Inlaid joint of steel structure building and construction method

Abstract

The application discloses a kind of inlaid node of steel structure building and construction method, the inlaid node of steel structure building includes vertical beam and the horizontal beam cooperation with vertical beam, the side of vertical beam is fixed with connecting beam, connecting beam can be connected with horizontal beam, the end of horizontal beam is equipped with sleeve, sleeve is nested in the outer periphery of horizontal beam and can move relative to horizontal beam, one end of sleeve is equipped with fixed plate, and the side of fixed plate can be fixed with vertical beam.This application solves the security risk caused by bolt falling off in the connecting place of the node of steel structure building in the prior art.

Description

TECHNICAL FIELD

[0001] The present application relates to the technical field of building construction, in particular to an inlaid node of a steel structure building and a construction method. BACKGROUND

[0002] Fabricated steel structure system refers to a building produced by transporting a housing unit or a component produced according to unified and standard building part specifications to the construction site for assembly. With the development of building requirements and the increasing complexity of steel structure building functions, the building structure has also changed significantly.

[0003] In the design of fabricated steel structure buildings, the steel structure node directly affects the construction speed and the degree of assembly of the structure. In the prior art, field welding is often used at the node of a steel structure building. Although this connection method is a rigid connection, the node has poor ductility and is prone to brittle failure in an earthquake. In addition, field welding is required, which greatly affects the construction speed and quality, and is not suitable for multi-story fabricated steel structure buildings. At the same time, due to the large welding area, large residual stress is easily generated, which affects the stress performance of the node. A fabricated double-flange beam-column bolt node connection device with a cover plate is disclosed in Chinese Patent No. CN105888060A, which includes a plurality of flange plate splicing plates. The flange plate and the steel beam are connected by bolts, and the splicing plate and the steel beam are connected by bolts, thereby avoiding the influence of field welding to some extent.

[0004] The inventors have found that the prior art at least has the following defects: In order to ensure the connection strength, construction personnel usually use more bolts for fixation. However, due to the increase in the number of bolts, the probability of bolt falling off at the node also increases, thereby causing a large safety hazard. SUMMARY

[0005] The embodiments of the present application provide an inlaid node of a steel structure building and a construction method, which solve the safety hazard caused by bolt falling off at the node connection of a steel structure building in the prior art.

[0006] To solve the above technical problems, the present application adopts the following technical scheme: an inlaid node of a steel structure building, comprising a vertical beam and a horizontal beam matched with the vertical beam, a connecting beam is fixed on one side of the vertical beam, the connecting beam can be connected with the horizontal beam, a sleeve is arranged at the end of the horizontal beam, the sleeve is nested on the outer periphery of the horizontal beam and can move relative to the horizontal beam, a fixed plate is arranged at one end of the sleeve, and the fixed plate can be fixed with the side surface of the vertical beam.

[0007] Since the outer periphery of the horizontal beam is movably provided with the sleeve, when the horizontal beam is connected with the connecting beam, the sleeve can cover the bolts at the connecting position of the horizontal beam and the connecting beam by moving, which can effectively avoid the loosening and falling off of the bolts at the connecting position, thereby avoiding the safety hazard caused thereby.

[0008] Further, the bottom of the connecting beam has a lower flange, and the lower flange is fixed to the beam body of the cross beam by bolts; the top of the end of the cross beam has an upper flange, and the upper flange is fixed to the beam body of the connecting beam by bolts; thus, the cross beam and the connecting beam are more convenient to butt joint.

[0009] Further, the connecting beam and the cross beam are both I-shaped steel, and a cladding plate is arranged on both sides of the butt joint of the connecting beam and the cross beam, and the cladding plate is fixed to the web of the corresponding I-shaped steel by bolts.

[0010] Further, the upper and lower edges of one end of the sleeve each have a fixing plate, and the fixing plate is provided with a through hole and can be fixed to the vertical beam by bolts.

[0011] Further, the upper and lower bottom surfaces of the sleeve are each provided with a rib plate between the fixing plate; thus, the strength of the sleeve can be enhanced, and the protection performance of the sleeve can be improved.

[0012] Further, the fixing plate has a vertical strip-shaped hole; thus, the hole position on the fixing plate can be aligned with the corresponding empty position on the vertical beam, and the fixing of the sleeve is facilitated.

[0013] Further, the upper surface and the lower surface of the inner cavity of the sleeve are each provided with a strip-shaped groove, and the groove transversely penetrates the two end surfaces of the sleeve; the groove can avoid the interference between the bolts at the upper flange and the lower flange and the inner wall of the sleeve.

[0014] Further, the construction method of the inlaid node of the steel structure building comprises the following steps:

[0015] Step one, aligning the end of the cross beam with the end of the connecting beam, fixing the lower flange to the beam body of the cross beam by bolts, and fixing the upper flange to the beam body of the connecting beam by bolts;

[0016] Step two, installing and placing the cladding plate on both sides of the web at the butt joint of the cross beam and the connecting beam, and fixing the cladding plate by bolts;

[0017] Step three, moving the sleeve horizontally, and fixing the fixing plate of the sleeve to the side surface of the vertical beam.

[0018] Through the above technical solutions, the present application has at least the following technical effects or advantages:

[0019] 1. Since the outer periphery of the cross beam is movably provided with a sleeve, when the cross beam is connected to the connecting beam, the bolts at the connecting position of the cross beam and the connecting beam can be covered by moving the sleeve, and the loosening and falling off of the bolts at the connecting position can be effectively avoided, and the safety hazards caused thereby can be avoided.

[0020] 2. Since the lower flange is integrated with the connecting beam and can be fixed to the beam body of the crossbeam with bolts, and the upper flange is integrated with the crossbeam and can be fixed to the beam body of the connecting beam with bolts, it is more convenient to connect the crossbeam and the connecting beam.

[0021] 3. Because the upper and lower bottom surfaces of the sleeve are provided with ribs between them and the fixed plate, the strength of the sleeve can be enhanced and the protective performance of the sleeve can be improved.

[0022] 4. Because the fixing plate has vertical slots, it is easy to align the holes on the fixing plate with the corresponding slots on the vertical beam, which facilitates the fixing of the sleeve.

[0023] 5. Because the inner cavity of the sleeve has a groove that runs laterally through both end faces, interference between the bolts at the upper and lower flanges and the inner wall of the sleeve can be avoided. Attached Figure Description

[0024] To more clearly illustrate the technical solution of the present invention, the accompanying drawings used in the description will be briefly introduced below. Obviously, the drawings described below are only some embodiments of the present invention. For those skilled in the art, other drawings can be obtained based on these drawings without creative effort.

[0025] Figure 1 This is a schematic diagram of the overall structure of the present invention;

[0026] Figure 2 This is a partial structural schematic diagram of the present invention;

[0027] Figure 3 for Figure 2 Exploded view;

[0028] Figure 4 This is a schematic diagram of the structure of the sleeve of the present invention.

[0029] Explanation of reference numerals in the attached diagram: 1. Vertical beam, 2. Horizontal beam, 3. Connecting beam, 4. Sleeve, 5. Fixing plate, 6. Lower flange, 7. Upper flange, 8. Plate, 9. Rib, 10. Groove. Detailed Implementation

[0030] To enable those skilled in the art to better understand the technical solutions of this invention, the technical solutions of the embodiments of this invention will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only some embodiments of this invention, and not all embodiments. Based on the embodiments of this patent, other embodiments obtained by those skilled in the art without creative effort are all within the scope of protection of this patent.

[0031] The embodiment of the present application discloses a kind of mosaic nodes of steel structure building, please refer to Figures 1 to 4 The mosaic nodes of steel structure building include vertical beam 1 and cross beam 2 matched with vertical beam 1, one side of vertical beam 1 is fixed with connecting beam 3, connecting beam 3 can be connected with cross beam 2, the end of cross beam 2 is provided with sleeve 4, sleeve 4 is nested in the outer periphery of cross beam 2 and can move relative to cross beam 2, one end of sleeve 4 is provided with fixed plate 5, and fixed plate 5 can be fixed with the side surface of vertical beam 1.

[0032] Connecting beam 3 is I-beam, one end of connecting beam 3 is welded and fixed with vertical beam 1, the other end of connecting beam 3 has lower flange 6, and the lower flange 6 is integrated with the bottom of connecting beam 3 and extends away from vertical beam 1. Boltholes are provided on the plate surface of the extended lower flange 6, and correspondingly, boltholes are also provided on the lower bottom surface of cross beam 2, so that the lower bottom surface of cross beam 2 can be fixed with the lower flange 6 at one end of connecting beam 3 by bolts.

[0033] Cross beam 2 is I-beam, upper flange 7 is provided at the end of cross beam 2 abutting against connecting beam 3, the upper flange 7 is integrated with the top of cross beam 2 and extends towards vertical beam 1. Boltholes are provided on the plate surface of the extended upper flange 7, and correspondingly, boltholes are also provided on the upper bottom surface of connecting beam 3, so that the upper flange 7 at the end of cross beam 2 can be fixed with connecting beam 3 by bolts. After the lower flange 6 is fixed with the lower bottom surface of cross beam 2 and the upper flange 7 is fixed with the upper flange 7 of connecting beam 3, cross beam 2 can be preliminarily abutted and fixed with cross beam 2.

[0034] Paste plate 8 is also provided on both sides of the abutting position of connecting beam 3 and cross beam 2, and the paste plate 8 is provided with a plurality of through holes penetrating the plate surface, and correspondingly, a plurality of through holes are also provided on the web plate at the abutting position of connecting beam 3 and cross beam 2. When the hole positions of the through holes on the paste plate 8 coincide with the hole positions of the through holes on the web plate, the paste plate 8 is fixed by penetrating through bolts.

[0035] Sleeve 4 is located at the end of cross beam 2, and cross beam 2 is located in the cavity of sleeve 4, and when sleeve 4 moves along cross beam 2, sleeve 4 can be separated from cross beam 2. The end of sleeve 4 close to vertical beam 1 has fixed plate 5, and the fixed plate 5 is integrated with the upper and lower edges of sleeve 4, respectively. Through holes are provided on the fixed plate 5, and correspondingly, boltholes or through holes are provided on the side surface of vertical beam 1, so that the fixed plate 5 can be fixed with the side surface of vertical beam 1 by bolts.

[0036] The through hole on the fixed plate 5 is long strip-shaped and vertically arranged, thereby facilitating the relative fixation of the fixed plate 5 and the vertical beam 1. The rib plate 9 is arranged between the upper and lower bottom surfaces of the sleeve 4 and the fixed plate 5 of the sleeve 4, thereby enhancing the strength of the sleeve 4. The length of the sleeve 4 is greater than the length of the connecting beam 3. After the fixed plate 5 at one end of the sleeve 4 is fixed to the side surface of the vertical beam 1, the sleeve 4 can be simultaneously nested in the end of the horizontal beam 2 and the outer periphery of the connecting beam 3, thereby ensuring the protection of the sleeve 4 on the connecting part.

[0037] The inner cavity of the sleeve 4 is also provided with a strip-shaped groove 10 which transversely penetrates the two end surfaces of the sleeve 4. After the horizontal beam 2 and the connecting beam 3 are relatively fixed, the transverse movement of the sleeve 4 can avoid the interference between the bolts at the upper and lower flanges 7 and 6 and the inner wall of the sleeve 4.

[0038] The construction method of the above-mentioned inlaid node of the steel structure building comprises the following steps:

[0039] Step one: align the end of the horizontal beam 2 with the end of the connecting beam 3. After alignment, the lower flange 6 and the beam body of the horizontal beam 2 are fixed by bolts, and the upper flange 7 and the beam body of the connecting beam 3 are fixed by bolts, thereby realizing the preliminary fixation of the horizontal beam 2 and the connecting beam 3.

[0040] Step two: install and place the veneer 8 on both sides of the web at the joint of the horizontal beam 2 and the connecting beam 3, and fasten it by bolts and nuts, thereby further enhancing the fixation of the horizontal beam 2 and the connecting beam 3.

[0041] Step three: after the relative fixation of the horizontal beam 2 and the connecting beam 3, move the sleeve 4 transversely, so that the fixed plate 5 of the sleeve 4 is relatively fixed to the side surface of the vertical beam 1.

[0042] Through the above construction method, the end of the horizontal beam 2 and the end of the connecting beam 3 can be more conveniently and quickly fixed. After the relative fixation of the horizontal beam 2 and the connecting beam 3, the sleeve 4 can cover the bolts at the connecting part, and at the same time, the loosening of the bolts can be avoided, thereby improving the connecting strength and effectively avoiding the safety hazard.

[0043] In the description of the present application, the terms "upper", "lower", "front", "rear", "left", "right", "top", "bottom", "vertical", "horizontal" and the like indicate the orientation or positional relationship shown in the drawings, and are only for the purpose of describing the present application and not for requiring the present application to be constructed or operated in a particular orientation, therefore cannot be understood as a limitation on the present application. In the present application, "connected" and "connected" should be understood in a broad sense, for example, it can be connected, or it can be detachable connection; it can be direct connection, or indirect connection through intermediate components. For those skilled in the art, the specific meaning of the above terms can be understood according to the specific circumstances.

[0044] The foregoing description of the disclosed embodiments enables a person skilled in the art to make or use the application. Modifications of these embodiments will occur to those skilled in the art and are within the scope of the following claims, defined solely by the words of the claims themselves, in which the patent is sought. Therefore, the application is not limited to the described embodiments and instead is intended to cover any and all modifications within the scope of the following claims.

Claims

1. An embedded node for a steel structure building, comprising a vertical beam (1) and a horizontal beam (2) cooperating with the vertical beam (1), wherein a connecting beam (3) is fixed to one side of the vertical beam (1), and the connecting beam (3) can be connected to the horizontal beam (2), characterized in that, The end of the crossbeam (2) is provided with a sleeve (4), which is nested around the outer periphery of the crossbeam (2) and can move relative to the crossbeam (2). One end of the sleeve (4) is provided with a fixing plate (5), which can be fixed to the side of the vertical beam (1). The bottom of one end of the connecting beam (3) has a lower flange (6), which is fixed to the beam body of the crossbeam (2) by bolts; the top of the end of the crossbeam (2) has an upper flange (7), which is fixed to the beam body of the connecting beam (3) by bolts. The upper and lower surfaces of the inner cavity of the sleeve (4) are provided with strip-shaped grooves (10), which transversely penetrate the two end faces of the sleeve (4).

2. The embedded joint of a steel structure building according to claim 1, characterized in that, Both the connecting beam (3) and the crossbeam (2) are I-beams. There are also side plates (8) on both sides of the joint between the connecting beam (3) and the crossbeam (2). The side plates (8) are fixed to the web of the corresponding I-beam by bolts.

3. The embedded joint of a steel structure building according to claim 1, characterized in that, The upper and lower edges of one end of the sleeve (4) are both equipped with fixing plates (5), and the fixing plates (5) are provided with through holes and can be fixed to the vertical beam (1) by bolts.

4. The embedded joint of a steel structure building according to claim 3, characterized in that, Ribs (9) are provided between the upper and lower bottom surfaces of the sleeve (4) and the fixing plate (5).

5. The embedded node of a steel structure building according to claim 3, characterized in that, The fixing plate (5) has vertical strip holes.

6. A construction method using the embedded joints of the steel structure building as described in any one of claims 1 to 5, characterized in that, Includes the following steps: Step 1: Align the end of the crossbeam (2) with the end of the connecting beam (3), fix the lower flange (6) to the beam body of the crossbeam (2) with bolts, and fix the upper flange (7) to the beam body of the connecting beam (3) with bolts; Step 2: Install and place the mounting plates (8) on both sides of the web at the joint of the crossbeam (2) and the connecting beam (3), and fix them with bolts; Step 3: Move the sleeve (4) laterally so that the fixing plate (5) of the sleeve (4) is fixed to the side of the vertical beam (1).

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