prevent the occurrence of rust.
Since there is no risk that the mortar in the recesses will flow out, it is particularly effective for products with inclined walls.

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

第1図ないし第3図は、本発明によるコンクリ
ート構築物の接合構造の一実施例を示す断面図、
第4図はマンホールに適用した実施側を示す斜視
図、第5図および第6図は従来のコンクリート構
築物の接合構造を示す断面図である。 2,3,4,5……コンクリートブロツク、1
7……コネクター、18……凹部、19……硬化
材、20……ボルト。
1 to 3 are cross-sectional views showing one embodiment of a joint structure for a concrete structure according to the present invention,
FIG. 4 is a perspective view showing the implementation side applied to a manhole, and FIGS. 5 and 6 are sectional views showing the joint structure of a conventional concrete structure. 2, 3, 4, 5... concrete block, 1
7... Connector, 18... Recess, 19... Hardening material, 20... Bolt.

Claims (1)

【特許請求の範囲】 1 上下に積層して構築するコンクリート構築物
の接合構造において、上側に位置する構築物の下
面に接続部材を一部を突出させて設け、下側に位
置する構築物の上面に上記接続部材の突出部に対
応する凹部を形成し、該凹部内に充填された硬化
材によつて上記接続部材の突出部を固定するよう
にしたことを特徴とするコンクリート構築物の接
合構造。 2 上記上側に位置する構築物の下面にコネクタ
ーを埋設し、該コネクターを介して上記接続部材
を設けたことを特徴とする特許請求の範囲第1項
に記載のコンクリート構築物の接合構造。
[Claims] 1. In a joint structure of concrete structures constructed by stacking one above the other, a connecting member is provided with a part protruding from the lower surface of the structure located on the upper side, and the above-mentioned connecting member is provided on the upper surface of the structure located on the lower side. 1. A joining structure for a concrete structure, characterized in that a recess corresponding to a protruding part of a connecting member is formed, and the protruding part of the connecting member is fixed by a hardening material filled in the recess. 2. The joint structure for concrete structures according to claim 1, characterized in that a connector is embedded in the lower surface of the structure located above, and the connection member is provided via the connector.
JP59216944A 1984-10-16 1984-10-16 Joint structure of concrete structure Granted JPS6195129A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP59216944A JPS6195129A (en) 1984-10-16 1984-10-16 Joint structure of concrete structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP59216944A JPS6195129A (en) 1984-10-16 1984-10-16 Joint structure of concrete structure

Publications (2)

Publication Number Publication Date
JPS6195129A JPS6195129A (en) 1986-05-13
JPH0244963B2 true JPH0244963B2 (en) 1990-10-05

Family

ID=16696376

Family Applications (1)

Application Number Title Priority Date Filing Date
JP59216944A Granted JPS6195129A (en) 1984-10-16 1984-10-16 Joint structure of concrete structure

Country Status (1)

Country Link
JP (1) JPS6195129A (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2790045B2 (en) * 1994-07-01 1998-08-27 大成プレハブ株式会社 Method of joining precast concrete plate and its joining structure
DE102008010884B4 (en) * 2008-02-25 2021-07-22 Flagsol Gmbh Joining process

Also Published As

Publication number Publication date
JPS6195129A (en) 1986-05-13

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