JP7233976B2 - Fixing structure of reinforcing member to structure, fixing member for H-beam steel - Google Patents

Description

TECHNICAL FIELD The present invention relates to a structure for fixing a reinforcing member to a structure in which a reinforcing member is fixed to a structure composed of, for example, columns and beams.

Conventionally, there is a method of reinforcing a structure by obliquely fixing a reinforcing member to a structure composed of columns and beams, such as a brace or a brace. For example, an existing structure can be reinforced by fixing a reinforcing member to an existing pillar or beam. Such reinforcing members are joined to columns or beams, for example by welding.

In addition, there is a method of fixing a reinforcing member to a flange portion of a column or beam made of H-shaped steel with a plate instead of welding (Patent Document 1).

JP 2013-177797 A

However, when welding reinforcement members to columns and beams at high places, for example, beads and the like may scatter at high places, and other work must be done in parallel with the welding work below. I can't do it and work efficiency is bad. In addition, welding work cannot be performed in factories where fire is strictly prohibited.

On the other hand, according to the method of fixing the reinforcing member to the column or the beam without welding as in Patent Document 1, the above-described problems can be avoided. However, if reinforcing members are fixed to the flanges of the H-section steel as in Patent Document 1, each flange must be sandwiched between a pair of members. A lot of work time is required for fixation.

On the other hand, if the reinforcing member is fixed to the web instead of the flange, the web may deform when force is applied, and the force may not be sufficiently transmitted between the column and the beam.

The present invention has been made in view of such problems, and provides a structure for fixing a reinforcing member to a structure and a fixing member for an H-section steel, which is excellent in workability and capable of efficiently reinforcing the structure. intended to

In order to achieve the above object, a first invention is a structure for fixing reinforcing members to a structure having reinforcing members on columns or beams, wherein one of the columns or beams is a first H-section steel. a first fixing member joined to the first H-section steel web; and a reinforcing member joined to the first fixing member, wherein the first fixing member comprises a pair of clamping members, at least a pair of said clamping members being arranged to sandwich the web of said first H-section steel and fixed with bolts, with respect to the facing direction of the flanges of said first H-section steel a gap is formed between the clamping member and a substantially central portion of the first H-section steel web , the first fixing member having a pair of clamping members and a plurality of receiving members, The receiving member is an extendable rod-shaped member, the receiving member is arranged on both sides of the web of the first H-section steel, and both ends of the receiving member are located near the flanges of the first H-section steel. A structure for fixing a reinforcing member to a structure, wherein the clamping member is in contact with the web and clamps the web of the first H-section steel through the receiving member .

In this case, the receiving member has a space inside and is filled with a solidifying material in a state of being arranged between the flanges of the first H-section steel so that the receiving member has a length of May be fixed.

Attachments having an outer shape corresponding to the shape of the fillet portion between the flange and the web of the first H-section steel are attached to both ends of the receiving member, and the receiving member is attached via the attachment. It may come into contact with the vicinity of the fillet portion.

The structure includes the first H-section steel and a second H-section steel joined substantially perpendicular to the first H-section steel, and the longitudinal direction of the second H-section steel The direction substantially coincides with the weak axis direction of the first H-section steel, and one end of the reinforcing member is joined to the second H-section steel, and the second fixing member and the first fixing member may be joined to both

The second fixing member has a reinforcing metal fitting and an end member, and at least a pair of the reinforcing metal fittings are arranged so as to sandwich the web of the second H-beam steel and are fixed with bolts. The reinforcing metal fitting and the end member are joined with bolts in a state in which the flange of the second H-section steel is sandwiched between the reinforcing metal fitting and the end member, and one end of the reinforcing member is fixed to the end member. may

According to the first invention, the first H-section steel web is sandwiched between the pair of clamping members, and the clamping members are joined with bolts, eliminating the need for welding work. In addition, compared to the case where the clamping member is attached to each of the pair of flanges, the number of parts can be reduced, and the attachment work is easy.

Further, when the web is sandwiched by the sandwiching members, the web contacts the sandwiching members in the vicinity of the flanges, but a gap is formed between the sandwiching members and the web at a substantially central portion apart from the flanges. Therefore, the force from the clamping member is not transmitted near the center of the web, but only near the ends of the web (near the flanges). Generally, H-section steel has a weak axis direction in the normal direction of the web, and is weak against forces in the direction perpendicular to the plane of the web. In particular, if a force is applied in the direction perpendicular to the web near the central portion of the web, the web may be greatly deformed.

On the other hand, in the first invention, by avoiding the transmission of force to the weakest part of the web and transmitting the force only to the part near the flange, deformation of the web is suppressed and the force is efficiently transferred to the structure. can be transmitted.

Further, by making the receiving member expandable and contractable as the first fixing member, the length of the receiving member can be adjusted according to the size of the H-section steel. Further, by extending and fixing the receiving member after arranging it in a short state, the receiving member can be reliably installed in the vicinity of the flange.

In addition, after stretching the receiving member, the length of the receiving member can be fixed by filling the inside with a solidifying material and solidifying it.

In addition, by attaching attachments with a shape corresponding to the fillet shape between the flange and the web to both ends of the receiving member, the force from the receiving member is transferred to the vicinity of the end of the web (fillet portion) via the attachment. can be transmitted.

Further, the reinforcing member can be fixed not only to the first fixing member fixed to the first H-section steel, but also to the second fixing member fixed to the second H-section steel. For example, when fixing the reinforcing member near the intersection of the first H-section steel and the second H-section steel, by fixing the reinforcing member to both the first fixing member and the second fixing member , the force from the reinforcing member can be transmitted to both the first H-beam and the second H-beam.

In addition, by sandwiching the web of the second H-shaped steel with the reinforcing metal fittings of the second fixing member and sandwiching the flange of the second H-shaped steel between the reinforcing metal fittings and the end member, the second fixing is achieved. , the force from the reinforcing member can be efficiently transmitted to the second H-section steel.

A second invention is a fixing member capable of installing a reinforcing member in the weak axis direction of an H-section steel, the fixing member having a pair of holding members and a plurality of receiving members, the receiving members being expandable and contractable. When the receiving member is arranged on both sides of the web of the H-section steel, both ends of the receiving member are in contact with the web near the flange of the H-section steel, and the clamping member A fixing member for H-section steel, characterized in that it is possible to sandwich a web of H-section steel through a receiving member.

According to the second invention, it is possible to obtain a fixing member for H-section steel that can be easily fixed to an existing structure and that can efficiently transmit the force from the reinforcing member to the structure.

ADVANTAGE OF THE INVENTION According to this invention, it is excellent in workability|operativity, and can provide the fixing structure of the reinforcing member to the structure which can reinforce a structure efficiently, and the fixing member for H-section steels.

The perspective view which shows a part of reinforcement structure 1 of a structure. The A arrow directional view of FIG. FIG. 4 is a diagram showing a fixing member 30; (a) is a cross-sectional view taken along line BB of FIG. 2, and (b) is an enlarged view of part D of (a). CC line sectional view of FIG. FIG. 3 is a perspective view showing a reinforcing metal fitting 15; The figure which shows the usage method of the fixing member 30a. FIG. 8 is a cross-sectional view taken along line EE of FIG. 7; The figure which shows the receiving member 41 and the attachment 43. FIG. Sectional drawing of the receiving member 41. FIG.

(First embodiment)
A reinforcing structure 1 for a structure according to an embodiment of the present invention will be described below. FIG. 1 is a perspective view showing part of a reinforcing structure 1 for a structure. A structure reinforcing structure 1 is a reinforcing structure for a structure composed of columns 3 and beams 5 .

The illustrated structure is constructed by joining a column 3, which is a first H-section steel, and a beam 5, which is a second H-section steel, substantially perpendicular to each other. The column 3 consists of a web 3c and flanges 3a and 3b provided at both ends of the web 3c. The beam 5 is composed of a web 5c and flanges 5a and 5b provided at both ends of the web 5c. Either of the first H-section steel and the second H-section steel may be a column or a beam. Alternatively, for example, both of them may be beams, or they may be other structures other than columns and beams.

The longitudinal direction of the beam 5 and the weak axis direction of the column 3 substantially coincide. One end of a reinforcing member 11 is obliquely fixed to the column 3 and the beam 5 in the vicinity of the joint between the column 3 and the beam 5 via a fixing member for H-shaped steel. More specifically, a fixing member 30 as a first fixing member is joined to the web 3c of the column 3, and the reinforcing member 11 is joined to the fixing member 30. As shown in FIG. A fixing member 10 as a second fixing member is joined to the web 5c of the beam 5, and the reinforcing member 11 is also joined to the fixing member 10. As shown in FIG. That is, one end of the reinforcing member 11 is joined to both the beam 5 and the column 3 . The other end of the reinforcing member 11 is joined to other structures such as columns, beams, and floors by other fixing members. That is, in the present embodiment, an example in which the reinforcing member 11 functions as, for example, a brace or a brace of a structure will be described.

Next, the fixing structure of the reinforcing member 11 to the column 3 of the structure will be described. 2 is a cross-sectional view taken along line A in FIG. 1, FIG. 3 is an exploded perspective view of the fixing member 30, and FIG. 4(a) is a cross-sectional view taken along line BB in FIG. The fixing member 30 is mainly a member for installing the reinforcing member 11 in the direction of the weak axis of the H-section steel.

As shown in FIG. 3, the fixing member 30 is mainly composed of a pair of holding members 25a and 25b. Protrusions 33 are provided in the vicinity of both ends of the holding members 25a and 25b in the width direction (corresponding to the facing direction of the pair of flanges when attached to the H-section steel). The protrusions 33 protrude in directions facing each other. A gusset plate 27 is attached substantially perpendicularly to the holding member 25a on the back side of at least one of the holding members 25a (the side opposite to the side on which the projection 33 is formed). The gusset plate 27 is a portion to which the reinforcing member 11 is joined. The reinforcing member 11 and the gusset plate 27 are fixed by bolts or the like (not shown).

As shown in FIG. 1, in the present embodiment, the beam 5 is joined not at the center of the column 3 but at an eccentric position on the end side (flange 3a side) of the column 3 . That is, an example in which the pillar 3 is a side pillar or a corner pillar is shown. In order to arrange the reinforcing member 11 at the center position of the beam 5, it is necessary to arrange the gusset plate 27 at the center position of the beam 5. In this case, as shown in FIG. The plate 27 is arranged at a position eccentric from the center of the column 3 . That is, the gusset plate 27 is not joined to the center of the holding member 25a in the width direction, but to a position eccentric to one end of the holding member 25a in the width direction.

If the pillar 3 is a central pillar, or if the reinforcing member 11 is joined only to the pillar without being joined to the beam 5, the gusset plate 27 may be arranged at the center position of the pillar 3. That is, the gusset plate 27 may be joined to the substantially central position in the width direction of the holding member 25a.

A plurality of ribs 29a are provided between the gusset plate 27 and the rear surface of the holding member 25a. As shown in FIG. 4(a), the substantially triangular rib 29a is arranged from the width direction end of the holding member 25a to a predetermined height of the gusset plate 27, and is joined to the holding member 25a and the gusset plate 27. . Since the reinforcing member 11 is joined to the gusset plate 27 as described above, the rib 29 a is fixed to the gusset plate 27 so as not to interfere with the reinforcing member 11 .

As shown in FIG. 3, the holding members 25a and 25b are provided with holes 31a and 31b, respectively. Further, as shown in FIG. 4(a), the web 3c of the column 3 is provided with holes 35 at portions corresponding to the holes 31a and 31b. At least a pair of clamping members 25a, 25b are arranged so as to sandwich the web 3c of the column 3, and bolts 37 are provided so as to pass through the holes 31a, 35, 31b. be.

The width of the clamping members 25a, 25b is slightly narrower than the height of the web 3c of the column 3 (the distance between the flanges 3a, 3b). Therefore, both ends of the holding members 25a and 25b are located near the flanges 3a and 3b of the web 3c, and the web 3c is sandwiched between the protrusions 33 formed at both ends of the holding members 25a and 25b.

FIG. 4(b) is an enlarged view of part D in FIG. 4(a). When the web 3c is sandwiched between the sandwiching members 25a and 25b, the protrusions 33 come into contact with the web 3c. In this way, when the holding members 25a and 25b are arranged on both sides of the web 3c of the H-section steel, the protrusions 33 of the holding members 25a and 25b are brought into contact with the vicinity of the flanges 3a and 3b of the web 3c to sandwich the web 3c. be able to. By forming the shape of the convex portion 33 in an arc shape corresponding to the shape of the fillet portion 3d between the web 3c and the flanges 3a and 3b, the convex portion 33 is brought into contact with the web 3c more reliably. be able to.

In this way, the convex portion 33 contacts the web 3c of the column 3 only in the vicinity of the flanges 3a and 3b, and does not contact the web 3c at portions other than the convex portion 33. FIG. That is, a gap 39 is formed between the holding members 25a and 25b between the protrusions 33 and at substantially the center of the web 3c in the direction in which the flanges 3a and 3b of the column 3 face each other.

For example, in FIG. 4( a ), when force is applied in the axial direction of the reinforcing member 11 , the force is transmitted to the column 3 via the fixing member 30 . At this time, the force is not transmitted to the entire web 3c, but only to the vicinity of the flanges 3a, 3b of the web 3c. In the direction perpendicular to the web 3c, the strength near the center of the web 3c is smaller than that near the flanges 3a and 3b, and is easily deformed. On the other hand, by transmitting the force only to the vicinity of the flanges 3a and 3b, it is possible to suppress the deformation of the web 3c also in the direction of the weak axis of the column 3.

Next, the fixing structure of the reinforcing member 11 to the beam 5 of the structure will be described. 5 is a cross-sectional view taken along the line CC of FIG. 2, and FIG. 6 is a perspective view showing the reinforcing metal fitting 15 of the fixing member 10. As shown in FIG. The fixing member 10 is mainly composed of a pair of reinforcing metal fittings 15 and end members 13 .

As shown in FIG. 5, a reinforcing metal fitting 15 is fixed to the beam 5 with a bolt 21a. Further, each reinforcing metal fitting 15 fixed to the beam 5 and the end member 13 are joined with bolts 21b.

The end member 13 is, for example, a plate-like member, and a gusset plate 27 is joined to the rear surface of the end member 13 . That is, the end portion of the reinforcing member 11 is joined to the end member 13 via the gusset plate 27 . A rib 29b is joined between the gusset plate 27 and the end member 13 for reinforcement. It should be noted that the end member 13 may not be plate-shaped, and may be cast steel having a predetermined shape, for example. Also, the end member 13 and the gusset plate 27 may be integrally constructed or separately constructed and joined together. Also, the end member 13 and the holding member 25a may be joined or separated.

As shown in FIG. 6, the reinforcing metal fitting 15 has a fixing portion 19a as a first fixing portion and a fixing portion 19b as a second fixing portion. The fixed portions 19a and 19b may be substantially orthogonal to each other, but the lower surface of the fixed portion 19b may be set at a slightly acute angle instead of being completely orthogonal to the fixed portion 19a. The fixed portion 19a is provided with a hole 23a through which the bolt 21a is inserted. Further, the fixed portion 19b is provided with a hole 23b through which the bolt 21b is inserted.

As shown in FIG. 5, a pair of reinforcing metal fittings 15 are arranged facing each other so as to sandwich the web 5c of the beam 5 by their mutual fixing portions 19a. A hole 23d is formed in the beam 5, and the hole 23a of the pair of reinforcing metal fittings 15 and the hole 23d of the web 5c are arranged in a straight line. A bolt 21a is inserted through the holes 23a and 23d. The reinforcing metal fitting 15 is fixed to the web 5c of the beam 5 by means of bolts 21a.

The fixing portion 19b of the reinforcing metal fitting 15 protrudes outward from both sides of the flange 5b (the flange on which the reinforcing member 11 is arranged). The hole 23b of the fixing portion 19b is arranged outside the flange 5b. An end member 13 is arranged at a portion facing the fixed portion 19b so as to sandwich the flange 5b. A hole 23c is formed in the end member 13, and a bolt 21b is inserted through the holes 23b, 23c. That is, one flange 5b of the beam 5 is sandwiched between the fixed portion 19b of the reinforcing metal fitting 15 and the end member 13, and the fixed portion 19b and the end member 13 are joined by the bolt 21b at the outwardly projecting portion of the flange 5b. . An adhesive may be further applied between the end member 13 and the flange 5b for bonding.

Here, as described above, by making the lower surface of the fixed portion 19b at a slightly acute angle with respect to the fixed portion 19a, the outer surface (corner) near the intersection with the fixed portions 19a and 19b is formed between the web 5c and the flange. A gap can be formed between the fixing portion 19b and the flange 5b on the tip end side of the fixed portion 19b. At this time, the outer surface shape of the corner portion between the fixing portion 19a and the fixing portion 19b of the reinforcing metal fitting 15 may be a shape corresponding to the fillet shape near the intersection of the web 9 of the beam 5 and the flange 5b.

The reinforcing metal fitting 15 and the beam 5 are in contact with each other in the vicinity of the intersection of the fixed portion 19a and the fixed portion 19b (the outer surface of the corner) and in the vicinity of the intersection of the web 5c and the flange 5b, thereby exerting a force on the reinforcing metal fitting 15. can be received at web 5c. For example, when the reinforcing member 11 is pulled downward in FIG. 5, the tensile force from the reinforcing member 11 is transmitted to the reinforcing metal fitting 15 via the end member 13, but the force from the reinforcing metal fitting 15 is transmitted to the web. It is received near the intersection of 5c and flange 5b and is supported by web 5c.

Further, the reinforcing member 11 is joined to substantially the center in the width direction of the end member 13 . That is, the central axis of the reinforcing member 11 is positioned on the extension line of the web 5c. Therefore, for example, when the reinforcement member 11 is compressed from below in FIG.

Thus, the transmission of force from the reinforcing metal fitting 15 to the beam 5 is not due to the frictional force between the fixed portion 19a and the web 9. FIG. Therefore, the bolt 21a does not require an axial force sufficient to exert the frictional force between the fixed portion 19a and the web 9. As shown in FIG. That is, the bolt 21a may have an axial force that can prevent the upper portion of the pair of reinforcing metal fittings 15 from opening when tensile force is transmitted from the reinforcing member 11 to the position of the bolt 21b of the reinforcing metal fitting 15. FIG.

As described above, according to the present embodiment, the reinforcing member 11 can be fixed to the column 3 and the beam 5 without using welding. In addition, the deformation of the web 3c can be suppressed by transmitting the force from the reinforcing member 11, particularly in the direction of the weak axis of the column 3, not to the entire web 3c of the H-section steel, but only to the vicinity of the flanges 3a and 3b. can.

Similarly, the force from the reinforcing member 11 to the beam 5 can be received not by the flange 5b of the H-shaped steel, but by the web 5c starting from the vicinity of the intersection of the flange 5b and the web 5c, so deformation of the flange 5b is suppressed. can do.

In this embodiment, the fixing structure of the reinforcing member 11 near the intersection of the pillar 3 and the beam 5 has been described. In this case, only the fixing member 30 should be used. That is, the fixing members 10, 30 do not necessarily have to be used at the same time.

(Second embodiment)
Next, a fixing member according to the second embodiment will be described. In the following description, the same reference numerals as those in FIGS. 1 to 6 are given to the structures having the same functions as those in the first embodiment, and overlapping descriptions are omitted.

7A and 7B are diagrams showing a reinforcing member fixing structure using a fixing member 30 according to the second embodiment, and FIG. 8 is a cross-sectional view taken along line EE of FIG. 7, the illustration of the reinforcing member 11 and the beam 5 is omitted, and the holding member 25c and the gusset plate 27 are shown in perspective. 8 shows an example in which the column 3 is the center column and the gusset plate 27 is arranged at the center of the column 3. As shown in FIG.

As shown in FIG. 8, the fixing member 30a, which is the first fixing member, is mainly composed of a pair of holding members 25c and 25d and a plurality of receiving members 41. As shown in FIG. The clamping members 25c and 25d have substantially the same configuration as the clamping members 25a and 25b of the fixing member 30, but are flat plate-like members in which the protrusions 33 are not formed. A gusset plate 27 is joined to the rear surface of the holding member 25c in the same manner as the holding member 25a.

A plurality of receiving members 41 and attachments 43 are arranged side by side on the web 3c of the column 3. As shown in FIG. 9 is a perspective view of the receiving member 41 and the attachment 43, and FIG. 10 is a sectional view of the receiving member 41. FIG. As shown in FIG. 10 , the receiving member 41 is a rod-shaped member that can be expanded and contracted by a screw portion 47 as a whole. A space 51 is formed inside the receiving member 41 , and the space 51 communicates with the outside through a hole 45 .

Attachments 43 are attached to both ends of the receiving member 41 . The attachment 43 has a recess 49 into which the end of the receiving member 41 is inserted. The attachment 43 is a portion that contacts the vicinity of the flanges 3a and 3b of the web 3c when attached to the pillar 3. As shown in FIG. Therefore, the outer shape of the attachment 43 is an arc shape corresponding to the fillet shape between the flanges 3a, 3b and the web 3c.

As shown in FIG. 8, the receiving members 41 are arranged on both sides of the web 3c while being stretched to a predetermined length, and attachments 43 are attached to both ends of the receiving members 41. By arranging the length of the receiving member 41 slightly shorter than the height of the web 3c (the interval between the flanges 3a and 3b), the attachment 43 can be brought into contact with the vicinity of the flanges 3a and 3b of the web 3c. . That is, both end portions of the receiving member 41 can be brought into contact with the vicinity of the fillet portion between the flanges 3a, 3b and the web 3c through the attachment 43. As shown in FIG. Therefore, a gap 39 is formed between the receiving member 41 and the web 3c between the pair of attachments 43 and at substantially the center of the web 3c with respect to the facing direction of the flanges 3a and 3b.

The length of the receiving member 41 can be adjusted as described above. Therefore, between the flanges 3a and 3b, the receiving member 41 is arranged in an extended state to a length corresponding to the height of the web 3c (interval between the flanges 3a and 3b). At this time, by filling the space 51 inside the receiving member 41 with the solidifying material 53 through the hole 45 and solidifying, the length of the receiving member 41 is fixed, and the change in the length of the receiving member 41 is suppressed. be able to.

In this state, the holding members 25c and 25d are arranged outside the receiving member 41 on both sides of the web 3c and fixed with bolts 37. As shown in FIG. That is, the web 3c can be sandwiched through the receiving member 41 by the sandwiching members 25c and 25d.

According to the second embodiment, effects similar to those of the first embodiment can be obtained. Also, by using the expandable receiving member 41, it is possible to apply to H-shaped steel of multiple sizes. In addition, since the holding members 25c and 25d do not require the protrusions 33 and may be flat plate-like members, they are easy to manufacture. It should be noted that the holding members 25c and 25d do not necessarily need to be arranged over the entire length of the receiving member 41. As shown in FIG. Therefore, even if the size is small, as long as force can be transmitted to the receiving member 41, it is not necessary to manufacture a holding member of each size for each size of the H-section steel.

In addition, by allowing the solidifying material 53 to be filled inside the receiving member 41, the receiving member 41 can be prevented from being shortened due to vibration or the like, and can be prevented from coming off from the H-shaped steel or being displaced. can.

Further, by using the attachment 43 having an outer shape corresponding to the fillet shape, the force from the receiving member 41 can be efficiently transmitted to the web 3c near the flanges 3a and 3b. In the present invention, even when the attachment 43 is used and the attachment 43 is arranged between the web 3c and the receiving member 41, the receiving member 41 is assumed to be in contact with the web 3c through the attachment 43. Alternatively, without using the attachment 43, the shape of the receiving member 41 in the vicinity of the end portion itself may have an outer shape corresponding to the fillet shape.

Thus, when fixing the reinforcing member 11 in the direction of the weak axis of the H-section steel, the fixing member is brought into contact only with the vicinity of the flanges 3a and 3b without coming into contact with the vicinity of the central portion of the web 3c. The deformation of 3c can be suppressed, and the force from the reinforcing member 11 can be efficiently transmitted to the H-section steel.

Although the embodiments of the present invention have been described above with reference to the accompanying drawings, the technical scope of the present invention is not influenced by the above-described embodiments. It is obvious that a person skilled in the art can conceive various modifications or modifications within the scope of the technical idea described in the claims, and these are naturally within the technical scope of the present invention. be understood to belong to

1 Reinforcement structure 3 Columns 3a, 3b, 5a, 5b Flanges 3c, 5c Web 3d Fillet 5 Beams 10, 30, 30a Fixing member 11 Reinforcing member 13 End member 15 Reinforcing fittings 19a, 19b Fixing parts 21a, 21b, 37 Bolts 23a, 23b, 23c, 23d, 31a, 31b, 35... Holes 25a, 25b, 25c, 25d... Sandwiching member 27... Gusset plates 29a, 29b... Rib 33... Convex part 39... Gap 41... Receiving member 43... …Attachment 45 … Hole 47 … Threaded portion 49 … Recessed portion 51 … Space 53 … Solidifying material

Claims (6)

A structure for fixing a reinforcing member to a structure,
a first H-section steel constituting a structure;
a first stationary member joined to the first H-beam web;
a reinforcing member joined to the first fixing member;
and
The first fixing member has a pair of clamping members,
at least one pair of said clamping members are arranged to sandwich the first H-section steel web and fixed with bolts;
A gap is formed between the clamping member and a substantially central portion of the web of the first H-section steel with respect to the facing direction of the flange of the first H-section steel,
The first fixing member has a pair of holding members and a plurality of receiving members,
The receiving member is an extendable rod-shaped member, the receiving member is arranged on both sides of the web of the first H-section steel, and both ends of the receiving member are located near the flanges of the first H-section steel. A structure for fixing a reinforcing member to a structure, wherein the holding member is in contact with the web and holds the web of the first H-section steel through the receiving member. The receiving member has a space inside, and is filled with a solidifying material in a state of being arranged between the flanges of the first H-section steel to fix the length of the receiving member. A structure for fixing a reinforcing member to a structure according to claim 1 . Attachments having an outer shape corresponding to the shape of the fillet portion between the flange and the web of the first H-section steel are attached to both ends of the receiving member. 3. The fixing structure of the reinforcing member to the structure according to claim 1 or 2 , wherein the reinforcing member is in contact with the vicinity of the part. The structure comprises the first H-section steel and a second H-section steel joined substantially orthogonally to the first H-section steel,
the longitudinal direction of the second H-section steel substantially coincides with the weak axis direction of the first H-section steel,
4. The one end of the reinforcing member is joined to both the second fixing member joined to the second H-section steel and the first fixing member. A structure for fixing a reinforcing member to the structure according to any one of the above. The second fixing member has a reinforcing metal fitting and an end member,
At least a pair of said reinforcing metal fittings are arranged so as to sandwich the web of said second H-section steel and are fixed with bolts, and each of said reinforcing metal fittings and said end member together form said second H-section steel. 5. A reinforcing member for a structure according to claim 4 , wherein said reinforcing metal fitting and said end member are joined with bolts while sandwiching a flange, and one end of said reinforcing member is fixed to said end member. fixed structure. A fixing member capable of installing a reinforcing member in the weak axis direction of the H-shaped steel,
The fixing member has a pair of holding members and a plurality of receiving members,
The receiving members are rod-shaped members that can be expanded and contracted, and when the receiving members are arranged on both sides of the web of the H-section steel, both ends of the receiving members are in contact with the web near the flanges of the H-section steel. 2. A fixing member for H-section steel, characterized in that it is possible to sandwich a web of H-section steel through said receiving member by said holding member.

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