TW201727019A - The brace element with the pre-linked gusset plates - Google Patents

Abstract

The brace element with the pre-linked gusset plates is using the brace element with the two vertical limbs and the horizontal limb which can insert into the slot of the gusset plates. There is a gap equal to the thickness of the gusset plate between the vertical limb at the upper surface and the vertical limb at the lower surface of the horizontal limb. The gusset plate is inserted into the gap between the vertical limbs. The vertical limb and the horizontal limb of the brace element can touch to stay close to the gusset plate at the same time. The length of the brace element with the pre-linked gusset plates is adjustable. When the location of the gusset plate is confirmed, then the brace element can be welded at the rim with the gusset plate.

Description

Pre-bonded diagonal strut

The invention relates to a diagonal strut member which is pre-joined by a joint plate; in particular, a pre-bonded diagonal strut member of a general building structure, which is capable of simultaneously engaging a diagonal strut member by a joint plate having a recessed groove The vertical limb of the end section is brought into close contact with the horizontal limb, so that the joint plate can be temporarily fixed to the diagonal strut member in advance and has the function of axially telescopically adjusting the length.

As shown in Fig. 1, the slotted frustum beam support device of the conventional I341347 is provided with a groove on the long plate-shaped main body, so that the joint plate can be inserted into the groove and generated with the long plate-shaped main body. Contacting to provide the welding part, in addition to reducing the length of the joint portion and increasing the length of the deformation energy-dissipating portion, the joint assembly is quick and convenient, especially when the joint plate is pre-welded to the beam-column rod member fixed on the structure, It is fastened by oblique insertion and does not require precise assembly positioning.

However, when the joint plate is pre-welded to the beam-column rod member fixed on the structure, the joint position of the joint plate at the two ends of the diagonal line of the beam-column frame is respectively installed, and the groove axis of the groove-type buckling beam support device is fixed. Need to match the linear accuracy In other cases, one end of the groove can be inserted into the joint plate, and the other end of the lateral position is a little bit stuck and the edge can not be inserted to complete the installation.

In addition, in the long plate-shaped main body of the slotted frustum beam support device of I341347, if the long plates perpendicular to each other are welded by the fillet, the long plate is not required to be grooved, and the fillet is welded or opened. In the groove welding, the weld bead will be convex, but the long plate at the end groove is flat on the edge of the groove, so the fillet welding cannot be used, and the slot welding method must be used, so that the automatic welding machine is assembled during welding. It is impossible to complete the welding at one time. The welding at the vertical intersection of the grooved long plates at both ends needs to be treated separately, and the weld bead must not have protrusions, otherwise it will hinder the insertion of the joint plate and get stuck, so it is necessary to grind the convex portion of the weld bead. Make sure that there is no bulge, so it takes more time.

The pre-bonded diagonal strut member of the present invention is a rod member whose axial length is retractable and adjustable, and can be matched with the situation when the diagonal length of the beam-column frame and the design value are large when the field installation accuracy is not good. Adjustments make installation easier and faster.

In the pre-bonded diagonal strut member of the present invention, the joint plate and the diagonal strut member are combined by the groove, and only the relative axial movement between the joint plate and the diagonal strut member is generated, so that only the assembly and fixing are required. With the length of the field installation, the position of the axial direction is adjusted and then fixed by welding, and the assembly is faster.

When the joint plate is pre-bonded to the diagonal strut member, when the joint plate is first fixed to the beam-column frame, there may be an excessive cross between the two sets of the joint plates on the diagonal line. The error causes the end of the diagonal strut to be stuck to the joint plate, and the joint plate cannot be inserted to complete the installation.

In the diagonal strut member in which the joint plate of the present invention is pre-bonded, after the joint plate and the diagonal strut member are combined by the groove, the whole set can be hoisted to the beam-column rod member on the structure, and then loosened. The temporary fixing device can adjust the length and then lock the temporary fixing device, and then the welding can be conveniently fixed. Since only the axial direction has the problem of positioning accuracy, the axial positioning does not affect the transmission of the axial force, so the assembly precision is easier to control without affecting the structural behavior.

In the diagonal strut member in which the joint plate of the present invention is pre-joined, the diagonal strut member is composed of a long plate, and the end portion has a cross section formed by a vertical joint of the vertical limb and the horizontal limb, and at least two sets of vertical limbs are respectively disposed at a horizontal level. The upper and lower plane positions of the limbs are maintained at intervals of the thickness of the joint plates between the two sets of vertical limbs, and the joint plate is provided with a groove of the horizontal limb thickness of the diagonal strut member, and the horizontal limb of the diagonal strut member is embedded in the groove of the joint plate. And the joint plate is embedded in the interval between the two sets of vertical limbs, the surface of the joint plate can be attached to the surface of the vertical limb of the diagonal strut member, and the joint plate can simultaneously be attached to the vertical limb and the horizontal limb of the diagonal strut member. The contact plate enables the joint plate to be temporarily fixed to the diagonal strut member in advance and has the function of axially telescopically adjusting the length. After the joint plate is positioned, the joint between the vertical plate and the horizontal limb of the joint plate and the diagonal strut member is The contact edge is welded and fixed, and the assembly of the pre-bonded diagonal strut member of the joint plate is completed.

10‧‧‧Pre-bonded diagonal strut members

20‧‧‧ diagonal bracing

21‧‧‧ vertical limbs

22‧‧‧ horizontal limbs

23‧‧‧Bundle pieces

24‧‧‧Filling materials

30‧‧‧ joint plate

40‧‧‧Interlace (joining plate)

41‧‧‧ slotted (horizontal limb)

50‧‧‧Chamfering

60‧‧‧weld

70‧‧‧ long hole or enlarged hole

71‧‧‧ Temporary fixing bolts

80‧‧‧Structural beam and column members

Fig. 1. The slotted frustum beam support device of I341347

Figure 2. Preferred version 1 of the pre-bonded diagonal strut member

Figure 3. Preferred version 2 of the pre-bonded diagonal strut member

Figure 4. Preferred version 3 of the pre-bonded diagonal strut member

Figure 5. Preferred version 4 of the pre-bonded diagonal strut member

Figure 6. Preferred version 5 of the pre-bonded diagonal strut member

Figure 7. Preferred application embodiment of the pre-bonded diagonal strut member

As shown in Fig. 2, a preferred version of the diagonally-supported diagonal strut member (10) is formed by a long plate composed of a vertical limb (21) and a horizontal limb ( 22) A cross section formed by mutually perpendicularly joining, two sets of vertical limbs (21) are respectively disposed at a lower planar position above the horizontal limb (22), and the interval between the thicknesses of the joint plates (30) is maintained between the two sets of vertical limbs (21). The joint plate (30) is a flat plate structure, and the joint plate (30) is used for joining the diagonal strut member (20) and the beam-column rod member of the structure, and the joint plate (30) is provided with the level of the mating strut member (20). a groove (40) having a thickness of the limb (22), a horizontal limb (22) of the diagonal strut member (20) is embedded in the groove (40) of the joint plate (30), and the joint plate (30) is embedded in the two sets of vertical limbs ( 21) In the interval between the joint plate (30), the surface of the joint plate (30) can be attached to the surface of the vertical limb (21) of the diagonal strut member (20), and the joint plate (30) can simultaneously be combined with the diagonal strut member (20) The vertical limb (21) and the horizontal limb (22) are brought into abutting contact, so that the joint plate (30) can be temporarily fixed to the diagonal strut member (20) in advance and has the function of axially telescopically adjusting the length, and the panel to be joined ( 30) After positioning, the contact edge between the joint plate (30) and the vertical limb (21) of the diagonal strut member (20) and the horizontal limb (22) The edge welding is fixed, and the assembly of the pre-bonded diagonal strut member (10) of the joint plate is completed.

When the vertical limb (21) of the diagonal strut member (20) and the horizontal limb (22) are perpendicularly joined to each other by welding, the welded bead (60) generates a projection, and the engaging plate (30) is fitted with a groove (40). The edge is chamfered (50), and the chamfering (50) of the edge of the groove (40) avoids interference with the protrusion of the bead (60), so that the joint plate (30) can be embedded in the diagonal strut member ( 20) The horizontal limb (22), in the interval between the two sets of vertical limbs (21), and closely adheres to the surface of the vertical limb (21), and the joint plate (30) is embedded in the diagonal strut member (20) After the horizontal limb (22), the vertical direction of the joint plate (30) is restricted by the horizontal limb (22), and the horizontal sides are restricted by the upper and lower sets of vertical limbs (21), so the joint plate (30) and the diagonal strut The piece (20) can only produce axial relative movement, so as long as the relative position of the axial direction is aligned, it can be welded and fixed, assembled quickly, can be welded and fixed at the factory adjustment, or adjusted and then welded and fixed in the field installation. .

The diagonal strut member (20) is provided with a surrounding member (23) wrapped in a nesting manner, and provides a radial beam force of the diagonal strut member (20) to avoid axial compression and frustration behavior, and the bundle member (23) In the case of a hollow tubular member, the covering member (23) is filled with a filler (24) in the surrounding member (23).

As shown in Fig. 3, the horizontal limb (22) of the diagonal strut member (20) is provided with a fitting groove (41) which fits the thickness of the joint plate (30), and the fitting groove (40) of the joint plate (30) can be inclined The slots (41) of the horizontal limbs (22) of the strut members (20) are connected in a vertically interlaced manner, and the joint plates (30) are embedded in the space between the two sets of vertical limbs (21). Since the plate (30) and the diagonal strut member (20) are vertically interlaced with the two slots, only axial relative movement can be produced.

As shown in Figures 4 and 5, the vertical limb (21) of the diagonal strut member (20), Or the connecting plate (30) is provided with a long hole or an enlarged hole (70) to be temporarily fixed after the bolt (71) is pierced, or the diagonal strut member and the joint plate are provided with a long hole (70), so that The two sets of long holes (70) can be arranged in a mutually perpendicular manner, and then temporarily fixed by bolts (71), which is suitable for the field assembly accuracy error is too large, the entire set of joint plates are pre-bonded to the diagonal strut members to At the scene, after the bolt (71) is loosened, the overall length can be adjusted to shorten the locking bolt (71), which can be easily hoisted into the frame of the beam-column member of the structure without being easily caught, and then the bolt (71) can be loosened. Adjust the overall length elongation. After the positioning is completed, the locking bolts (71) are fixed, and then the welding is fixed, the construction is more precise and quicker.

As shown in Fig. 6, the bundle member (23) covers the diagonal strut member (20) in a sandwiching manner to provide a radial beam force to prevent the axial buckling behavior of the diagonal strut member (20).

As shown in Fig. 7, a preferred application embodiment of the pre-bonded diagonal strut member (10) of the joint plate is used to hoist the pre-bonded diagonal strut member (10) to the structural beam-column member (80). After the positioning is completed, the welding is fixed, and the pre-bonded diagonal strut member (10) of the joint plate is assembled with the structural beam-column member (80).

The axial ends of the diagonally extending strut members (10) of the joint plate may be respectively coupled to the two different rod members (80) of the structure, and when the relative displacement between the two different members (80) of the structure is generated, The energy dissipation portion of the center of the diagonal strut member is axially stretched or compressed.

10‧‧‧Pre-bonded diagonal strut members

20‧‧‧ diagonal bracing

21‧‧‧ vertical limbs

22‧‧‧ horizontal limbs

23‧‧‧Bundle pieces

24‧‧‧Filling materials

30‧‧‧ joint plate

40‧‧‧ slotted

50‧‧‧Chamfering

60‧‧‧weld

Claims (7)

A pre-bonded diagonal strut member comprising: a diagonal strut member, an engaging plate and a surrounding member; the diagonal strut member is formed by a long plate, and the axial ends are perpendicular to the vertical limb and the horizontal limb The cross section formed by the joint is a joint portion having a large cross-sectional area at the axial end, and an energy-dissipating portion having a small cross-sectional area at the center, and at least two sets of vertical limbs are respectively disposed at a lower plane position above the horizontal limb, 2 groups The thickness of the joint plate is maintained between the vertical limbs; the joint plate is a flat plate structure, and the joint plate is used for joining the beam stay member of the diagonal strut member and the structure, and the joint plate is provided with the horizontal limb thickness of the matching diagonal strut member. a groove member; the bundle member can provide a radial beam force of the diagonal strut member; wherein: the bundle member is sleeved or sleeved to provide a radial beam force to avoid the diagonal strut member The axial compression behavior is generated; the horizontal limb of the diagonal strut is embedded in the groove of the joint plate, and the joint plate is embedded in the interval between the two sets of vertical limbs, and the surface of the joint plate can be attached to the vertical of the diagonal strut member The surface of the limb, the joint plate can simultaneously be perpendicular to the horizontal and horizontal limbs of the diagonal strut The raw contact is made so that the joint plate can be temporarily fixed to the diagonal strut member in advance and has the function of axially telescopically adjusting the length. After the joint plate is positioned, the vertical and horizontal limbs of the joint plate and the diagonal strut member are attached. The contact edge of the joint is welded and fixed, and the pre-bonded diagonal strut member assembly of the joint plate is completed; the axial ends of the pre-bonded diagonal strut member can be respectively coupled to the two different members of the structure, and the structure is When the relative displacement between the two different rod members is generated, the energy dissipating portion in the center of the diagonal strut member can be axially stretched or compressed. A pre-bonded diagonal strut member comprising: a diagonal strut member and an engaging plate; the end portion of the diagonal strut member is a long plate, and the axial ends of the diagonal strut member have a vertical limb and a horizontal The cross section of the limbs perpendicularly joined to each other, at least 2 sets of vertical The limbs are respectively disposed above the horizontal plane of the horizontal limb, and the thickness of the joint plate is maintained between the two sets of vertical limbs; the joint plate is a flat plate structure, and the joint plate is used for joining the beam and column members of the diagonal strut member and the structure, the joint plate a groove having a horizontal limb thickness matching the diagonal strut member; wherein: the horizontal limb of the diagonal strut member is embedded in the groove of the joint plate, and the joint plate is embedded in the interval between the two sets of vertical limbs, the surface of the joint plate The utility model can be adhered to the surface of the vertical limb of the diagonal strut member, and the joint plate can simultaneously be brought into close contact with the vertical limb and the horizontal limb of the diagonal strut member, so that the joint panel can be temporarily fixed to the diagonal strut member and has the shaft. The function of adjusting the length to the telescopic adjustment, after the positioning of the panel to be engaged, the welding is fixed at the contact edge of the joint between the joint plate and the vertical limb and the horizontal limb of the diagonal strut member, and the assembly of the diagonal strut member which is pre-joined by the joint panel is completed; The axial ends of the diagonal strut members which are previously combined with the joint plates are respectively coupled to the two different rod members of the structure. The pre-bonded diagonal strut member according to the first or the second aspect of the invention, wherein the horizontal limb of the diagonal strut member is provided with a groove matching the thickness of the joint plate and the engaging groove of the joint plate to vertically mutually Inline connection. The pre-bonded diagonal strut member of the joint plate according to claim 1 or 2, wherein the edge of the groove of the joint plate is chamfered, and the vertical limb and the horizontal limb of the diagonal strut member are perpendicularly joined to each other. When welded by welding, the welded bead will have protrusions, and the chamfering of the edge of the groove of the joint plate can avoid interference with the protrusion of the bead, so that the joint plate can be attached to the vertical limb of the diagonal strut member. The surface. The pre-bonded diagonal strut member of the joint plate according to claim 1, wherein the bundling member is a hollow tubular member, and the bezel member further fills the inner space with a filler. The pre-bonded diagonal strut member according to the first or the second aspect of the invention, wherein the diagonal strut member or the joint plate is further provided with a long hole or an enlarged hole to be temporarily connected by a bolt fixed. The pre-bonded diagonal strut member of the joint plate according to claim 1 or 2, wherein the diagonal strut member and the joint plate are further provided with elongated holes to make the two groups long The strip holes can be arranged in a mutually perpendicular manner, and then temporarily fixed by bolting.