JP2011032828A - Structure and method for temporarily fixing steel frame - Google Patents

Abstract

<P>PROBLEM TO BE SOLVED: To facilitate detachment of a member, and to prevent a steel pipe from tilting, even when receiving a strong wind. <P>SOLUTION: Characteristically, this structure for holding the pair of steel pipes 20 in the welding and connection of the pair of steel pipes 20 arranged in upper and lower positions includes: a plurality of pairs of brackets 21 which are attached at intervals in the corresponding positions of the connecting ends of the pair of steel pipes 20; a first temporary fixing implement 60 which is made of an extensible member capable of fixing its length, which is interposed between the plurality of pair of brackets 21, and which has its length fixed, in the state of being extended to make both ends abut on the pair of brackets 21; and a second temporary fixing implement 70 which restrains the plurality of pairs of brackets 21 from being separated from each other. <P>COPYRIGHT: (C)2011,JPO&INPIT

Description

  The present invention relates to a structure and method for temporarily fixing an upper steel frame to a lower steel frame when the steel frame is welded up and down.

  Conventionally, as a method of constructing piers, a plurality of steel pipes are erected in the vertical direction at positions corresponding to the inside of the piers, and vertical main bars are arranged around these steel pipes, and the vertical main bars are surrounded. A hybrid slip foam method is used in which a PC strand is wound and a concrete pier is constructed by placing concrete in the slip foam while raising the slip foam by taking a reaction force on the upper end of the steel pipe (for example, , See Patent Document 1).

  In this construction method, when the steel pipes are connected vertically, the upper steel pipe is welded in the gap portion with a predetermined gap above the lower steel pipe and temporarily fixed in a vertical state. As a method of temporarily fixing the steel pipe, a method of connecting the steel pipes by welding the erection pieces over the upper and lower steel pipes can be considered, but if they are connected by the erection pieces, the position and inclination of the steel pipes are finely adjusted. Is difficult.

  On the other hand, Patent Document 1 discloses a method that can be temporarily fixed while finely adjusting the position and posture of the steel pipe. In this method, a plurality of flange brackets with bolt holes opened in the vertical direction are attached around the connection side end of each steel pipe to be connected in advance, and the bolts are inserted into the bolt holes of the flange bracket of the lower steel pipe. At the same time, a nut for level adjustment is attached to this bolt. Then, the upper steel pipe is installed on the lower steel pipe, the bolt is inserted into the bolt hole of the flange bracket attached to the upper steel pipe, and the height of the level adjusting nut is adjusted. Is adjusted and temporarily fixed so that a predetermined gap for welding is formed between the upper and lower steel pipes. In this state, the ends of the upper and lower steel pipes are welded to each other, the bolts are removed, and then the parts that could not be welded due to the bolts are welded.

Japanese Patent Laid-Open No. 11-131423

  When the steel pipe is temporarily fixed by the bolt and the level adjusting nut as in the method disclosed in Patent Document 1, if the steel pipe is distorted by welding work, a large force is generated between the flange bracket and the bolt. The bolt may not be able to be removed due to the action, and in that case, it is necessary to cut and remove the bolt. If the bolt is cut in this way, the jig for temporarily fixing the steel pipe cannot be reused.

  Therefore, for example, as shown in FIG. 10, a plurality of pairs of brackets 21 made of plate material are attached around the upper and lower steel pipes 20 so as to extend in the vertical direction, and openings 21A are provided in the brackets 21 and openings 161 are provided at both ends. The expansion / contraction member 160 is interposed between the brackets 21, and the bolts 170 are horizontally inserted through the openings 161 formed at both ends of the expansion / contraction member 160 and the openings 21 </ b> A formed in the bracket 21. It can be considered that both ends of the elastic member 160 are fixed to the bracket 21 by tightening the nut 171. According to such a configuration, the position adjusting jig can be easily removed by loosening the expansion / contraction part 160 even if the steel pipe 20 is distorted by the welding operation. However, it is necessary to provide a slight gap between the bolt 170 and the opening 161 in the mounting portion, and when a large lateral force is applied to the upper portion of the steel pipe 20 due to strong winds or the like, a gap between the two is provided. May be displaced and the upper steel pipe 20 may be inclined.

  The present invention has been made in view of the above problems, and its purpose is to facilitate removal of a member used for temporary fixing, and to cause inclination of a steel frame such as a steel pipe even when subjected to a strong wind. It is an object of the present invention to provide a structure and method for temporarily fixing a steel frame that can prevent the above.

The temporary fixing structure of the steel frame of the present invention is a structure in which the upper steel frame is temporarily fixed to the lower steel frame, and the upper end of the lower steel frame and the lower end of the upper steel frame are vertically opposed to each other. A plurality of pairs of brackets attached to each other at an interval, and an extensible member interposed between each pair of the brackets, with both ends extending in contact with the bracket. And a second jig for applying a force in a direction to draw each pair against each pair of the brackets.
In the present invention, when the upper steel frame is temporarily fixed to the lower steel frame, when the upper and lower steel frames are connected by welding or the like, the upper steel frame is attached to the lower steel frame prior to the connection work. This means that it is held in a predetermined position and posture.

  In the steel frame temporary fixing structure, the first jig includes a body member in which thread holes are formed at least at both ends, a thread portion that is screwed into the thread holes of the body portion, and the bracket. And an abutting member having an abutting portion in contact with the abutting member, and may be configured to expand and contract by rotating the body member in a state in which the rotation of the abutting member is constrained.

In addition, the second jig includes a body member having thread holes formed at least at both ends, a thread portion that is screwed into the thread hole of the body portion, and a holding portion that can hold the bracket. The body member is configured to be extendable and contractible by rotating the body member in a state in which the rotation of the holding member is constrained, and the contraction is performed while the bracket is held by the holding unit. A force in a direction of pulling each other may be applied to each pair of brackets.
Further, the second jig may be attached to the outside of the first jig with respect to the steel frame.

  Further, the temporary fixing method of the present invention is a method of temporarily fixing the upper steel frame to the lower steel frame, and a position that vertically opposes the upper end portion of the lower steel frame and the lower end portion of the upper steel frame. A plurality of pairs of brackets are attached at intervals to each other, and a first jig made of an extensible member is interposed between each pair of the brackets and extended so as to contact the brackets. A second jig for fixing a length and applying a force in a direction to draw each pair of the brackets toward each other is attached.

  According to the present invention, the load of the upper steel frame is transmitted to the lower steel frame by the first jig, and a force in a direction to draw the upper steel frame to the upper and lower steel frames by the second jig acts. Can be temporarily fixed to the side steel frame. Further, when welding is completed, the jig can be easily removed by contracting the first jig and loosening the force applied by the second jig. Furthermore, even when a large lateral force is applied to the upper part of the steel pipe due to strong winds, the second jig is restrained so that the brackets attached to the upper and lower steel frames are not separated, so that the steel pipe is inclined. Can be prevented.

It is the schematic for demonstrating the method of constructing a bridge pier by the hybrid slip foam construction method of this embodiment. It is a figure which shows the steel pipe used with the hybrid slip foam construction method of this embodiment, (A) is a front view, (B) is II sectional drawing. It is a front view which shows the connection part of the steel pipe temporarily fixed. It is a perspective view which shows the temporary fixing jig attached to the steel pipe. (A) is the enlarged view of the I section in FIG. 3, (B) is the II sectional view in (A), (C) is the II-II sectional view in (A). The structure of a 1st temporary fixing jig is shown, (A) is a front view, (B) is a side view. The structure of the 2nd temporary fixing jig is shown, (A) is a front view, (B) is a side view. It is a front view which shows the connection edge part of the steel pipe temporarily fixed when a horizontal force acts on a steel pipe by a strong wind. It is a figure which shows the connection part of a bracket and a 1st temporary fixing jig at the time of using the bolt of the type by which only the front-end | tip part is cut as a bolt which fixes a 1st temporary fixing jig to a bracket. It is a figure which shows an example of the method of temporarily fixing a steel pipe.

Hereinafter, as an embodiment of a method for temporarily fixing a steel frame according to the present invention, a case where an upper steel pipe is temporarily fixed to a lower steel pipe when a bridge pier is constructed by a known hybrid slip foam method will be described as an example.
FIG. 1 is a schematic view for explaining a method of constructing a pier by a hybrid slip foam method. As shown in the figure, in the hybrid slip form method, first, the ground is excavated, the lowermost steel pipe 20 is arranged in the excavated portion, and the foundation 10 is constructed so that the lower end of the lowermost steel pipe 20 is embedded. To do. Next, the steel pipe 20 is sequentially welded upward. In parallel with this, the longitudinal bars 30 are arranged around the steel pipe 20. When the connection work of the uppermost steel pipe 20 is completed, a reaction force frame is provided at the uppermost part of the steel pipe 20, a slip foam device is installed so as to be suspended by the reaction force frame, and the slip foam device is raised. While placing concrete.

In the present embodiment, the step of welding connection of the steel pipe 20 in the hybrid slip foam method is performed as described below.
2A and 2B are views showing a steel pipe 20 used in the hybrid slip foam method according to the present embodiment, in which FIG. 2A is a front view and FIG. 2B is a cross-sectional view taken along line II in FIG. As shown in the figure, the steel pipe 20 used in the present embodiment has a plurality of brackets 21 that are spaced apart from each other in the circumferential direction at upper and lower ends (however, the lowermost steel pipe is the upper end only). It is attached perpendicularly to the surface of the steel pipe 20 so as to extend in the axial direction.

  When welding the upper and lower steel pipes 20, first, the upper steel pipe 20 is opened above the lower steel pipe 20 with a predetermined gap for welding, and the bracket 21 of the upper steel pipe 20 is attached to the lower steel pipe 20. It arrange | positions so that it may be located right above the bracket 21, and is temporarily fixed in a perpendicular state.

FIG. 3 is a front view showing the connection end portion of the temporarily fixed steel pipe 20, and FIG. 4 is an enlarged perspective view showing temporarily fixing jigs 60 and 70 attached to the steel pipe 20. 5A is an enlarged view of a portion I in FIG. 3, FIG. 5B is a cross-sectional view taken along the line II in FIG. 5A, and FIG. 5C is a cross-sectional view taken along the line II-II in FIG.
As shown in FIGS. 3 to 5, the upper steel pipe 20 is temporarily fixed above the lower steel pipe 20 by the first and second temporary fixing jigs 60 and 70 attached to the brackets 21 of the upper and lower steel pipes 20. Has been. As shown in FIGS. 4 and 5, the second temporary fixing jig 70 is attached to the outer peripheral side of the first temporary fixing jig 60 with respect to the steel pipe 20.

  FIG. 6 shows a detailed configuration of the first temporary fixing jig 60, (A) is a front view, and (B) is a side view. As shown in the figure, the first temporary fixing jig 60 includes a body part 61 and a pair of gripping parts 62. The body portion 61 is a hexagonal columnar member having a threaded hole 61A penetrating in the axial direction. The grip portion 62 is a member formed by connecting a rod-shaped screw portion 64 having a thread formed on the outer surface to a grip portion main body 63 formed in a U-shape. The gripping part main body 63 is composed of a base part 63C and a pair of leg parts 63A erected vertically at both ends of the base part 63C. Each leg 63A is formed with an opening 63B so that the central axes coincide. Further, the thread portion 64 is connected to the center of the base portion 63C. The gripping part 62 is attached to the body part 61 by screwing the threaded part 64 to both ends of the threaded hole 61 </ b> A of the body part 61.

  One end portion is formed with a right-hand thread and the other end portion is formed with a left-hand thread on the inner peripheral surface of the thread hole 61 </ b> A formed in the body portion 61. Further, one of the threads formed on the surface of the thread section 64 of the pair of gripping sections 62 is a right-hand thread and the other is a left-hand thread, and each of the thread holes 61A is threaded at the end on the same side. Match.

  According to such a configuration, when the body portion 61 is rotated in one direction in a state in which the rotation of the upper and lower gripping portions 62 is restricted, the upper and lower screws of the screw hole 61 </ b> A are reversed, When the gripping part 62 advances from the body part 61 and is rotated in the other direction, the pair of gripping parts 62 are retracted into the body part 61.

  FIG. 7 shows a configuration of the second temporary fixing jig 70, (A) is a front view, and (B) is a side view. As shown in the figure, the second temporary fixing jig 70 includes a turnbuckle main body 71 and a pair of gripping portions 72. At both ends of the turnbuckle body 71, screw holes 71A are formed. One of these screw holes 71A is a right-hand thread and the other is a left-hand thread.

  The gripping portion 72 is formed by connecting a rod-like screw portion 74 having a screw formed on the outer periphery to a frame portion 73 formed in a rectangular ring shape. One of the threads formed on the surface of the thread section 74 of the pair of gripping sections 72 is a right-hand thread and the other is a left-hand thread, and this thread has the same direction of the screw of the turnbuckle body 71. Screwed into the hole 71A.

  With this configuration, when the turnbuckle body 71 is rotated in one direction while restraining the rotation of the pair of gripping parts 72, the pair of gripping parts 72 advances from the turnbuckle body 71, and when the turnbuckle body 71 is rotated in the other direction, the pair of grips The part 72 will retreat into the turnbuckle body 71.

  As shown in FIGS. 3 to 5, in order to temporarily fix the upper steel pipe 20 above the lower steel pipe 20, first, the upper steel pipe 20 is placed above the lower steel pipe 20 by using a crane or the like. The steel pipe 20 bracket 21 is positioned immediately above the bracket 21 of the lower steel pipe 20 and is held so that a predetermined gap for welding is formed between the upper and lower steel pipes 20.

  Next, the first temporary fixing jig 60 is arranged so that the bracket 21 is positioned between the leg parts 63 </ b> A of the upper and lower gripping part main bodies 63. And the trunk | drum 61 is rotated using a spanner etc., and the holding | gripping part 62 is advanced until the bracket 21 contact | abuts to the base part 63C. At this time, since the rotation of the gripping portions 62 is restricted by the leg portions 63A engaging with the bracket 21, only the body portion 61 is rotated with respect to the gripping portions 62, and the gripping portions 62 are advanced. be able to. Then, the bolt 80 is inserted into the opening 63 </ b> B of the grip portion 62 and the opening 21 </ b> A of the bracket 21, and the nut 81 is tightened on the bolt 80. The bolt 80 has a slightly smaller diameter than the gripping portion 62 and the openings 63B and 21A of the bracket 21. The above operation is performed for each of the plurality of pairs of brackets 21 attached in the circumferential direction of the steel pipe 20.

  Next, the inclination of the upper steel pipe 20 is adjusted while confirming from at least two directions so that the upper steel pipe 20 is vertical using a transit or the like. The inclination of the upper steel pipe 20 is adjusted by extending the first temporary fixing jig 60 and appropriately expanding and contracting the first temporary fixing jig 60 in a state where the base portion 63C and the bracket 21 are in contact with each other. be able to. If a hydraulic jack is used as the mechanism for extending or retracting the fixed jig, it is difficult to adjust the posture by contracting the jack because it is difficult to control the amount of contraction by releasing the hydraulic pressure if the jack is extended. However, according to the first temporary fixing jig 60 of the present embodiment, it can be contracted by rotating the body portion 61, and the posture of the steel pipe 20 can be adjusted more easily, so that the jack is as in this embodiment. A screw structure is preferred.

  Next, the second temporary fixing jig 70 is arranged in each frame portion 73 so that a portion outside the grip portion 62 of the bracket 21 is positioned, the turnbuckle body 71 is rotated, and the inner portion of each frame portion 73 is rotated. The grip portion 72 is retracted toward the turnbuckle main body 71 until the peripheral surface and the upper surface of the bracket 21 come into contact with each other. At this time, the rotation of each gripping portion 72 is restricted by the frame portion 73 engaging with the bracket 21, so that only the turnbuckle body 71 is rotated relative to the gripping portion 72 and the gripping portion 72 is retracted. Can be made. Thereby, the force of the direction which draws mutually with respect to the upper and lower brackets 21 is applied.

According to the above configuration, the load on the upper steel pipe 20 is transmitted to the lower steel pipe 20 via the first temporary fixing jig 60, so that the load on the upper steel pipe 20 is transferred to the lower steel pipe 20. Can be supported.
Moreover, since the bolt 80 and the nut 81 are attached so as to be inserted through the openings 21A and 63B of the holding portion 62 of the bracket 21 and the first temporary fixing jig 60, the first temporary fixing jig 60 can be prevented from being detached.

  Further, when a lateral force acts on the steel pipe 20 due to a strong wind or the like, as shown in FIG. 8, the upper side of the upper steel pipe 20 is directed upward on the one side (right side in the figure) and downward on the other side (left side in the figure). The force will be applied to each other. At this time, the opening 21A of the bracket 21 is larger than that of the bolt 80, and there is a gap between them, and therefore there is a possibility that the upper steel pipe 20 is inclined by the amount of the gap. On the other hand, the second temporary fixing jig 70 attached to the brackets 21 of the upper and lower steel pipes 20 exerts a force in a direction for pulling the brackets 21, thereby preventing the brackets 21 from separating. Thus, the upper steel pipe 20 can be prevented from being inclined.

  Next, the upper and lower steel pipes 20 are connected by welding a gap between the upper and lower steel pipes 20. At this time, first, a welding operation of a portion that does not interfere with the first and second temporary fixing jigs 60 and 70 is performed in advance. When welding other than the portions corresponding to the temporary fixing jigs 60 and 70 is completed, the second temporary fixing jig 70 is extended and removed from the bracket 21, and the first temporary fixing jig 60 is contracted and removed from between the brackets 21. Then, the temporary fixing jigs 60 and 70 become obstacles, and the remaining portion that could not be welded is welded.

  It should be noted that the steel pipe 20 is distorted by performing a welding operation on a portion that does not interfere with the first and second temporary fixing jigs 60 and 70, and a large load is applied to a portion of the temporary fixing jigs 60 and 70 attached to the bracket 21. Even if it acts, in this embodiment, since the first and second temporary fixing jigs 60 and 70 are configured to expand and contract using a screw structure, they can be easily expanded and removed without being cut or the like. . Therefore, the removed first and second temporary fixing jigs 60 and 70 can be reused when another steel pipe 20 is connected.

  In the present embodiment, the jig described with reference to FIG. 6 is used as the second temporary fixing jig 70. However, the second temporary fixing jig 70 is not limited to this, and is attached to the upper and lower steel pipes 20 by rubber bands or the like, for example. The bracket 21 may be restrained so as not to be separated.

In the present embodiment, the first temporary fixing jig 60 is configured to be stretchable by a screw structure, but is not limited thereto, and may be configured to be stretchable by a jack of another configuration such as a hydraulic jack.
Further, in the present embodiment, as a method of transmitting stress from the first temporary fixing jig 60 to the bracket 21, a method of pressing the base portion 63C of the grip portion 60 has been described. However, as illustrated in FIG. As a type in which only the tip portion used in the shackle or the like is threaded, a method of transmitting stress between the leg portion 63A and the bracket 21 by the bolt 180 may be used.

  Moreover, although this embodiment demonstrated the case where a bridge pier was constructed | assembled by the hybrid slip form construction method, not only this but this invention is applicable when connecting steel pipes by welding. Furthermore, the present invention can be applied not only when welding steel pipes but also when connecting steel frames.

DESCRIPTION OF SYMBOLS 10 Foundation 20 Steel pipe 21 Bracket 30 Longitudinal bar 40 PC strand 50 Abutment 60 First temporary fixing jig 61 Body part 62 Gripping part 63 Gripping part main body 64 Screw part 70 Second temporary fixing jig 71 Turnbuckle main body 72 Gripping part 73 Frame part 74 Thread part 80 Bolt 81 Nut 100 Crane

Claims (5)

It is a structure that temporarily fixes the upper steel frame to the lower steel frame,
A plurality of pairs of brackets attached to each of the upper end of the lower steel frame and the lower end of the upper steel frame at positions opposed to each other at an interval;
A first jig made of an extensible member interposed between each pair of brackets, the length of which is fixed in a state where both ends are in contact with the bracket; and
A second jig for applying a force to pull each pair of the brackets toward each other;
A temporary fixing structure for a steel frame, comprising: The steel frame temporary fixing structure according to claim 1,
The first jig is
A body member having screw holes formed at least at both ends;
A threaded portion that is screwed into the threaded hole of the body portion, and a contact member that includes a contact portion that contacts the bracket;
A steel frame temporary fixing structure configured to expand and contract by rotating the body member in a state in which the rotation of the contact member is constrained. The steel frame temporary fixing structure according to claim 1 or 2,
The second jig is
A body member having screw holes formed at least at both ends;
And a holding member having a holding part capable of holding the bracket and a screw part screwed into the screw hole of the body part,
By rotating the body member in a state in which the rotation of the holding member is constrained, it is configured to be extendable and contractible
A structure for temporarily fixing a steel frame, wherein the brackets are contracted in a state where the brackets are held by the holding portions to apply forces in a direction to draw the pairs of the brackets toward each other. The steel frame temporary fixing structure according to any one of claims 1 to 3,
The temporary fixing structure of a steel frame, wherein the second jig is attached to the outside of the first jig with respect to the steel frame. A method of temporarily fixing the upper steel frame to the lower steel frame,
A plurality of pairs of brackets are attached to the upper end of the lower steel frame and the lower end of the upper steel frame at positions facing each other vertically,
The first jig made of an extendable member is interposed between each pair of the brackets, and the length is fixed in a state where the first jig is extended so as to contact the brackets,
A method for temporarily fixing a steel frame, comprising: attaching a second jig for applying a force in a direction to draw each pair of the brackets toward each other.

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