JPH0426499Y2 - - Google Patents
Info
- Publication number
- JPH0426499Y2 JPH0426499Y2 JP1307986U JP1307986U JPH0426499Y2 JP H0426499 Y2 JPH0426499 Y2 JP H0426499Y2 JP 1307986 U JP1307986 U JP 1307986U JP 1307986 U JP1307986 U JP 1307986U JP H0426499 Y2 JPH0426499 Y2 JP H0426499Y2
- Authority
- JP
- Japan
- Prior art keywords
- joint sheet
- fixed
- seawall
- blocks
- horizontal frame
- 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
Links
- 229910000831 Steel Inorganic materials 0.000 claims description 4
- 239000010959 steel Substances 0.000 claims description 4
- 238000003466 welding Methods 0.000 claims description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 10
- 238000000034 method Methods 0.000 description 5
- 238000010586 diagram Methods 0.000 description 4
- 239000000463 material Substances 0.000 description 3
- 238000006073 displacement reaction Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 229920000915 polyvinyl chloride Polymers 0.000 description 2
- 239000004800 polyvinyl chloride Substances 0.000 description 2
- 239000004576 sand Substances 0.000 description 2
- 244000043261 Hevea brasiliensis Species 0.000 description 1
- 239000004698 Polyethylene Substances 0.000 description 1
- 229920001971 elastomer Polymers 0.000 description 1
- 239000002360 explosive Substances 0.000 description 1
- 239000002440 industrial waste Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 229920003052 natural elastomer Polymers 0.000 description 1
- 229920001194 natural rubber Polymers 0.000 description 1
- -1 polyethylene Polymers 0.000 description 1
- 229920000573 polyethylene Polymers 0.000 description 1
- 239000005060 rubber Substances 0.000 description 1
- 239000013049 sediment Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 230000000087 stabilizing effect Effects 0.000 description 1
- 229920003051 synthetic elastomer Polymers 0.000 description 1
- 229920003002 synthetic resin Polymers 0.000 description 1
- 239000000057 synthetic resin Substances 0.000 description 1
- 239000005061 synthetic rubber Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Landscapes
- Processing Of Solid Wastes (AREA)
Description
【考案の詳細な説明】
[産業上の利用分野]
本考案は護岸ブロツク用目地シートの固定構造
に関するものである。[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to a structure for fixing joint sheets for seawall blocks.
[従来技術]
従来、港湾、海岸、河川、湖沼等に埋立地を造
る際には、まず、埋立予定地を囲む護岸が設置さ
れ、この護岸に囲まれた部分に土砂や産業廃棄物
等を投入し埋立てる方法が採られている。[Prior art] Conventionally, when constructing a reclaimed land in a port, coast, river, lake, etc., a sea wall surrounding the planned land was first installed, and earth and sand, industrial waste, etc. were dumped into the area surrounded by this sea wall. The method used is to dump waste into a landfill.
そして、前記護岸は一般に第10図および第1
1図に示すように埋立てが行なわれる水底1aに
基礎1bを設けこの上に多数個の護岸ブロツク
(ケーソン)2a,2b,2c…を並列設置させ
て形成される。したがつて、互いに隣り合う護岸
ブロツク2aと2b,2bと2c…間に垂直方向
の目地3a,3b,3c…が生じ、そのためこの
目地3a,3b,3c…に水流、波浪等が浸入し
て埋立側Aの土砂がたとえば海側Bへと流出し、
埋立作業に支障を来たすとともに護岸ブロツク2
a,2b,2c…が傾斜し或いは崩壊する等の原
因となつていた。 10 and 1.
As shown in Fig. 1, a foundation 1b is provided on the water bottom 1a where reclamation is to be performed, and a large number of revetment blocks (caissons) 2a, 2b, 2c, . . . are installed in parallel on this foundation 1b. Therefore, vertical joints 3a, 3b, 3c, etc. are formed between the adjacent seawall blocks 2a and 2b, 2b and 2c, etc., and water currents, waves, etc. can enter these joints 3a, 3b, 3c, etc. Sediment on the landfill side A flows out to the sea side B, for example.
This will hinder the reclamation work and the bank protection block 2
a, 2b, 2c, . . . were tilted or collapsed.
そこで、前記目地3a,3b,3c…を例えば
ポリ塩化ビニル等の可撓性および防水性を有する
目地シート4aで埋立側Aから覆い、埋立側Aか
らの土砂の流出を防止する手段が講じられてい
る。 Therefore, measures have been taken to cover the joints 3a, 3b, 3c, etc. from the landfill side A with a flexible and waterproof joint sheet 4a made of polyvinyl chloride, etc., to prevent soil from flowing out from the landfill side A. ing.
[考案が解決しようとする問題点]
しかしながら、護岸ブロツク2a,2b,2c
…への目地シート4aの固定はそれぞれの目地3
a,3b,3c…を挟んで隣り合う護岸ブロツク
2a,2b,2c…間に目地3a,3b,3c…
を覆つて敷設される目地シート4aの両側部5
a,5bに鋲5a等を一般に爆発ガス圧力を利用
して打ち込むことにより行なわれており作業の迅
速化の点からは満足できるが目地シート4aの側
部5a,5bを少ない接触面を有する鋲6a等で
固定するため固着強度が低く、水流、波浪等によ
つて剥離、或いは破損しやすいという欠点があ
る。殊に石油備蓄基地等を造る際には水流、波
浪、潮流の激しい沖合の水中に直接護岸を設置し
なければならず、このような固定手段が大きな障
害となる。また、目地シート4aはその側部5
a,5bが隣り合う護岸ブロツク2a,2b若し
くは2b,2cに直接固定されているためそれら
の護岸ブロツク2a,2b,2c…が傾斜、ある
いは不等沈下して別々に変位すると目地シート4
aに引張力が作用し、目地シート4aが容易に剥
離或いは破断するという問題点があつた。[Problems to be solved by the invention] However, the seawall blocks 2a, 2b, 2c
The joint sheet 4a is fixed to each joint 3.
Joints 3a, 3b, 3c... between adjacent seawall blocks 2a, 2b, 2c... with a, 3b, 3c... in between.
Both sides 5 of the joint sheet 4a to be laid covering the
This is generally done by driving the rivets 5a etc. into the joint sheets 4a and 5b using explosive gas pressure, and this is satisfactory from the point of view of speeding up the work. Since it is fixed with 6a or the like, the adhesion strength is low, and it has the disadvantage that it is easily peeled off or damaged by water currents, waves, etc. In particular, when constructing oil storage bases, etc., it is necessary to install seawalls directly in offshore water where there are strong water currents, waves, and tidal currents, and such fixing means pose a major obstacle. In addition, the joint sheet 4a has its side portion 5
Since the seawalls a and 5b are directly fixed to the adjacent revetment blocks 2a, 2b or 2b, 2c, if the revetment blocks 2a, 2b, 2c... tilt or settle unevenly and are displaced separately, the joint sheets 4
There was a problem in that the joint sheet 4a was easily peeled off or broken due to the tensile force acting on the joint sheet 4a.
[考案の目的]
本案はこのような問題点を解決して護岸ブロツ
クへの固定強度が高く、水流、波浪、潮流等によ
つて目地シートが剥離或いは損傷することがな
く、また、不等沈下等により並設された各護岸ブ
ロツクが異なる方向へ変位しても目地シートが損
傷することのない護岸ブロツク用目地シートの固
定構造を提供することを目的とする。[Purpose of the invention] This project solves these problems and has high fixation strength to the seawall block, prevents the joint sheet from peeling off or being damaged by water currents, waves, tides, etc., and prevents uneven settlement. To provide a structure for fixing a joint sheet for a seawall block in which the joint sheet is not damaged even if the seawall blocks arranged in parallel are displaced in different directions.
[問題を解決するための手段]
本考案に係る護岸ブロツク用目地シートの固定
構造は、隣り合う護岸ブロツクの目地を覆つて敷
設された目地シートの両側端縁外側方において護
岸ブロツクに固着されている縦枠に幅方向へ延び
る横枠が固定され、前記目地シートが前記護岸ブ
ロツクと横枠とに挟まれて固定されていることを
特徴とする。[Means for solving the problem] The fixing structure of the joint sheet for seawall blocks according to the present invention is such that the joint sheet is fixed to the seawall blocks at the outer side of both side edges of the joint sheet that is laid to cover the joints of adjacent seawall blocks. A horizontal frame extending in the width direction is fixed to the vertical frame, and the joint sheet is sandwiched and fixed between the seawall block and the horizontal frame.
[実施例]
以下に本考案の実施例を図面に基づいて説明す
る。[Examples] Examples of the present invention will be described below based on the drawings.
第1図は本考案の一実施例を示すものであり、
1および2は前記従来例と同様に埋立て地の水底
に並設され、目地3を有して隣り合うコンクリー
ト製の護岸ブロツクであり、この護岸ブロツク
1,2の埋立側に位置するそれぞれの側面4,5
には前記目地3を覆つて厚さ3〜15mm程度、幅50
〜100mm程度の軟質ポリ塩化ビニル、軟質ポリエ
チレン等の軟質合成樹脂材、或いは天然ゴム、合
成ゴム等のゴム材より形成される目地シートの6
が敷設されるとともに、その両側端縁7,8の外
側方に鋼板製の縦枠9,10が護岸ブロツク1,
2に埋込み固定したアンカボルト12により固着
される。そしてそれらの縦枠9,10間には縦枠
9,10と同材により形成される複数本の横枠1
1が溶着されて斜め方向に架設されており、前記
目地シート6が前記護岸ブロツク1,2の側面
4,5と横枠11とにはさまれて固定されてい
る。なお、前記縦枠9,10は敷設される目地シ
ートの6の両側端縁7,8に沿つて配置されるこ
とが望ましい。 FIG. 1 shows an embodiment of the present invention,
1 and 2 are concrete revetment blocks that are placed side by side on the bottom of the reclaimed land and have joints 3 and are adjacent to each other, as in the conventional example, and each of the revetment blocks 1 and 2 located on the reclaimed side Sides 4, 5
Cover the joint 3 with a thickness of about 3 to 15 mm and a width of 50 mm.
~100mm of soft synthetic resin materials such as soft polyvinyl chloride and soft polyethylene, or rubber materials such as natural rubber and synthetic rubber.
At the same time, vertical frames 9 and 10 made of steel plates are installed on the outer side of both side edges 7 and 8 of the seawall blocks 1 and 1.
It is fixed by an anchor bolt 12 embedded in and fixed to 2. Between the vertical frames 9 and 10, there are a plurality of horizontal frames 1 formed of the same material as the vertical frames 9 and 10.
1 are welded and installed diagonally, and the joint sheet 6 is sandwiched and fixed between the side surfaces 4, 5 of the revetment blocks 1, 2 and the horizontal frame 11. Note that it is desirable that the vertical frames 9 and 10 be arranged along both side edges 7 and 8 of the joint sheet 6 to be laid.
そして、護岸ブロツク1,2に目地シート6を
固定するには、まず第2図に示すように埋立地等
の水底に並設されて互いに隣り合う護岸ブロツク
1,2の所定位置にアンカボルト12を固定して
おき、次に第3図に示すように目地シート6を両
護岸ブロツク1,2の側面4,5に目地3を覆つ
て上面13,14から水底(図示せず)まで敷設
する。この際、目地シート6の上端15を前記上
面13,14に固定されているアンカボルト12
に固着した止め板16で押え止めしておくとよ
い。次で一対の縦枠9,10に複数本の横枠11
が架設された枠体17を側面4,5に固定されて
いるアンカボルト12に挿通させるとともにナツ
ト18を螺締して枠体17を護岸ブロツク1,2
に固着させればよい。 In order to fix the joint sheet 6 to the seawall blocks 1 and 2, first, as shown in FIG. are fixed, and then, as shown in Fig. 3, a joint sheet 6 is laid on the sides 4, 5 of both revetment blocks 1, 2, covering the joints 3, from the top surfaces 13, 14 to the bottom (not shown). . At this time, the upper end 15 of the joint sheet 6 is fixed to the upper surfaces 13 and 14 using the anchor bolts 12.
It is preferable to hold it down with a stop plate 16 fixed to. Next, a pair of vertical frames 9 and 10 and multiple horizontal frames 11
The frame body 17 on which is installed is inserted into the anchor bolts 12 fixed to the side surfaces 4 and 5, and the nuts 18 are screwed to connect the frame body 17 to the seawall blocks 1 and 2.
It should be fixed to.
このように構成された護岸ブロツク用目地シー
トの固定構造によれば、隣り合う護岸ブロツク
1,2の目地3を覆つて敷設された目地シート6
は護岸ブロツク1,2の側面4,5と横枠11と
に挟まれて固定されるため、たとえ、波浪、水
流、潮流等の強い沖合に護岸ブロツクを設置して
も、剥離、或いは損傷の心配がなく、また、目地
シート6の両側端縁7,8が縦枠9,10に近接
するため、護岸ブロツク1,2の側面4,5に沿
つて幅方向へ移動することもない。また、目地シ
ート6の両側端縁7,8は護岸ブロツク1,2に
直接固着されておらず、したがつて、不等沈下等
によつて護岸ブロツク1,2が変位しても目地シ
ート6には前記変位の影響もなく、目地3を覆つ
た状態が維持される。尚、本実施例において護岸
ブロツク1,2は枠体17より互いに連結される
こととなり護岸の据え付け強度が増大するととも
に護岸ブロツク1,2の位置ずれが防止される。
また、目地シート6の敷設作業を容易にするため
に護岸ブロツク1,2の上面13,14に止め板
16が固着されているが必ずしも必要でなく、固
定後に取り外してもよく、また、止め板16を用
いた場合には目地シート6と護岸ブロツク1,2
とを更に強固に相互に連結して前記枠体17と同
様に護岸の据え付け状態を安定化する働きをす
る。また、本実施例では枠体17は一対の縦枠
9,10に複数本の横枠11が斜め方向に架設さ
れているが、これはこの横枠11により目地シー
ト6を垂直方向にも安定した状態で固定するため
であり、単に目地シート6の幅方向へ延びる横枠
としてもよく、更には互いに交差させた横枠を架
設させた構成でもよい。 According to the fixing structure of the seawall block joint sheet constructed in this way, the joint sheet 6 laid to cover the joints 3 of the adjacent seawall blocks 1 and 2
are fixed between the sides 4 and 5 of the revetment blocks 1 and 2 and the horizontal frame 11, so even if the revetment blocks are installed offshore with strong waves, water currents, tidal currents, etc., they will not peel off or be damaged. There is no need to worry about this, and since the side edges 7, 8 of the joint sheet 6 are close to the vertical frames 9, 10, there is no possibility of movement in the width direction along the side surfaces 4, 5 of the seawall blocks 1, 2. In addition, the side edges 7 and 8 of the joint sheet 6 are not directly fixed to the seawall blocks 1 and 2, so even if the seawall blocks 1 and 2 are displaced due to uneven settlement, etc., the joint sheet 6 The state in which the joint 3 is covered is maintained without being affected by the displacement. In this embodiment, the revetment blocks 1 and 2 are connected to each other through the frame 17, so that the installation strength of the revetment is increased and displacement of the revetment blocks 1 and 2 is prevented.
Further, in order to facilitate the work of laying the joint sheet 6, stop plates 16 are fixed to the upper surfaces 13 and 14 of the seawall blocks 1 and 2, but this is not necessary and may be removed after fixing. 16, joint sheet 6 and seawall blocks 1 and 2 are used.
This serves to more firmly connect the two parts to each other, thereby stabilizing the installed state of the seawall in the same manner as the frame body 17. In addition, in this embodiment, the frame body 17 has a pair of vertical frames 9 and 10 and a plurality of horizontal frames 11 installed diagonally, but the horizontal frames 11 also stabilize the joint sheet 6 in the vertical direction. This is to fix the joint sheet 6 in a fixed state, and it may be simply a horizontal frame extending in the width direction of the joint sheet 6, or it may also be a structure in which horizontal frames are crossed with each other.
更に第4図は本考案の他の実施例を示すもので
あり、この実施例では前記第1図に示す実施例と
異なり縦枠9,10が別体に形成されるとともに
縦枠9,10には目地シート6のほぼ半分幅の長
さを有する横枠11が目地シート6側へ向けて幅
方向へ伸びて突設されている。また、第5図およ
び第6図はこの実施例の固定方法を示すものであ
るが、前記第1図、第2図および第3図に示した
実施例の場合と同様であり、その説明は省略す
る。そして、この実施例は前記第1図に示す実施
例と異なり縦枠9,10が横枠11で連結されて
おらず、別体に構成されているためそれぞれの枠
体17が軽量となり、護岸ブロツク1,2への固
着に際して少ない労力で作業をすることができる
などの利点がある。 Furthermore, FIG. 4 shows another embodiment of the present invention, and in this embodiment, unlike the embodiment shown in FIG. A horizontal frame 11 having a length approximately half the width of the joint sheet 6 is provided to protrude and extend in the width direction toward the joint sheet 6 side. Furthermore, FIGS. 5 and 6 show the fixing method of this embodiment, which is the same as the embodiment shown in FIGS. 1, 2, and 3, and the explanation thereof will be given below. Omitted. In this embodiment, unlike the embodiment shown in FIG. 1, the vertical frames 9 and 10 are not connected by the horizontal frame 11 but are constructed separately, so each frame body 17 is lightweight and It has the advantage that it can be fixed to the blocks 1 and 2 with less effort.
更にまた、第7図に示すものは本考案の異なる
実施例を示すもので、この実施例では縦枠9,1
0および横枠11の構成を含めてほとんどが前記
第4図に示す実施例と同様であるが、前記第4図
に示す実施例が縦枠9,10を護岸ブロツク1,
2に直接固定するのに対してこの実施例では第8
図に示すように護岸ブロツク1,2の側面4,5
に鋼板19,20が予めボルト21等により固着
されており、護岸ブロツク1,2を水底に設置し
た後その鋼板19,20に縦枠9,10をそれぞ
れ重ねて両者を溶接ににより固着するものであ
る。 Furthermore, what is shown in FIG. 7 shows a different embodiment of the present invention, in which the vertical frames 9, 1
0 and the structure of the horizontal frame 11 are almost the same as the embodiment shown in FIG. 4, but the embodiment shown in FIG.
In this embodiment, the eighth
As shown in the figure, sides 4 and 5 of seawall blocks 1 and 2
Steel plates 19, 20 are fixed in advance with bolts 21, etc., and after the revetment blocks 1, 2 are installed on the bottom of the water, the vertical frames 9, 10 are stacked on the steel plates 19, 20, respectively, and both are fixed by welding. It is.
そして、第9図は本考案の更に異なる実施例を
示すものであり、この実施例では護岸ブロツク
1,2の側面4,5に固着される縦枠9,10と
これらの縦枠9,10に架設される横枠11とは
それぞれ別体に構成されるとともに、縦枠9,1
0には横枠11の端部22,23をそれぞれ係止
する係止凹部24,25がそれぞれ形成されてい
る。したがつて予め縦枠9,10が固着されて水
底(図示せず)に配置された護岸ブロツク1,2
に目地3を覆う目地シート6を敷設したのち、前
記縦枠9,10の係止凹部24,25にその端部
22,23を係止して軽量の横枠11を架設する
だけでよく、迅速、かつ容易であるとともに少な
い労力で目地シートの固定作業を行なうことがで
きる。 FIG. 9 shows a further different embodiment of the present invention, and this embodiment shows vertical frames 9, 10 fixed to the sides 4, 5 of the seawall blocks 1, 2, and these vertical frames 9, 10. The vertical frames 9, 1 are constructed separately from the horizontal frames 11 installed in the
0 is formed with locking recesses 24 and 25 for locking end portions 22 and 23 of the horizontal frame 11, respectively. Therefore, the revetment blocks 1 and 2 are placed on the bottom of the water (not shown) to which the vertical frames 9 and 10 are fixed in advance.
After laying the joint sheet 6 covering the joint 3, it is only necessary to erect the lightweight horizontal frame 11 by locking its ends 22, 23 in the locking recesses 24, 25 of the vertical frames 9, 10. The fixing work of the joint sheet can be done quickly and easily, and with less effort.
[考案の効果]
本考案である護岸ブロツク用目地シートの固定
構造は、隣り合う護岸ブロツクの目地を覆つて敷
設された目地シートの両側端縁外側方において護
岸ブロツクに固着されている縦枠に幅方向へ延び
る横枠が固定され、前記目地シートが前記護岸ブ
ロツクと横枠とに挟まれて固定されているもので
あり、従来の固定手段に比べて極めて大きな固定
力を発揮させ、したがつて波浪、水流、潮流等の
強い沖合に用いても充分耐え、したがつて目地シ
ートが、剥離、或いは損傷されず、土砂の流出、
更にはそれに伴なう護岸ブロツクの傾斜、崩壊等
が発生することもない。また、目地シートは護岸
ブロツクに直接固着されておらず横枠と護岸ブロ
ツクとによつて挟まれて固定されるため、たとえ
不等沈下等によつて護岸ブロツクが変位しても目
地シートには引張力が直接加わらないため破断の
心配がない等の種々の効果を有するものである。[Effect of the invention] The fixing structure of the joint sheet for revetment blocks of the present invention is such that the joint sheet is laid to cover the joints of adjacent revetment blocks, and the vertical frame fixed to the revetment block is attached to the outside of both side edges of the joint sheet. The horizontal frame extending in the width direction is fixed, and the joint sheet is sandwiched and fixed between the seawall block and the horizontal frame, and it exerts an extremely large fixing force compared to conventional fixing means. Therefore, the joint sheet can withstand strong offshore conditions such as waves, water currents, and currents, so the joint sheet will not peel off or be damaged, and it will prevent the outflow of earth and sand.
Furthermore, there will be no occurrence of any accompanying tilting or collapse of the seawall block. In addition, the joint sheet is not directly fixed to the revetment block, but is fixed between the horizontal frame and the revetment block, so even if the revetment block is displaced due to uneven settlement, etc., the joint sheet will remain intact. It has various effects such as no fear of breakage because no tensile force is directly applied.
第1図は本考案の一実施例を示す斜視部分図、
第2図ならびに第3図はその固定方法を示す説明
図、第4図は本考案の他の実施例を示す斜視部分
図、第5図ならびに第6図はその固定方法を示す
説明図、第7図は本考案の更に他の実施例を示す
斜視部分図、第8図はその固定方法を示す説明
図、第9図は本考案の更に異なる実施例を示す斜
視部分図、第10図ならびに第11図は従来例を
示す説明図である。
1,2……護岸ブロツク、3……目地、6……
目地シート、7,8……側端縁、9,10……縦
枠、11……横枠。
FIG. 1 is a perspective partial view showing an embodiment of the present invention;
2 and 3 are explanatory diagrams showing the fixing method, FIG. 4 is a perspective partial view showing another embodiment of the present invention, FIGS. 5 and 6 are explanatory diagrams showing the fixing method, and FIG. 7 is a perspective partial view showing still another embodiment of the present invention, FIG. 8 is an explanatory diagram showing a method of fixing the same, FIG. 9 is a perspective partial view showing still another embodiment of the present invention, FIG. FIG. 11 is an explanatory diagram showing a conventional example. 1, 2... Seawall block, 3... Joint, 6...
Joint sheet, 7, 8... side edge, 9, 10... vertical frame, 11... horizontal frame.
Claims (1)
れた目地シートの両側端縁外側方において護岸
ブロツクに固着されている縦枠に幅方向へ延び
る横枠が固定され、前記目地シートが前記護岸
ブロツクと横枠とに挟まれて固定されているこ
とを特徴とする護岸ブロツク用目地シートの固
定構造。 (2) 縦枠と横枠とは一体であり、横枠は目地シー
トのほぼ半分幅の長さである実用新案登録請求
の範囲第1項記載の護岸ブロツク用目地シート
の固定構造。 (3) 縦枠はそれぞれの護岸ブロツクに固着された
鋼板に溶接により固着されている実用新案登録
請求の範囲第1項記載の護岸ブロツク用目地シ
ートの固定構造。 (4) 縦枠と横枠とが別体である実用新案登録請求
の範囲第1項記載の護岸ブロツク用目地シート
の固定構造。[Scope of Claim for Utility Model Registration] (1) A horizontal frame extending in the width direction is fixed to a vertical frame that is fixed to the seawall block on the outer side of both side edges of a joint sheet that is laid to cover the joints of adjacent seawall blocks. A fixing structure for a joint sheet for a seawall block, characterized in that the joint sheet is sandwiched and fixed between the seawall block and the horizontal frame. (2) The fixing structure of a joint sheet for a seawall block according to claim 1, wherein the vertical frame and the horizontal frame are integral, and the horizontal frame has a length approximately half the width of the joint sheet. (3) The fixing structure of a joint sheet for a seawall block according to claim 1 of the utility model registration, wherein the vertical frame is fixed by welding to a steel plate fixed to each seawall block. (4) The fixing structure of a seawall block joint sheet according to claim 1 of the utility model registration claim, in which the vertical frame and the horizontal frame are separate bodies.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1307986U JPH0426499Y2 (en) | 1986-01-31 | 1986-01-31 |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1307986U JPH0426499Y2 (en) | 1986-01-31 | 1986-01-31 |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS62125127U JPS62125127U (en) | 1987-08-08 |
JPH0426499Y2 true JPH0426499Y2 (en) | 1992-06-25 |
Family
ID=30801803
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1307986U Expired JPH0426499Y2 (en) | 1986-01-31 | 1986-01-31 |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0426499Y2 (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0714413Y2 (en) * | 1990-11-05 | 1995-04-10 | 東亜建設工業株式会社 | Impermeable structure of caisson joint |
-
1986
- 1986-01-31 JP JP1307986U patent/JPH0426499Y2/ja not_active Expired
Also Published As
Publication number | Publication date |
---|---|
JPS62125127U (en) | 1987-08-08 |
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