JP2022035152A - Slide construction method for rigid-frame structure - Google Patents

Abstract

To provide a slide construction method for a rigid-frame structure having high safety without generating horizontal force of a column base part by the dead weight of the rigid-frame structure.SOLUTION: Working platforms 2, 2 for assembling a partial frame 3 are installed at a specific position S so as to be movable on slide rails 1, 1. The girder G of the partial frame 3 is supported by the working platforms 2, 2, and is transported to a prescribed position on the slide rails 1, 1 with the lower end of the column in a lifted state. In the transported partial frame 3, the support of the girder G is released by jack-down, and the column base part is anchored on predetermined foundation columns f, f,.. and stands by itself. Before the column base part is placed on the foundation columns f, f,., a deviation from an accurate installation position of the column base part is corrected. The self-standing partial frame 3 and the previously installed partial frame 3 are connected. The working platforms 2, 2 are moved back on the slide rails 1, 1 to the specific position S for assembling the next partial frame 3.SELECTED DRAWING: Figure 1

Description

The present invention relates to a slide method applied when constructing a rigid frame structure.

The slide method may be adopted as a construction method for constructing a long structure such as a platform shed of a railway station or a storage shed such as coal. The slide method is said to have good construction efficiency because when the girders of these buildings are long, the partial frame can be assembled at the assembly site, and finishing materials and the like can be attached and sent out in sequence.

In many cases, the tension direction of the structure is a rigid frame structure, and when the rigid frame frame in which the column base shown in FIG. 11 (a) is supported by a pin is described, the vertical load w of the beam portion is shown in FIG. 11 (b). Bending moments M ₁ and M ₂ as shown in the figure are generated, and a horizontal reaction force H is generated in the column base portion against a force to kick outward (hereinafter referred to as a column base horizontal force). The size increases as the space between the rigid frame frames becomes longer.

Conventionally, when such a rigid frame structure is constructed by the slide method, it has sufficient horizontal rigidity to support the horizontal force of the column base so that the partial frame is structurally stable even during the sliding movement. It was necessary to provide a strong foundation.

Further, as a slide rail, in addition to a rail that receives a vertical load, a horizontal force receiving rail for directly receiving the horizontal force of the column base and transmitting the force to the foundation is also required.

Furthermore, due to the horizontal force of the column base, the column base slides while being pressed against the horizontal force receiving rail, so that frictional drag is generated, which requires a larger traction force, which makes the traction facility large-scale. There was also the problem of becoming. The problem becomes greater as the towed partial frame becomes longer and its weight heavier.

As described above, in the conventional slide method, it is necessary to consider the capacity increase and cost increase of the traction equipment in addition to the installation cost of the foundation and the horizontal force receiving rail for processing the horizontal force of the column base.

Further, even during the slide movement, the horizontal force of the column base portion that tends to spread outward is always acting on the horizontal force receiving rail, so that sufficient safety measures are required.

As a method of suppressing the horizontal force of the column base of the partial frame during slide movement, for example, a tension material for horizontally connecting the column bases of both columns in the tension direction is provided horizontally and tension is introduced to introduce the column base. A construction method that balances with the large horizontal force that tries to open in the horizontal direction can be considered. In this case, if there is an existing object that is higher than the height of the tension material connecting both column bases, it will interfere, so it is not applicable, and the tension introduction device etc. is not applicable because the slide movement is completed and the column base is fixed. Since it is necessary to keep it for all the column bases, a large amount of temporary cost is required in addition to the traction equipment.

In the slide construction method of the rigid frame frame, for example, there is an invention described in Patent Document 1 as a prior art relating to the coping with the horizontal force of the column base portion.

The invention described in Patent Document 1 is a construction method as follows. Assemble the gate-shaped partial frame of the first slide by temporarily receiving both ends of the roof beam and the pillars in a pin-joined state, and in that state, fully tighten the bolts at the joints of the other members to jack down. After installing the roof finish, etc., add members to both ends of the roof beam to complete the ramen frame. The gate-shaped partial frame, which has become a rigid frame frame, is slid and moved on a slide rail by a traction device.

Next, in a place vacated by the slide movement, a new gate-shaped partial frame is temporarily received and assembled with both ends of the roof beam portion in a pin-joined state in the same manner as the first time, and the slided gate-shaped partial frame is assembled. Assemble the roof member that connects with and in the pin-joined state, and jack down in that state.

After that, a roof finish or the like is attached, and members are added to both ends of the roof beam portion of the new gate-shaped partial frame to form a rigid frame frame, and the roof member that connects the already slid and the new gate-shaped partial frame is used as a book. Tighten and integrate. Then, the entire gate-shaped partial frame is slid for the second time from the traction device.
A slide method for an Obari frame frame that repeats the above procedure as many times as necessary is disclosed.

According to this slide method, the horizontal force of the column base generated by the weight of the beam does not occur during the slide movement, so that the conventional problem can be solved.

In this method, in the assembly of the gate-shaped partial frame, both ends of the roof beam portion and the pillar portion are jacked down in a pin-joined state, and after the finishing material of the roof portion is attached, both ends of the roof beam portion of the gate-shaped partial frame are attached. Add members to the roof to make it self-supporting as a ramen frame. That is, since a vertical load is applied before the rigid frame frame is completed and the beam is in a simple beam state, the beam member size is larger than when the finishing material of the roof is attached after the rigid frame frame is completed ( It becomes heavier), and the tendency becomes more remarkable as the length of the tension is longer.

Originally, in a rigid frame structure, the beam and column are rigidly connected, so the maximum bending moment generated in the member is smaller than when both ends of the beam are pin-joined, so the member size is smaller. can do. However, the invention described in Patent Document 1 has a problem that the advantage cannot be exhibited and the cost increases at the cost of not generating the horizontal force of the column base portion generated by the weight of the beam portion.

Further, when the partial frames are connected and lengthened, the weight to be towed becomes heavy, so that there is a problem that a towing device having a large capacity is required.

Patent No. 6636091

The present invention is a slide construction method that is often used as a construction method for a structure in which the span direction is a rigid frame structure and the girders are long. It provides a slide construction method of a rigid frame structure that does not generate a horizontal force at the column base of a partial frame and that the capacity of the traction device is sufficient even with a small capacity.

The first means of the present invention for solving the above-mentioned problems is a slide method of a rigid frame structure.
1) A process in which a frame for assembling a partial frame of the rigid frame structure is installed at a specific assembly position so as to be movable on a slide rail.
2) The partial frame assembled in the frame installed at the assembly position is on the slide rail with the girder portion supported by the frame and the column base portion of the partial frame floating in the air. The process of transporting to a predetermined position.
3) A step in which the partial frame that has been transported to the predetermined position is released from the support by the gantry by jacking down, and the column base portion is fixed on the predetermined foundation column to stand on its own.
It is characterized by including the above steps.

As described above, according to the means of the present invention, since the column base portion of the partial frame is in a state of floating in the air during the slide movement, no horizontal force is generated in the column base portion, and the partial frame to be pulled at one time is The traction device does not require a large capacity because it may be the smallest unit that can stand on its own.

The second means of the present invention is a slide method of a rigid frame structure.
1) A process in which a frame for assembling a partial frame of the rigid frame structure is installed at a specific assembly position so as to be movable on a slide rail.
2) The partial frame assembled in the frame installed at the assembly position is on the slide rail with the girder portion supported by the frame and the column base portion of the partial frame floating in the air. The process of transporting to a predetermined position.
3) A process in which a new frame for assembling the next partial frame is installed at the specific assembly position and the next partial frame is assembled before the partial frame that has been transported to the predetermined position is jacked down. ..
4) The next partial frame is transported to a predetermined position on the slide rail with its column base floating in the air in the same manner as the partial frame, and is connected to the previously transported partial frame. The process of being integrated.
5) A step in which steps 3) to 4) are executed at least once.
6) A step in which all the transported partial frames that have been connected and integrated are released from the support by the gantry by jacking down, and all the column bases are fixed on a predetermined foundation column to stand on their own.
It is a slide method of a rigid frame structure characterized by including the above steps.

As described above, according to the second means of the present invention, as in the first means, the horizontal force of the column base of the partial frame is not generated during the slide movement.

Further, in the first means of the present invention, the preceding partial frame is transported to a predetermined position, jacked down, the column base is fixed and self-supporting, and the support of the partial frame is released at a specific position. The next partial frame cannot be assembled at the specific assembly position (hereinafter referred to as "specific position") until it is returned to, but the second means is to proceed with the assembly of the next partial frame in the meantime. Will be possible.

Further, in the slide method of the rigid frame structure according to the present invention, the column base portion of the partial frame of the rigid frame structure is accurately mounted before being placed on a predetermined foundation column at the time of jacking down. The deviation from the installation position may be corrected by using the position adjusting means. In order to correct the deviation of the column base from the correct installation position before the column base of the partial frame is placed on a predetermined foundation column during jacking down, the column base and the platform are used. A position adjusting means (device) temporarily installed between the column base and the column base can be used to apply a horizontal force to correct the position.

Each gantry that supports the girder portion of the partial frame is configured as a part of the structure by supporting works (vent columns) provided at each support point of the partial frame.

The gantry standing side by side in the stretching direction of the partial frame and standing facing each other may be separated from each other and stand independently. In that case, as a temporary reinforcement against a horizontal force such as an earthquake in the direction orthogonal to the slide that may act during the slide movement, a reinforcing member connecting the girder portion of the partial frame and a part (for example, the lower end portion) of each frame. Is installed.

As a separate reinforcement method for each of the gantry in the direction orthogonal to the slide, they may be connected to each other by a structure such as a truss beam and integrated.

The method of sliding the gantry may be determined in consideration of various conditions at the construction site, such as a wire rope winding method using a winch or a measuring method using a hydraulic jack.

Further, as the partial frame to be transported by one slide, the traction weight is light if it is the smallest unit that can stand on its own as a frame, so that a large capacity is not required as the capacity of the traction device.

As described above, the present invention has the following effects by incorporating a gantry that can move on the slide rail in the slide construction method of the rigid frame structure.

(1) Since the support point of the partial frame is provided in the girder part and the column base is floated in the air during the slide movement, the column base horizontal force, which is a problem in the slide method of the conventional rigid frame structure, is not generated. High safety while moving the slide.

(2) Since the horizontal force of the column base during the slide movement is not generated, it is not necessary to reinforce the slide foundation that receives the horizontal force, and the cost for that can be reduced.

(3) Since the column base of the partial frame is in a state of floating in the air, when the column base is placed on a predetermined foundation column, it is easy to use the temporarily installed position adjusting means (device). It is possible to correct the deviation from the correct installation position.

(4) The partial frame carried by one slide may be the smallest unit that can stand on its own as a frame after jacking down, so that the weight is light and a large capacity traction device is not required.

(5) Since the column base is slid and moved while floating in the air, it is possible to install each column at a predetermined position even if the columns arranged in the girder direction of the building are not parallel to the sliding direction. ..

It is an example of arranging temporary equipment materials at a construction site in the embodiment of the present invention, (a) is a plan showing the situation immediately before the first partial frame 3 starts sliding, and (b) is the first partial frame 3. It is a plan showing the situation in which the gantry 2 is being pulled back after it becomes independent. FIG. 5 is a plan showing a situation in which a second partial frame 3 and a first partial frame 3 are connected in an embodiment of the present invention. In the embodiment of the present invention, it is a figure which shows the situation in which the gantry 2 is being pulled back after the preceding partial frame 3 and 3 became self-reliant, (a) is a cross-sectional view, (b) is X- It is an X cross-sectional view. In the embodiment of the present invention, it is a figure explaining another procedure of a slide, (a) shows the situation just before the second partial frame 3 assembled by a new frame 2 starts sliding, (a) b) is a diagram showing a situation in which the gantry 2 in which two units are connected is pulled back to the vicinity of the specific position S. It is a cross-sectional frame structure in the slide orthogonal direction in the embodiment of the present invention, (a) shows the reinforcement method of the gantry 2 in the tension direction by a brace, (b) is (a) a cross-sectional view, (c) is (A) is a cross-sectional view. In the embodiment of the present invention, it is a cross-sectional frame structure in the slide orthogonal direction showing an alternative gantry reinforcement method from FIG. 5A. FIG. 5A is a frame structure in the case where the girder G of the partial frame 3 has a chevron shape. It is sectional drawing in the slide orthogonal direction in the Example of this invention, and is explanatory drawing at the time of sliding the partial structure 3 of 2 spans in the tension direction. As an example of a ramen frame in which the girder G is supported by the support points A and A, it is a figure which shows the frame model and the load condition used for the structural analysis. 9 shows the analysis results of the frame model, (a) is a bending moment diagram, (b) is a displacement diagram, and (c) is a bending moment diagram and a reaction force when the horizontal movement of the lower end of the column is restrained. (A) shows a frame model in which a vertical load w is loaded on a beam portion of a rigid frame frame supported by a column base pin, and (b) shows a distribution state of bending moments M1 and M2 generated in the rigid frame frame and a column base. It is a figure which shows the partial reaction force H.

The first embodiment of the present invention will be described with reference to FIGS. 1 to 5. In FIG. 1, temporary slide rails (one set of two) 1 and 1 are laid at a building construction site, and gantry 2 and 2 that can move independently on the temporary slide rails 2 and 2 are placed at a specific position S of the partial frame 3. It is a layout drawing which shows the state of being installed. The partial frame 3'displayed with a broken line in the figure indicates a predetermined position in which the first partial frame 3 is slid and installed.

The gantry 2 and 2 can move back and forth on the slide rails 1 and 1 by winding the wire ropes 4 and 4 with the drums 5a and 5a (5b and 5b) of the winding device (winch).

As shown in FIG. 5, the partial frame 3 includes three rigid frame frames F composed of a girder G and two pillars C, and small beams g, g, ..., And a roof surface connecting them. It consists of braces v, v, ..., Etc. arranged in the surface of the wall surface. In actual construction, it seems that secondary members such as furring strips and finishing materials are often attached, but this is omitted in this example.
In the figure, f, f, ... Indicates a foundation pillar on which pillars C, C, ... Are installed, and 9 indicates an existing or post-construction facility (for example, a platform of a railway station).

In this embodiment, the procedure for carrying out the slide work is as follows.
1) As shown in FIG. 1, the girder G of the three-sided ramen frame F straddles the support works 2a and 2a of the gantry 2 and 2 installed at the specific position S (see FIG. 5A). The (first) partial frame 3 supported by the two support points A and A, respectively, is assembled. At this time, the column bases (column lower ends) of the columns C, C, ... Are floating in the air at a position slightly higher than the top ends of the foundation columns f, f, ... (FIGS. 1, FIG. 5).

2) The gantry 2 and 2 on which the partial frame 3 supported by the support points A and A at two points of each girder G are mounted are slid by the wire ropes 4 and 4 being wound by the drums 5a and 5a. The rails 1 and 1 are transported in the direction of the arrow (see FIG. 1A) to a predetermined position (partial frame 3'with a broken line).

3) At the predetermined position, the partial frame 3 is released from the support of all the support points A, A, ... By jacking down, and the column bases of the columns C, C, ... Are placed on the foundation columns f, f, ..., respectively. It is placed, fixed with anchor bolts, and self-supporting (see FIG. 1 (b)).

At the time of jacking down, before the pillar bases of the pillars C, C, ... Are placed on the predetermined foundation pillars f, f, ..., they are installed between the pillar bases and the lower ends of the gantry 2, 2. The position adjusting devices 6 and 6 (see FIG. 5A) apply an outward horizontal force to the column bases to correct the deviation from the correct installation position.

A specific example of the above horizontal force will be described later, but if the deviation from the accurate installation position of the column base is small enough to cause no problem in the construction of the partial frame 3, the position adjusting devices 6 and 6 may be used. Anchor bolt holes (not shown) of the column base plate are made large in advance without being used, and after the anchor bolts are inserted and the column bases are placed on f, f, ..., The anchors are said. A conventional method of welding a washer plate covering the bolt holes to the base plate is also possible.

4) After the partial frame 3 is fixed on the foundation pillars f, f, ... And becomes independent, the wire ropes 4 and 4 are wound on the drums 5b and 5b to form the next partial frame. Is moved back in the direction of the arrow (see FIG. 1B) on the slide rails 1 and 1 to the specific position S for assembling.

5) Using the gantry 2 and 2 returned to the specific position S, the next partial framing 3 is assembled by the same procedure as above, slid in the direction of the arrow (see FIG. 2), and jacked down. It is installed in place.

6) The connection portion 3a with the partially installed partial frame 3 is connected by a beam g, g, ..., Etc., and the two partial frame frames 3, 3 are integrated (see FIG. 2). An aerial work platform or the like may be used for the member mounting work of the connection portion 3a.

7) After the two partial frames 3 and 3 are integrated and become independent, the frames 2 and 2 again point in the direction of the arrow on the slide rails 1 and 1 to the specific position S for assembling the next partial frame (FIG. 3 (a). ), (Refer to (b)) and pulled back.

The above procedure is repeated until the final partial frame, and after all the frame construction is completed, the frames 2 and 2 are pulled back to the vicinity of the specific position S and disassembled, and the slide rails 1, 1 and the traction device (drum 5a, 5b etc.) will be removed.

In the above, the partial frames 3 are jacked down one by one, but for example, two or more partial frames 3 may be connected and then jacked down. That is, referring to FIG. 4A, when the partial frame 3 (displayed by the solid line at the right end of the figure) that has been transported to the predetermined position is in the state before jacking down, the new frame 2 is set at the specific position S. The next partial frame 3 is assembled by 2 and is pulled by the wire rope 4 in the direction of the thick arrow in the figure, and is as shown by the broken line arrow to a predetermined position next to the transported partial frame 3 (dashed line display part). This is a method in which two partial frames 3, 3 are connected by a small beam g, g, ..., Etc., and then integrally jacked down.
In FIG. 4, the number of partial frames 3 to be integrated is two, but three or more may be connected and integrated before jacking down.

The two partial frames 3 and 3 that have been jacked down and become self-supporting, and the frames 2 and 2 that have been unsupported, are connected and pulled back together in the direction of the arrow (see FIG. 4 (b)) to the vicinity of the specific position S. ..

In the above procedure 3), it is necessary to correct the deviation from the correct installation position before the column bases of the columns C, C, ... Are placed on the predetermined foundation columns f, f, ... During jacking down. However, it involves the problems specific to the method according to the present invention. Hereinafter, it will be described with reference to FIGS. 9 and 10.

FIG. 9 shows a frame model for analysis (symmetrical) in which the girder G of the ramen frame F on one surface is vertically supported at two support points A and A, and the lower ends of the columns C and C are suspended in the air. To). In addition to the evenly distributed load (the weight of the girder) wg, the node load Pg including the secondary member and the finishing material is loaded on the girder G, and the columns C and C rigidly joined to both ends of the girder G are the secondary members. And the finishing material is attached, and the evenly distributed load wc including the column's own weight is the vertical load.

In such a state, the lower ends of the columns C and C are displaced inward in the horizontal direction δh. Therefore, in the present invention, the column bases of the columns C and C are placed on the foundation columns f and f. It is necessary to apply a horizontal force P to the column base portion in the outward direction to push the displacement δh back to zero.

Here, as an example, a calculation example is shown in which the displacement δh and the horizontal force P required to push it back to zero are obtained. The calculation conditions were assumed as follows in FIG.
Beam length s = 19.115m, column length h = 9.015m
Girder G: H-900 × 300 × 16 × 32
wg = 3.04kN / m (self-weight of girder), Pg = 5.65 to 15.21kN (secondary member + finishing material)
Pillar C: □ -550 × 550 × 32, wc = 7.17kN / m (pillar own weight + secondary member + finishing material)

The calculation results are shown in FIGS. 10 (a) to 10 (c). (A) is a bending moment diagram, and (b) is a displacement diagram. Further, (c) is a bending moment diagram when the horizontal movement of the lower end portion of the column is restrained in order to obtain the horizontal force P when the displacement δh of the column base portion is pushed back to zero. From (b), the horizontal displacement of the lower end of the column is δh = 19.6 mm. Further, from (c), it can be seen that the horizontal force required to push the displacement δh back to zero is P (= 124 kNm / 9.015 m) ≈13.8 kN.

From the above example, the horizontal displacement δh (= 19.6 mm) of the lower ends of the columns C and C and the magnitude of the horizontal force P (≈13.8 kN) required to push it back to zero are not so large. You can see that. Therefore, with this level of horizontal force P, even if the reaction force is received at the feet of the vent columns 2a and 2a at the same height as the lower ends of the columns C and C, they slide from the legs of the vent columns 2a and 2a. Force can be safely transmitted to the ground via rails 1 and 1.

In the configuration of the gantry 2, for example, as shown in FIGS. 5A and 5B, one support point A is supported by one vent support 2a, and the support point A on one side of the slide rail 1 side. The same number of vent columns 2a as the number of (3 locations in FIG. 5) are connected to each other by connecting members b, b, ... And braces v, v, ..., And integrated.

Further, in order to secure resistance to an earthquake horizontal force in the direction orthogonal to the slide, the pair of gantry 2 and 2 supporting the partial frame 3 have reinforcing braces 7 and 7 as shown in FIG. 5A. Is hung between the support points A and A of the girder G and the lowermost portions of the vent columns 2a and 2a. This is a simple temporary reinforcement method using the main girder G.

As another method for ensuring the resistance force in the direction perpendicular to the slide, for example, as shown in FIG. 6, a pair of frames 2, 2 are connected to each other by a structure, for example, a truss beam T, and the resistance force is applied to a horizontal load. It is conceivable to make the truss rigid frame frame sufficiently stable. In this case, since it is possible to move between the two frames 2 and 2, it can also be used as a scaffolding for the assembly work of the partial frame 3.

As described above, since the gantry 2 in the present invention uses the vent column 2a which is premised on repeated use, it is easy to disassemble and assemble, and the temporary cost is low.

In the above embodiment, the girder G of the rigid frame frame F is horizontal, but for example, as shown in FIG. 7, when the ridge is higher than the eaves, the support points A and A of the girder G are. Since it tends to spread outward due to its own weight, it is preferable to install a tie bar 8 connecting the support points A and A in order to suppress it.

Further, FIG. 8 shows a case where the rigid frame frame F is continuous for two spans, and shows the frame structure in the slide orthogonal direction. A pair of slide rails 1, 1 and gantry 2, 2 are provided in each span. In this case, it is necessary to operate the synchronization of the slide movement speeds of the gantry 2, 2, ... With four rows more carefully than in the case of two rows.

In the present invention, when the slide method is adopted as a construction method for a structure having a rigid frame structure in the Zhangma direction and having a long girder line, such as a platform roof of a railway station, the conventional method is used. Since no horizontal force is generated to kick the column base during slide movement and the capacity of the traction device can be reduced, safety is improved and foundation construction costs and equipment costs are also reduced. I can contribute.

1: Slide rail 2: Platform 2a: Support work (vent support)
3, 3': Partial frame 3a: Connecting part 4: Wire rope 5a, 5b: Drum 6: Position adjusting device 7: Reinforcing brace 8: Tie bar 9: Platform A: Support point C: Pillar F: Rahmen frame G: Girder H : Horizontal reaction force P: Horizontal force S: Specific position S (specific assembly position)
T: Truss beam b: Lumber f: Foundation pillar g: Small beam v: Brace

Claims (6)

It is a slide method for rigid frame structures.
1) A process in which a frame for assembling a partial frame of the rigid frame structure is installed at a specific assembly position so as to be movable on a slide rail.
2) The partial frame assembled in the frame installed at the assembly position is on the slide rail with the girder portion supported by the frame and the column base portion of the partial frame floating in the air. The process of transporting to a predetermined position.
3) A step in which the partial frame that has been transported to the predetermined position is released from the support by the gantry by jacking down, and the column base portion is fixed on the predetermined foundation column to stand on its own.
A slide method for rigid frame structures, characterized by including the above steps. It is a slide method for rigid frame structures.
1) A process in which a frame for assembling a partial frame of the rigid frame structure is installed at a specific assembly position so as to be movable on a slide rail.
2) The partial frame assembled in the frame installed at the assembly position is on the slide rail with the girder portion supported by the frame and the column base portion of the partial frame floating in the air. The process of transporting to a predetermined position.
3) A process in which a new frame for assembling the next partial frame is installed at the specific assembly position and the next partial frame is assembled before the partial frame that has been transported to the predetermined position is jacked down. ..
4) The next partial frame is transported to a predetermined position on the slide rail with its column base floating in the air in the same manner as the partial frame, and is connected to the previously transported partial frame. The process of being integrated.
5) A step in which steps 3) to 4) are executed at least once.
6) A step in which all the transported partial frames that have been connected and integrated are released from the support by the gantry by jacking down, and all the column bases are fixed on a predetermined foundation column to stand on their own.
A slide method for rigid frame structures, characterized by including the above steps. In the slide method of the rigid frame structure according to claim 1 or 2.
Before the column base of the partial frame of the rigid frame structure is placed on a predetermined foundation column during jacking down, the deviation from the correct installation position of the column base uses the position adjusting means. A slide method for rigid frame structures, which comprises a process of being modified. In the slide method of the rigid frame structure according to any one of claims 1 to 3,
The frame that supports the partial frame of the rigid frame structure is a slide method of the rigid frame structure, characterized in that a support provided at each support point of the partial frame is configured as a part of the structure. In the slide method of the rigid frame structure according to any one of claims 1 to 4.
A rigid frame characterized in that a reinforcing member is installed to connect a part of each frame erected side by side in the stretching direction of the partial frame of the rigid frame structure and a girder portion of the partial frame. Slide construction method for structures. In the slide method of the rigid frame structure according to any one of claims 1 to 4.
A slide method for a rigid frame structure, characterized in that the rigid frame structures erected side by side in the direction of the partial frame of the rigid frame structure are directly connected to each other by the structure.

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