Novel masonry filler wall and steel structure pulling joint

Abstract

The utility model discloses a novel brickwork infilled wall and steel structure pulling joint which comprises a brickwork infilled wall and a steel structure body, the brickwork infilled wall is connected with the steel structure body, and the steel structure body and the brickwork infilled wall are connected with pulling pieces. The tie piece is composed of tie bars, reinforcing ribs and tie angle steel. The utility model relates to the technical field of steel structures, in particular to a novel brickwork infilled wall and steel structure pulling connection node, a pulling connection piece is arranged between a brickwork infilled wall and a steel structure body for pulling connection, specifically, the pulling connection piece is composed of pulling connection angle steel, pulling connection bars and reinforcing ribs, the pulling connection angle steel is embedded in the brickwork infilled wall, and the reinforcing ribs are embedded in the brickwork infilled wall. The tie bars are connected with the steel structure body in a welded mode, so that the length of the reinforcing ribs can be adjusted, the length of the reinforcing ribs is matched with the width of the masonry filler wall and the width of the steel structure body, and the supporting and reinforcing effects are achieved.

Description

Technical Field

[0001] The utility model relates to the technical field of steel structures, in particular to a novel masonry filling wall and steel structure tension connection node. Background Art

[0002] In modern concrete buildings, masonry infill walls and steel structures are often built closely together and tightly tied together by tie bars, which improves the seismic performance of masonry infill walls without affecting the seismic performance of the main structure.

[0003] However, the functional separation of the construction profession has resulted in certain gaps between some masonry infill walls and steel structures. Simply relying on tie bars to tie the walls cannot effectively improve the seismic performance of the masonry infill walls. Filling the gaps with masonry will increase the quality of the structure and make the construction difficult, affecting the construction period. How to effectively and conveniently improve the seismic performance of masonry infill walls in this situation is a problem that needs to be solved urgently. In view of this, an in-depth study was conducted on the above-mentioned issues, which led to the creation of this case. Utility Model Content

[0004] In view of the deficiencies of the prior art, the utility model provides a novel masonry infill wall and steel structure tension connection node, which solves the existing background technology problems.

[0005] To achieve the above objectives, the utility model is implemented through the following technical solutions: a novel masonry infill wall and steel structure tension connection node, comprising a masonry infill wall and a steel structure main body, the masonry infill wall is connected to the steel structure main body, and the steel structure main body and the masonry infill wall are connected by a tensioning piece;

[0006] The anchor is composed of anchor bars, reinforcing ribs and anchor angle steels;

[0007] The end of the tie bar is connected to the tie angle steel, the tie angle steel is assembled in the masonry infill wall, the tie bar extends from one side of the masonry infill wall, and the tie bar is provided with a reinforcing rib, and the reinforcing rib is supported between the masonry infill wall and the steel structure body;

[0008] The tie angle steel is a plate with a T-shaped cross section, and the rectangular plane of the tie angle steel is connected to the tie bar;

[0009] The tie bar is a rod of a rectangular structure, and the tie bar is connected to one side of the tie angle steel;

[0010] The horizontal length of the reinforcing rib is adjustable.

[0011] Preferably, the masonry infill wall consists of structural columns and horizontal tie beams.

[0012] Preferably, the main body of the steel structure is composed of steel beams and steel columns.

[0013] Preferably, the reinforcing rib includes a welding plate, which is welded to the exposed end of the tie bar, an adjustment cylinder is provided on one side of the welding plate, a reinforcing adjuster is threadedly assembled on the adjusting cylinder, and a reinforcing frame of a socket structure is provided on the outside of the reinforcing adjuster and the adjusting cylinder.

[0014] Preferably, the reinforcement frame is composed of a sliding frame slidably connected to the welding sheet, a sliding screw fixedly connected to the sliding frame, and a contact frame fixedly connected to the sliding frame.

[0015] The utility model provides a new type of masonry infill wall and steel structure tensioning node. It has the following beneficial effects: the new type of masonry infill wall and steel structure tensioning node has a tensioning piece arranged between the masonry infill wall and the main body of the steel structure for tensioning, and the specific tensioning piece is composed of a tensioning angle steel, a tensioning bar and a reinforcing rib. The tensioning angle steel is embedded in the masonry infill wall and is welded to the main body of the steel structure through the tensioning bar, and the length of the reinforcing rib is adjustable, so that the length of the reinforcing rib matches the width of the masonry infill wall and the main body of the steel structure, and plays a role of supporting and reinforcing. BRIEF DESCRIPTION OF THE DRAWINGS

[0016] Figure 1 The utility model is a schematic cross-sectional structural diagram of a novel masonry infill wall and a steel structure tension connection node.

[0017] Figure 2 It is a partial axonometric structural schematic diagram of a novel masonry infill wall and steel structure tension connection node described in the utility model.

[0018] Figure 3 It is a partial side structural schematic diagram of a novel masonry infill wall and a steel structure tension connection node described in the utility model.

[0019] In the figure: 1. masonry infill wall; 2. steel structure main body; 3. tie bars; 4. reinforcing ribs; 5. tie angle steels; 41. welding plates; 42. adjusting cylinders; 43. reinforcing adjusters; 44. reinforcing frames. DETAILED DESCRIPTION

[0020] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.

[0021] See also Figure 1-3The utility model provides an implementation scheme: there is a certain gap between the modern masonry filling wall 1 and the steel structure, and simply relying on the tie bars 3 to tie cannot effectively improve the seismic performance of the masonry filling wall 1; filling the gap with masonry will increase the structural quality, make the construction difficult, and affect the construction period.

[0022] In view of the above problems, the present application discloses a novel tension connection node between a masonry infill wall 1 and a steel structure, which is specifically used between the masonry infill wall 1 and the steel structure main body 2, wherein there is a gap between the steel structure main body 2 and the masonry infill wall 1, so an anchor is provided between the steel structure main body 2 and the masonry infill wall 1, and the steel structure main body 2 is tied close to the masonry infill wall 1 by the anchor, and the width of the anchor can be adjusted according to the distance between the masonry infill wall 1 and the steel structure main body 2;

[0023] Specifically, according to the instructions Figure 1-3 It can be seen that the above-mentioned tie parts are composed of tie bars 3, reinforcing ribs 4 and tie angle steels 5, wherein the tie angle steels 5 are embedded in the masonry infill wall 1 in a special shape, and the tie bars are integrally formed with the tie angle steels and can extend from the masonry infill wall 1, and the steel structure body 2 is arranged on one side of the masonry infill wall 1, and is connected to the steel structure body 2 through the tie bars 3 to achieve the position fixation of the steel structure body 2, and the reinforcing ribs 4 are arranged on the tie bars 3, and the length of the reinforcing ribs 4 can be adjusted, and the two ends are respectively in contact with the masonry infill wall 1 and the steel structure body 2, thereby achieving the position fixation of the steel structure body 2 and the masonry infill wall 1 and the function of strengthening the structure;

[0024] According to the instruction manual Figure 1-3 It can be seen that, specifically, the tie angle steel 5 is a plate with a T-shaped cross section, and the rectangular plane of the tie angle steel 5 is connected to the tie bar 3, so that the tie bar 3 is connected between the steel structure body 2 and the masonry filling wall 1, and the tie bar 3 is a rod with a rectangular structure, and the tie bar 3 is connected to one side of the tie angle steel 5;

[0025] Furthermore, the horizontal length of the reinforcing rib 4 can be adjusted. By adjusting the horizontal length of the reinforcing rib 4, the reinforcing rib 4 can be fully against the masonry filling and the steel structure body 2 to form an effective support.

[0026] As a preferred solution, further, the masonry infill wall 1 is composed of structural columns and horizontal tie beams.

[0027] As a preferred solution, further, the steel structure body 2 is composed of steel beams and steel columns.

[0028] As a preferred solution, further, according to the attached description Figure 1-3It can be seen that the reinforcing rib 4 includes a welding piece 41, which is welded to the exposed end of the tie bar 3, and an adjusting cylinder 42 is provided on one side of the welding piece 41. A reinforcing adjuster 43 is threadedly mounted on the adjusting cylinder 42, and a reinforcing frame 44 of a socket structure is provided outside the reinforcing adjuster 43 and the adjusting cylinder 42;

[0029] In the specific implementation process, the welding connection is made through the welding plate 41. When the tie bar 3 is fixed to the steel structure body 2 for welding, the welding plate 41 and the tie bar 3 are kept in contact with the steel structure body 2, and the welding plate 41 is welded to the steel structure body 2 together. An adjustment cylinder 42 is provided on one side of the welding plate 41. The position of the reinforcement frame 44 is adjusted by the reinforcement adjuster 43 on the adjustment cylinder 42, so that the reinforcement frame 44 contacts the masonry filling wall 1 to form a reinforced support.

[0030] As a preferred solution, further, the reinforcing frame 44 is composed of a sliding frame slidably connected to the welding sheet 41, a sliding screw fixedly connected to the sliding frame, and a contact frame fixedly connected to the sliding frame;

[0031] The sliding screw is threadedly engaged with the strengthening adjuster 43. By rotating the strengthening adjuster 43, the sliding screw moves linearly, thereby pushing the sliding frame to move linearly, and then the contact frame on the sliding frame contacts the masonry filling wall 1, thereby achieving the strengthening effect on the tension joint.

[0032] From the above, it can be generally known that the new type of masonry infill wall 1 and the steel structure tension connection node is provided with a tensioning member between the masonry infill wall 1 and the steel structure main body 2 for tension connection. The specific tensioning member is composed of a tensioning angle steel 5, a tensioning bar 3 and a reinforcing rib 4. The tensioning angle steel 5 is embedded in the masonry infill wall 1, and is welded to the steel structure main body 2 through the tensioning bar 3. The length of the reinforcing rib 4 can be adjusted to match the length of the reinforcing rib 4 with the width of the masonry infill wall 1 and the steel structure main body 2, thereby playing a supporting and reinforcing role.

[0033] Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions and variations may be made to the embodiments without departing from the principles and spirit of the present invention, and that the scope of the present invention is defined by the appended claims and their equivalents.

Claims

1. A novel masonry infill wall and steel structure tension connection node, comprising a masonry infill wall (1) and a steel structure main body (2), wherein the masonry infill wall (1) is connected to the steel structure main body (2), and is characterized in that: The steel structure main body (2) and the masonry filling wall (1) are connected by an anchor; The anchor member is composed of an anchor bar (3), a reinforcing rib (4) and an anchor angle steel (5); The end of the tie bar (3) is connected to a tie angle steel (5), the tie angle steel (5) is installed in the masonry infill wall (1), the tie bar (3) extends from one side of the masonry infill wall (1), and a reinforcing rib (4) is provided on the tie bar (3), and the reinforcing rib (4) is supported between the masonry infill wall (1) and the steel structure body (2); The tie angle steel (5) is a plate with a T-shaped cross section, and the rectangular plane of the tie angle steel (5) is connected to the tie bar (3); The tie bar (3) is a rod with a rectangular structure, and the tie bar (3) is connected to one side of the tie angle steel (5); The horizontal length of the reinforcing rib (4) is adjustable.

2. A novel masonry infill wall and steel structure tension connection node according to claim 1, characterized in that: The masonry infill wall (1) comprises structural columns and horizontal tie beams.

3. A novel masonry infill wall and steel structure tension connection node according to claim 2, characterized in that: The steel structure body (2) is composed of steel beams and steel columns.

4. A novel masonry infill wall and steel structure tension connection node according to claim 3, characterized in that: The reinforcing rib (4) comprises a welding sheet (41), the welding sheet (41) being welded to the exposed end of the tie bar (3), an adjusting tube (42) being provided on one side of the welding sheet (41), a reinforcing adjuster (43) being threadedly mounted on the adjusting tube (42), and a reinforcing frame (44) of a socket structure being provided outside the reinforcing adjuster (43) and the adjusting tube (42).

5. The novel masonry infill wall and steel structure tension connection node according to claim 4 is characterized in that: The reinforcement frame (44) is composed of a sliding frame slidably connected to the welding plate (41), a sliding screw fixedly connected to the sliding frame, and a contact frame fixedly connected to the sliding frame.

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