JP4863215B2 - Underwater steel pipe erection method - Google Patents

Description

  The present invention relates to a built-in dry-up method for steel pipes for underwater work on sheet-impervious dam lakes and reservoirs.

For example, in a dam lake, the water level of the whole lake is lowered by draining from a water intake or the like, and repair work has been performed.
In general lakes, oceans, and rivers, a desired work has been performed by securing a dry space of about several meters by a temporary deadline or the like (for example, see Patent Document 1).
JP 2003-206539 A

However, even if the water level can be lowered, there is a limit to the water level drop from the height of the intake and the operation side, and the water depth is deep and temporary closing may not be possible.
In addition, in order to secure a dry space, in addition to the necessity of a shallow water depth, there are restrictions such as the necessity of ground conditions that allow water to be stopped in the deadline installation work. In particular, it is very difficult to install a conventional temporary deadline without damaging the sheet, such as in a sheet impermeable dam lake.

  An object of the present invention is to provide an underwater steel pipe embedding method capable of rationally forming a dry space in water without requiring a water level reduction or deadline for a sheet-impervious dam lake or reservoir.

  In order to solve the above-described problems, the invention according to claim 1 includes a step of suspending a steel pipe in water and installing a lowermost steel pipe having a non-land adjustment rubber attached to a lower end at the bottom of the water, After the second steel pipe is connected in a watertight seal on the steel pipe, the third and subsequent steel pipes are sequentially connected in a watertight seal on the second and subsequent steel pipes, so that at least the uppermost steel pipe is connected. A step of placing the upper part on the water, a step of welding an outer periphery of a water-stop sheet attached to a lower end of the lowermost steel pipe to an existing water-impervious sheet at the bottom of the water, and the lowermost stage from within the uppermost steel pipe And a step of forming a dry space in a steel pipe column installed in water by draining into the steel pipe.

  Invention of Claim 2 is the underwater steel pipe erection method of Claim 1, Comprising: The steel circular seat which attached the said non-land adjustment rubber and the said water stop sheet to the lower surface as said lowermost steel pipe Is characterized by using a steel pipe attached to the lower end.

  According to the present invention, a dry space can be rationally formed in a steel pipe column installed in water, and a water level lowering and a deadline are not required.

Hereinafter, the best mode for carrying out the present invention will be described in detail with reference to the drawings.
First, the aim of this construction method is as follows.
1) A dry work space at a depth of more than 10 m, which has been difficult in the past, is made possible.
2) The lower part of the steel pipe shall be able to follow the unevenness of the bottom of the water.
3) Ensure waterproofness even in deep water.
4) The vertical support and fixing of the steel pipe shall be ensured so as not to fall.
5) To reduce necessary work yard work restrictions by an efficient and versatile method.

And this construction method secures the dry work space in the deep water place by fixing a steel pipe vertically in water and draining the inside of a steel pipe in a sheet impermeable dam adjustment pond. The main features are the following six points.
1) Adoption of a structure using a highly rigid steel pipe with strength characteristics that can withstand water pressure.
2) As a joint water-stopping performance that can withstand water pressure, the water-stopping performance is improved by the combined use of a flange + bolt joint structure and rubber packing.
3) Workability is improved by using a unifloat carrier that can be transported to the site and has sufficient loading capacity for materials and equipment.
4) By using a rubber seat with rubber at the bottom of the steel pipe, the verticality of the steel pipe and water stoppage performance are ensured following the unevenness of the local ground.
5) Ensuring water stoppage by welding the outer periphery water stop sheet in water.
6) By connecting the steel pipe to the sinker block laid in water with a wire and applying initial tension to the wire, the verticality is ensured and the stability of the steel pipe against external forces such as contact load of the carrier is ensured.

  FIG. 1 shows a configuration of an embodiment to which the present invention is applied. 1 is a unifloat carrier, 2 is a ship maneuver winch, 3 is a generator, 4 is a crawler crane, and 5 is a sinker block. A unifloat carrier 1 floated on the water is loaded with a maneuvering winch 2, a generator 3, a crawler crane 4, and a plurality of sinker blocks 5.

  In the first step, as shown in the drawing, a plurality of sinker blocks 5 are once lifted on the unifloat carrier 1 by using a crawler crane 4 and then suspended in water. The sinker blocks 5 are installed at regular intervals.

  In the second step, as shown in FIG. 2, the first steel pipe 11 is once lifted on the unifloat carrier 1 using the crawler crane 4 and then suspended in water. The lowermost steel pipe 11 is installed. As shown in FIG. 3, the lowermost steel pipe 11 is provided with a steel circle seat with rubber, that is, a steel circle seat 22 having a non-land surface adjustment rubber 21 on the lower surface, welded to the lower end of the steel pipe. 23, a rubber packing material 24 is interposed, and bolts and nuts are attached. An outer peripheral water stop sheet 25 is integrally formed around the packing material 24.

  Accordingly, the lowermost steel pipe 11 is installed on the bottom of the water via the unevenness adjusting rubber 21. Then, the support pipe 6 is spanned between a plurality of fixing brackets 26 provided at equal intervals on the outer periphery of the upper end of the lowermost steel pipe 11 and the water bottom, thereby preventing the lowermost steel pipe 11 from falling down vertically. Install.

  In the third step, as shown in FIG. 4, the second steel pipe 12 is suspended in the water using the crawler crane 4 on the unifloat carrier 1, and the uppermost steel pipe 11 is vertically installed on the bottom of the water. The 2nd steel pipe 12 is installed in. Here, as shown in FIG. 3, rubber is used between a flange 31 welded to the upper end of the lowermost steel pipe 11 and a flange 32 welded to the lower end of the second steel pipe 12. The steel pipes 11 and 12 are connected in a watertight seal state by a bolt and nut connection with a packing material 33 interposed therebetween.

  Subsequently, the third steel pipe 13 is suspended in the water using the crawler crane 4 on the unifloat carrier 1 and the third steel pipe 13 is installed on the second steel pipe 12 installed vertically in the water. . Also in this case, a rubber packing material 33 is interposed between a flange 31 welded to the upper end of the second steel pipe 12 and a flange 32 welded to the lower end of the third steel pipe 13. Thus, the steel pipes 12 and 13 are connected in a watertight seal state by bolt and nut connection.

  Then, the third steel pipe 13 is vertically placed by spanning the wires 7 between a plurality of fixing brackets 26 provided at equal intervals on the outer periphery of the upper end of the third steel pipe 13 and the sinker block 5 installed on the bottom of the water. Installed while preventing falling. At this time, the perpendicularity of the second and third steel pipes 12 and 13 is maintained by applying an initial tension to the wire 7.

  Thereafter, similarly, as shown in FIG. 5, the fourth steel pipe 14, the fifth steel pipe 15, and the fifth uppermost steel pipe 16 are sequentially connected, and the upper part of the uppermost steel pipe 16 is placed on the water. To be located. In addition, an underwater steel pipe pillar is installed by the above.

  Next, as shown in FIG. 3, the outer peripheral water-stop sheet 25 integrated with the steel circular seat 22 is welded W underwater around the entire periphery of the water-impervious sheet laid on the bottom of the water.

  Thereafter, the submerged steel pipe column is dried up by, for example, inserting a submersible pump into the submerged steel pipe column from the uppermost steel pipe 16 to the lowermost steel pipe 11 for drainage. Thereby, a dry space is formed in the underwater steel pipe column.

  Therefore, as shown in Fig. 6, by using a ladder in the steel pipe, the desired repairs such as replacing the groundwater level gauge attached to the bottom of the water in the dry space formed in the underwater steel pipe column. Work can be done.

  It should be noted that the number of connecting stages of the steel pipe is arbitrary, and it is needless to say that other specific detailed structures and methods can be appropriately changed.

The advantages of this method are as follows.
1) Uses a structure that can withstand water pressure at a depth of 15m using a highly rigid steel pipe.
2) By providing a steel circle seat with rubber (steel disk 22 having the non-land surface adjustment rubber 21 on the bottom surface) at the bottom of the steel pipe, the use of rubber to be used and the thickness of the rubber can be selected, so Adopted a structure that is easy to cope with land.
3) The steel pipe joint improves the water stop function by the combined use of the flange + bolt joint structure and rubber packing, and the bottom of the steel pipe follows the unevenness of the local ground by selecting a suitable steel circle seat with rubber. In addition to ensuring water-stopping performance, the outer water-stop sheet 25 is welded W in water, ensuring water-stopping and adopting a double water-stopping structure.
4) A steel pipe is connected to a sinker block 5 laid underwater with a wire 7, and initial tension is applied to the wire 7 to support and fix the verticality.
5) Uses a unifloat carrier 1 that can be transported to the site and has sufficient loading capacity for materials and equipment, and can be constructed with a crane 4 with a small suspension capacity by using a structure in which blocks can be divided.

Therefore, according to this construction method, the following effects can be obtained.
1) When constructing a place that is always underwater, it is possible to secure a dry work space of 10 tens m or more, which was only possible to a depth of several m with the existing deadline method.
2) The versatility is high, such as a large dry space by changing the steel pipe diameter.

BRIEF DESCRIPTION OF THE DRAWINGS It is the schematic which showed the structure of one Embodiment to which this invention is applied, and showed the process of installing a sinker block in a water bottom. It is the schematic which showed the process of installing the steel-made circular seat with rubber | gum and the lowermost stage steel pipe, and performing a fall prevention measure following FIG. FIG. 3 is an enlarged view of the lowermost steel pipe in FIG. 2. It is the schematic which showed the process of connecting the steel pipe after 2nd and ensuring the perpendicularity of the steel pipe by a wire rope following FIG. It is the schematic which showed the process of constructing an underwater steel pipe pillar following FIG. It is the schematic which showed the operation | work in an underwater steel pipe pillar.

Explanation of symbols

DESCRIPTION OF SYMBOLS 1 Unifloat carrier 2 Maneuvering winch 3 Generator 4 Crawler crane 5 Sinker block 6 Support pipe 7 Wire 11 Bottom steel pipe 12 Second steel pipe 13 Third steel pipe 14 Fourth steel pipe 15 Fifth steel pipe 16 Top stage Steel pipe 21 Non-land surface adjustment rubber 22 Steel circular seat 23 Flange 24 Packing material 25 Perimeter water stop sheet 26 Fixing bracket 31 Flange 32 Flange 33 Packing material W Welding

Claims (2)

Suspending the steel pipe in water and installing a bottom steel pipe with a non-land surface adjustment rubber attached to the bottom at the bottom;
After the second steel pipe is connected in a watertight seal on the lowermost steel pipe, the third and subsequent steel pipes are sequentially connected in a watertight seal on the second and subsequent steel pipes. A step of positioning at least the upper part of the steel pipe on the water;
A step of welding the outer periphery of the water-stop sheet attached to the lower end of the lowermost steel pipe to the existing water-impervious sheet at the bottom of the water,
Forming a dry space in a steel pipe column installed in water by draining from the uppermost steel pipe to the lowermost steel pipe; and
An underwater steel pipe erection method characterized by comprising:   The submerged steel pipe according to claim 1, wherein the lowermost steel pipe is a steel pipe in which a steel circular seat with the non-land adjustment rubber and the water stop sheet attached to a lower surface is attached to a lower end. Construction method.

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