METHOD OF BUILDING A FLOOR FOR A BOILER CAGE

Information

  • Patent Application
  • 20080028723
  • Publication Number
    20080028723
  • Date Filed
    July 31, 2007
    17 years ago
  • Date Published
    February 07, 2008
    16 years ago
Abstract
The floor, which became a block, can easily be attached to the designated floor position, so that the reduction of both the construction cost and the construction period are achieved. It is a method of building the plural floors on the part of the boiler cage part, and one floor 13A is built on a lifting frame 18 put on the ground, and the floor 13A and the lifting frame 18 are both jacked up by jacks 14. Subsequently the lifting frame 18 which separated the floor 13A is jacking down and returned to the ground. Plural floors are built for lower floor from upper floor one after another by repeating such a series of steps.
Description

BRIEF DESCRIPTION OF THE DRAWINGS


FIG. 1 is a side view illustrating a main architecture of large-scale boiler for thermal power plant performing the present invention just before that.



FIG. 2 is an A-A sectional plane view of FIG. 1.



FIG. 3 is a plane view of the lifting frame.



FIG. 4 is a side view illustrating the situation where a floor is built on a lifting frame.



FIG. 5 is a plane view of FIG. 4.



FIG. 6 is an explanatory drawing showing installation situation of floor 13A.



FIG. 7 is an explanatory drawing showing installation situation of floor 13B.



FIG. 8 is a process drawing showing an example of construction process of the boiler cage part floor.



FIG. 9 is a side view showing an example of architecture of large-scale boiler for a thermal power plant.





DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS

The embodiments of the present invention are described below with reference to the accompanying drawings.



FIG. 1 is the side view which illustrated main architecture of a large-scale boiler for thermal power plant just before the implementation of the present invention. A Boiler main body 1 is hung from a sky beam 3 of a boiler frame 2 through hanging portion 4.


Inside of boiler main body 1, a second and third super-heater 5, a reheater 6, a primary super-heater 7, an economizer 8 are placed; and the lower parts of the re-heater 6 and the economizer 8 are formed to be an eco-hopper 9. Plural of wind boxes 10 are arranged to a furnace wall of the boiler main body 1. A left area 11 of the boiler frame 2 is the area where coal bunker is positioned.


The area below the eco-hopper 9 is assumed as a cage part 12. Until installation of various equipments such as a re-heater 6, a primary super-heater 7, a economizer 8, and an eco-hopper 9 are completed, a lifting root R of the each equipment block is kept clear without attaching a floor to the cage part 12.


And after the installation of the each equipment is completed, multiple levels of floors 13 (13A, 13B, 13C, and 13D) are built in a position shown with a 2 dotted line in the cage part 12.



FIG. 2 is an A-A sectional plane view of FIG. 1. The cage part 12 is partitioned in the first area 12A and the second area 12B. At first, as a preparation to build floors 13 to the first area 12A, jacks 14 are installed in four top corners of the first area 12A.


In other words, a jack base 16 is provided temporarily in each of four top corners; and a jack 14 is set to this jack base 16. The jack 14 is the center-hole type jack, and it lifts up and down the mid-ship part of the main body with a suspension cable by hydraulic pressure activation mechanism.



FIG. 3 is a plane view of the lifting frame. A lifting frame 18 is formed with two cross members 18A and one bottom member 18B of the H mould steel with a plane U-shaped type construction (shifted by 90 degrees in the drawing). It is put on the ground, and one floor is built on the lifting frame 18. Lifting lugs 20 engaging with suspension cables of jacks 14 are attached to the both ends of two sides of opposed cross members 18A of lifting frame 18. The reference numbers 22 shown in FIG. 3 represents four columns defining the first area 12A. When lifting frame 18 is placed at the position displayed in the drawing, the position of lifting lugs 20 are set so that cores of the lifting lugs 20 agree with the centers of jacks 14.



FIG. 4 is a side view illustrating the situation where a floor is built on a lifting frame, and FIG. 5 is its plane view. Raising members 26 are posted in the ground 24, and the lifting frame 18 is put on the raising members 26. Multiple quantities of columns 28 are posted on the lifting frame 18 next. The floor 13 is built on the lifting frame 18 through these columns 28. An opening 30 is established in the necessary location in floor 13; a handrail and a stairway are also attached. Also, small equipment 32 such as a pipe arrangement 34, a duct 36 placed above and below the floor 13 are attached as necessary. It should be noted that the lifting lug 20 of the lifting frame 18 is exposed from floor 13 so that it can engage with the suspension cable 38 hanging down from the jack 14.


As a lifting frame is made in a plane U-shaped type, authorized personnel and service vehicles can easily access in and out from an open side of the U-shaped type. Thus, the efficient building operation for the floor 13 can be achieved by installing the floor member parts start from the back side of the U-shape and end at the open side of the U-shape sequentially.


It should be noted that the level adjustment is easy when there is an irregularity in the underside of the floor 13 as the floor 13 is built on the lifting frame 18 through the columns 28. It should be notes that the adjustment level can easily be manipulated when there is an irregularity in the underside of the floor 13, as the floor 13 is built on the lifting frame 18 through the columns 28.


Furthermore, the strength of disengaging part of the U-shaped type lifting frame 18 is reinforced indirectly by the beam member of a built floor 18. Thus, even if the cross members 18A and the bottom member 18B forming the lifting frame 18 have a minimum section modulus or thin members are used, the lifting frame is strong enough against the suspension loads.


A block of single floor 13 is built on the lifting frame 18 on ground; and each floor is jacked up with the lifting frame 18 and installed to the designated position.


In other words, after having locked the lower end of the each suspension cable 38 that is hanging down from four jacks 14 stationed on a top of first area 12A to a lifting lug 20 of the lifting frame 18, the four jacks 14 is operated in synchronism for jacking up the floor 13 together with the lifting frame 18.


It is desirable that a horizontal sensor is placed on the floor 13, and the synchronizing control of the four jacks 14 are conducted with the output signal of the level sensor so that the floor 13 keeps its level. Also, when jack 14 is a hydrostatic drive-type jack, it is desirable that synchronizing control feeds oil from the common hydraulic pump (not shown) so as to make the jack stroke of each jack 14 become same as other jacks 14.



FIG. 6 is the explanatory drawing which shows initial situation of the floor installation, and it shows installation situation of highest floor 13A of the first area 12A shown in FIG. 2.


Initially, the lifting frame 18 is engaged with the suspension cable 38 hanging down from the jack 14 as illustrated in FIG. 6 (1); and the floor 13A is built on the lifting frame 18. As shown in FIG. 6 (2), the floor 13A is raised and the frame 18 is jack to the height of its designated floor, then the floor 13A is attached to column 22.


When the installation of floor 13A is completed, the lifting frame 18 is freed from the floor 13A and jacked down as illustrated in FIG. 6 (3). In doing so, the column 28 is also jacked down together with the lifting frame 18. FIG. 7 is the explanatory drawing which showed the next situation of the floor installation. Following the situation shown in FIG. 6 (3), the installation situation of floor 13B which is lower floor of floor 13A is shown.


At first the lifting frame 18 in the empty condition is returned to the ground as shown in FIG. 7 (1) through the jacking down operation, floor 13B will be built on this lifting frame 18.


Next, as shown in FIG. 7 (2), the floor 13B is lifted with the lifting frame 18. After having attached the jacked up floor 13B to the column 22 at the designated floor height, the lifting frame 18 which separated floor 13A will be jacked down as shown in FIG. 7 (3). In the same way, the sequence of operation will be repeated to assemble the floor 13 on the lifting frame 18, to jack up the frame 18, to attach the floor 13 to the designated floor height, to jack down the disengaged lifting flame 18, so as to build each floor from a higher floor to a lower floor.


It should be noted that it is necessary to secure the passage line of each suspension cable 38 hanging down from four jacks 14 respectively through the jack-up operation. For achieving this goal, each floor 13 is assembled and jacked up with partial cut-aways 40A, 40B, 40C and 40D so as to secure the passage lines of the suspension cables 38 as shown in FIG. 5.


And after all floors 13 are attached to the designated floor height, and having removed four jacks 14, partial cut-aways 40A, 40B, 40C and 40D of each floor 13 are put back to normal condition.



FIG. 8 is the process drawing which exemplified the construction process of the boiler cage part floor by above mentioned method.


At first, a jack mechanism is set to a top of the first area 12A among the cage part 12 as indicated in FIG. 2. A floor of plural floors in the first area 12A is built from the upper floor in order of the floor 13A, the floor 13B, floor 13C, and the floor 13D; that is from the highest floor to the lower.


When the construction of the floor at first area 12A is finished, a jack mechanism is moved and relocated to a top of the second area 12B.


And a floor of plural floors in the second area 12B is built from the upper floor in order of the floor 13A, the floor 13B, the floor 13C and the floor 13D; that is from the highest floor to the lower floor. According to the construction method of the boiler cage part floor of the present embodiment, even in the condition where the usage of the crane after installation of the eco-hopper 9 is in a difficult situation, floors 13 in a shape of blocks can be attached easily, which contributes the reduction of the construction cost and the shortening the construction period.


In the above embodiment, it is described that the first part of the cage is divided into the first area 12A and the second area 12B, and the respective floors 13 are built separately. However, as for the present invention, by the entire floor may be built as a whole, without being limited to the embodiment.


Additionally, it is described in the embodiment that each floor 13 is built on lifting frame 18 through multiple columns 28. However, according to the present invention, the floor 13 may be built on the lifting frame 18 directly without being limited to the embodiment.


Furthermore, as a jack mechanism, the usage of the center hole type jack 14 is explained. However, the jack mechanism to be used in the present invention can be various measures without being limited to it; for example, a mechanism using the winch mechanism is also included in the scope of present invention.


While there have been described herein what are considered to be preferred and exemplary embodiments of the present invention, other modifications of the invention shall be apparent to those skilled in the art from the teachings herein and, it is therefore, desired to be secured in the appended claims all such modifications as fall within the true spirit and scope of the invention. Accordingly, what is desired to be secured by Letters Patent of the United States is the invention as defined and differentiated in the following claims.

Claims
  • 1. A method of building a floor for boiler cage comprising the steps of: building a single floor onto a lifting flame positioned on the ground;jacking-up said floor together with said lifting flame then fixing said floor to a designated floor height; anddetaching said floor from said lifting flame then jacking-down said lifting flame to the ground;wherein multiple levels of floors are built from the higher most floor to the lower most floor by repeating said building, jacking-up and down steps.
  • 2. The method of building a floor as claimed in claim 1, wherein said the lifting frame is formed in a U-shape, and the strength of the lifting frame is reinforced by the beam member of a built floor.
  • 3. The method of building a floor as claimed in claim 1, wherein multiple quantities of the columns are posted on the lifting frame, and said floor is built on the lifting frame through said columns.
  • 4. The method of building a floor as mentioned in claim 1, wherein a jacking mechanism is formed with multiple quantities of jacks installed at the top portion of the boiler cage part.
  • 5. The method of building a floor as in claim 4, wherein said jack is of a hydrostatic drive-type, and a synchronizing control feeds oil from a common hydraulic pump so as to make the stroke of each said jack become identical as that of other jacks.
  • 6. The method of building a floor as claimed in claim 4, wherein a level sensor on the floor is installed so that the synchronizing control of the jacks is accurately achieved based upon the output signal of said level sensor.
  • 7. The method of building a floor as claimed in claim 4, wherein a part of each floor is cut or formed through a notch portion or a through hole so as to secure the passage lines of the hanging cables from the plural jacks respectively when the floors are lifted; and after all floors are attached to designated floor position, and having removed the connection with the jacks, the part of each floor which is cut or formed through a notch portion or through hole is filled in to perform a normal usable condition.
  • 8. The method of building a floor as claimed in claim 1, wherein construction of the floors is performed after installation of an eco-hopper located in the upper portion of the aforementioned part of the boiler cage.
  • 9. The method of building a floor as claimed in claim 6, wherein said jack is of a hydrostatic drive-type, and a synchronizing control feeds oil from a common hydraulic pump so as to make the stroke of each said jack become identical as that of other jacks.
  • 10. The method of building a floor as claimed in claim 9, wherein a part of each floor is cut or formed through a notch portion or a through hole so as to secure the passage lines of the hanging cables from the plural jacks respectively when the floors are lifted; and after all floors are attached to designated floor position, and having removed the connection with the jacks, the part of each floor which is cut or formed through a notch portion or through hole is filled in to perform a normal usable condition.
Priority Claims (1)
Number Date Country Kind
2006-212384 Aug 2006 JP national