CN102979173A - Industrialized assembled multi-story high-rise steel structure prestressed eccentrically-braced system - Google Patents

Abstract

The invention relates to an industrially assembled multi-high-rise steel structure prestressed eccentric support system, which belongs to the construction field. The invention includes a steel structure main plate frame, a prestressed support member and a column. Wide beams, narrow beams and column bases are assembled into a foundation panel frame in a factory, and the foundation panel frame and floor slabs are integrated, and the wide beams and narrow beams are all welded by channel steel in the factory. The pipeline passes between the web channels of the wide and narrow beams to form the A, B and C plates. High-strength bolts and partial welding are used at the connection between the main board and the column seat, and between the wide beam and the narrow beam (only in the factory). The column base and the column are connected through flanges with high-strength bolts. The invention has the advantages of fast construction speed, high structural bearing capacity, good lateral displacement resistance, and no pollution. It can give full play to the strength of the material, effectively resist horizontal loads, reduce the displacement between layers of the structure, and reduce the pollution caused by welding to the environment. Improve the speed of project construction and save costs.

Description

An industrially assembled prestressed eccentric support system for multiple, high-rise steel structures

technical field

The invention relates to a novel structure system, in particular to an industrially assembled steel structure eccentric support system applied in the construction field.

Background technique

The construction of ordinary steel structures uses a lot of welding on site, which not only affects the construction speed but also makes it difficult to control the construction quality. In recent years, there have been numerous engineering quality problems caused by the construction quality of steel structures, and on-site welding is one of the most important Factors, on-site welding quality is not easy to control, and it causes great pollution to the environment.

The traditional reinforced concrete structure requires on-site binding of steel bars and pouring of concrete, which requires a lot of labor and maintenance time, and the project cost is greatly increased. And a large amount of construction waste is generated when the building is demolished.

In recent years, domestic scholars' research on prefabricated steel structures is limited to multi-layers, and the construction speed is only slightly reduced, and the rapid installation of steel structures has not really been realized, reflecting the advantages of steel structures.

At present, prestressed steel members are only used in tension string structures, and have not been used in high-rise structures. The use of prestressed steel members as high-rise lateral force-resistant structures has not yet been realized in engineering.

Contents of the invention

The purpose of the present invention is to overcome the above-mentioned defects of existing projects, and provide a structural system for rapid construction of multiple and high-rise steel structures. This structural system can realize the rapid installation of main steel structures and prestressed components, and can resist high-intensity earthquakes. It perfectly embodies the advantages of steel structure.

In order to achieve the above object, the present invention adopts following technical scheme:

An industrially assembled multi-high-rise steel structure prestressed eccentric support system, including a main panel frame 1, a column system composed of columns and column cover plates, and a prestressed support member 2; the main panel frame includes: a foundation panel frame and a floor slab 15 ;

Described main frame 1 is made of the basic unit that A, B, C three kinds of basic frames are formed, and wherein A basic frame is the basic frame of edge position, and B, C two basic plates are the frame of middle position, and B and C base frames are connected alternately;

Among the three types of foundation panels, the beams on the side not adjacent to other foundation panels are all wide beams 3; the beams on the side adjacent to other foundation panels are all narrow beams 4; the beam width of the narrow beams is the width of the wide beams The width of the wide beam is less than or equal to the width of the flange of the column seat; the structure of the wide beam and the narrow beam is the same, and they are all truss beams; the upper and lower chords and webs of the truss beams are all channel steel, and the webs and The chords form an angle of 30°-60°; at least three connecting channel steels 10 with bolt holes are arranged between the upper and lower chords of each truss beam, and there is a rectangular end sealing plate with bolt holes at both ends of the truss beam; The upper and lower chords, webs, connecting channel steel and end sealing plates of the truss beams are all welded;

The two beams perpendicular to each other in the three types of foundation panels of A, B, and C are connected by welding with two stiffening plates 12 along the beam height; the adjacent beams are connected by bolts at the same position of the two beams; In the foundation plate frame of seat 7, the column seat is connected with the adjacent beam by bolts;

A basic frame is the outer basic frame of the main frame 1, which is a rectangular basic frame composed of wide beams 3 and narrow beams 4. There are two narrow beams 4 connected side by side in the middle of the A frame, and the two narrow beams The beams use bolts to connect the connecting channel steels at the same position of the two beams; the columns 8 are arranged on the outer long side of the foundation panel A; no columns are arranged on the long sides adjacent to other foundation panels;

The B foundation slab and the C foundation slab are two types of rectangular foundation slabs in the middle; among them, the narrow beam side adjacent to the B foundation slab and the A foundation slab does not arrange columns 8; the adjacent to the C foundation slab Columns 8 are arranged on the side of the narrow beam to form nodes, in which the middle node is node 6, and the nodes at both ends are node 5; node 6 is T-shaped. Since the flange width of the column base is greater than or equal to twice the width of the narrow beam, the narrow After the beam is aligned with the center line of the flange of the column base, the column base protrudes and connects to both sides of the column base, and the long side composed of narrow beams is half the width of the column base; the node 5 is L-shaped, and the column base and the mutual A vertical wide beam and a narrow beam are bolted together. The wide beam is aligned with one of the two centerlines perpendicular to each other in the column seat flange; the narrow beam is aligned with the other of the two centerlines. The beam width of the beam is less than or equal to half of the flange width of the column base, so the column base will also protrude from the long side composed of narrow beams by half the width of the column base; that is, the column base at node 5 and node 6 of the B foundation plate frame Protrude half of the column base of the connected narrow beams to form a bulge;

There are no columns arranged on the two long sides adjacent to the foundation panel C and the foundation panel B and the foundation panel A. The node of the long side adjacent to the foundation panel C and the B foundation panel is the node 8 in the middle position. The end is node 7; node 8 is composed of four narrow beams, two of which are collinear; the other two narrow beams are located in the middle of the C foundation slab, connected side by side and perpendicular to the collinear narrow beams; The non-adjacent long sides of the beams are vertically aligned; node 7 is composed of a narrow beam and a wide beam perpendicular to each other; the inner long sides of the narrow beam and the wide beam are vertically aligned; that is, the nodes 8 and 7 of the C foundation plate form a concave Groove, so that the groove of node 8 coincides with the protrusion of node 5 of the B foundation plate frame, and the groove of node 7 coincides with the protrusion of node 6 of the B foundation plate frame;

The column base 7 is a column pier with upper and lower column base flanges, surrounded by column base connectors 7-1 with bolt holes; each component is connected together by welding; the column 8 and the column cover are connected together by welding; Column cover plate, column seat flange and beam are connected together with bolts;

The floor slab 15 is poured on the foundation slabs of A, B and C, forming an integral body with the foundation slabs;

The prestressed support member 2 is realized in the form of herringbone eccentric support or diagonal eccentric support.

The main panel frame of the steel structure includes a foundation panel frame and a floor slab. The wide beam, the narrow beam and the floor slab are integrated in the factory, and the wide beam and the narrow beam are all welded by channel steel in the factory. The pipeline passes between the web channel steel of the wide beam and the narrow beam, thereby forming the A foundation grill, the B foundation grill and the C foundation grill. The bolted connection and partial welding at the connection between the base frame plate and the column seat, the connection between the wide beam and the narrow beam is limited to the factory. The column seat and the column are connected by bolts through flanges.

The prestressed support member may be a prestressed steel cable or a prestressed steel rod and a connecting lug, and the lug is connected to the main plate through a high-strength bolt. By pre-tensioning the prestressed steel cables or prestressed steel rods, when the horizontal force acts on the structure, the horizontal force component of the prestressed steel cables or prestressed levers reduces or even offsets the horizontal force acting on the structure, so that the structure The interstory displacement is a small value, which meets the requirements of the code.

Beneficial effect

The invention adopts a high-rise steel structure system that can realize rapid assembly and effectively resist horizontal lateral displacement during the construction stage. This structural form can not only effectively realize the industrialization of the processing of steel structural components, but also greatly increase the construction speed and greatly reduce the amount of steel used.

Through engineering practice and 1:10 shaking table experiment, it is found that the construction speed of the new structural system is 500% higher than that of the ordinary structural system, and the steel consumption is reduced by 50%, and the "no water, no fire, no dust" on the construction site is realized. ", reducing the safety hazards of on-site construction and reducing environmental pollution.

Description of drawings

Fig. 1 is the planar layout of the assembled main frame of the structure of the present invention

Fig. 2 Combination diagram of structural beam and slab of the present invention

Fig. 3 The eccentric support of the structure frame of the present invention Fig. 1

Fig. 4 The eccentric support of the structure frame of the present invention Fig. 2

Fig. 5 frame diagram of structure A of the present invention

Fig. 6 board frame diagram of structure B of the present invention

Fig. 7 is the raised figure of node 6 of structure B of the present invention.

Fig. 8 raised figure of structure B panel frame node 5 of the present invention

Figure 9 structure C board frame diagram of the present invention

Fig. 10 is a diagram of the 8 grooves of the structural C plate frame node of the present invention

Fig. 11 Groove diagram of node 7 of structure C of the present invention

Fig. 12 The structure node 1 diagram of the present invention

Fig. 13 Detailed diagram of structural node 1 of the present invention

Figure 14 Invention Structure Node 2 Diagram

Fig. 15 Detailed diagram of structure node 2 of the present invention

Fig. 16 The structure node 3 diagram of the present invention

Fig. 17 Detailed diagram of structure node 3 of the present invention

Fig. 18 The structure node 4 diagram of the present invention

Fig. 19 detailed diagram of structure node 4 of the present invention

Fig. 20 is the structure node 5 diagram of the present invention

Fig. 21 Detailed diagram of structure node 5 of the present invention

Fig. 22 The structure node 6 diagram of the present invention

Fig. 23 Detailed diagram of structural node 6 of the present invention

Fig. 24 The structure node 7 diagram of the present invention

Fig. 25 Detailed diagram of structure node 7 of the present invention

Fig. 26 The structure node 8 diagram of the present invention

Fig. 27 Detailed diagram of structure node 8 of the present invention

Fig. 28 is the structural column seat diagram of the present invention

Figure 29 is a detailed view of the structural column seat of the present invention

Fig. 30 structural profiled steel plate diagram of the present invention

Fig. 31 is the detailed diagram of the connection node between the structural prestressed member and the frame wide beam of the present invention

Fig. 32 Schematic diagram of narrow beam connection of the structure of the present invention

Among them, 1-main frame; 2-prestressed support member; 3-wide beam; 4-narrow beam

5-profiled steel plate; 6-concrete; 7-column base; 7-1: column base connector; 7-2: column pier; 7-3: column base flange; 8-column; 9-1: single connection Ear plate; 9-2: double connection ear plate; 10-connecting channel steel; 11-1 column cover plate I; 11-2 cover plate II; 11-3 column cover plate III; 11-4 cover plate IV; 11- 5-column cover Ⅴ; 12-stiffening plate; 13-end; 14-section sealing plate; 15-floor.

Detailed ways

The implementation of the structural system will be described in detail below in conjunction with the accompanying drawings.

As shown in Figures 1 to 10, the present invention is an industrially assembled multi-high-rise steel structure eccentric prestressed support system, including a steel structure main frame, a prestressed support member, and a column system, characterized in that: the steel structure The main frame includes foundation frame and column system. Wide beam 3, narrow beam 4 and column base 7 are assembled into foundation plate frame in factory, and floor slab is example with pressed steel plate concrete here, and floor slab can also be forms such as reinforced concrete floor slab. The prestressed support members are described here in a general form. Place the profiled steel plate 5 on the wide beam 3 and the narrow beam 4, connect it with studs, pour concrete 6 on the profiled steel plate 5, use the gaps between the webs of the wide beam 3 and narrow beam 4, place pipelines, etc., and finally form The foundation panels A, B and C are connected by bolts and welded to form the main panel as shown in Figure 1. The floor slabs 15 are poured on the foundation panels of A, B and C, forming an integral body with the foundation panels. The column 8 is connected with the column base 7 by bolts to form an integral frame, and after the ear plate 9 is connected with the main frame, the prestressed support member 2 is connected with the ear plate 9 of the integral frame through the end 13 to form the whole structural system.

Fig. 11-Fig. 26 show the structural form of the structural nodes, and the connection method is as follows: the column 8 and the column cover plate are welded in the factory, and the wide beam 3 and the narrow beam 4 are connected together with two stiffening plates 12 along the beam height by welding. The base plate frame is finally connected with the column base 7, the column cover plate and the base plate frame with bolts to form a node.

Fig. 27-Fig. 28 is the structural diagram of the column base of this structure. The column base 7 is a column pier with column base flanges up and down, surrounded by column base connectors 7-1 with bolt holes. The parts are joined together by welding. The column 8 and the column cover are connected together by welding. Connect the column cover plate, column base flange and beam together with bolts.

Fig. 31-Fig. 32 are structural composition of prestressed member, wide beam and narrow beam. Wide beams and narrow beams have the same structure, both are truss beams. Among them, the upper and lower chords and webs of the truss beams are all channel steel, and the webs and chords form an angle of 30°-60°. At least three connecting channel steels 10 with bolt holes are arranged between the upper and lower chords of each truss beam, and a rectangular end sealing plate 14 with bolt holes is provided at both ends of the truss beam. The upper and lower chords, webs, connecting channel steel and end sealing plates of the truss beams are all welded.

The above is a typical embodiment of the present invention, and the practice of the present invention is not limited thereto.

Claims (1)

1. many, the high-rise steel structure prestressing force eccentrical braces of industrialization assembling comprises main body grillage (1) and the pillar system that is comprised of pillar and post cover plate, prestressing force supporting member (2); The main body grillage comprises: basic grillage and floor (15);

Described main body grillage (1) is made of the elementary cell that A, B, three kinds of basic grillages of C form, and wherein A basis grillage is the basic grillage of edge, and B, C two foundation slabs are the grillage in centre position, and B, C basis grillage alternately connects;

In three kinds of basic grillages, the beam with other adjacent one side of basic grillage is not wide beam (3); Be narrow beam (4) with the beam on other adjacent one side of basic grillage; The deck-siding of narrow beam is half of wide beam deck-siding, and the deck-siding of wide beam is less than or equal to the width of column base flange; Wide beam, the structure of narrow beam is identical, all is girder truss; Wherein the top-bottom chord of girder truss, web member are channel-section steel, and web member becomes the angle of 30 degree-60 degree with chord member; At least be furnished with the connection channel-section steel (10) in 3 strap bolt holes between each girder truss top-bottom chord, respectively there is the end-plate of the rectangle in a strap bolt hole at the girder truss two ends; Be welding between the top-bottom chord of girder truss, web member, connection channel-section steel, the end-plate;

Orthogonal two beams in A, B, three kinds of basic grillages of C, along deck-molding and two stiffeners (12) by being welded to connect; Adjacent beam connects with bolt at the connection channel-section steel of two beam same positions side by side; In the basic grillage of band column base (7), column base is connected with bolt with adjacent beam;

A basis grillage is basis, the outside grillage of main body grillage (1), the basic grillage of the rectangle that forms for wide beam (3) and narrow beam (4), the interposition of A grillage is equipped with two narrow beams (4) that link to each other side by side, and two narrow beams link together with the connection channel-section steel that bolt will be in two beam same positions; The outer long side of A basis grillage is arranged pillar (8) on one side; Pillar is not arranged on the long limit adjacent with other basic grillages on one side;

B basis grillage, C basis grillage is the basic grillage of two kinds of rectangles of intermediate form; Pillar (8) is not arranged on the narrow beam limit that wherein B basis grillage is adjacent with A basis grillage; Pillar (8) is arranged on the narrow beam limit adjacent with C basis grillage, forms node, and wherein intermediate node is node 6, and the node at two ends is node 5; Node 6 is T shape because the column base flange is wider than or equals the twice of narrow beam deck-siding, so narrow beam with after the center line of column base flange aligns, with regard to so that the column base protrusion is connected to the column base both sides, the width of half column base in long limit that is comprised of narrow beam; Node 5 is L shaped, and wherein column base and an orthogonal wide beam, a narrow beam link together with bolt, and one in wide beam and the column base flange in orthogonal two center lines is alignd; Narrow beam aligns with in two center lines another, because the deck-siding of narrow beam is less than or equal to column base flange width half, so column base also can protrude the width of half column base in long limit that is comprised of narrow beam; The column base that is B basis grillage node 5, node 6 places protrudes half column base of narrow beam that links to each other, and forms a projection;

Pillar is not all arranged on C basis grillage and B basis grillage, the two long limits that A basis grillage is adjacent, the node on the long limit that C basis grillage is adjacent with B basis grillage, and the centre position node is node 8, two ends are nodes 7; Node 8 is that four narrow beams form, wherein two narrow beam conllinear; Other two narrow beams are positioned at grillage centre position, C basis, side by side connection and vertical with the narrow beam of conllinear; The narrow beam of two conllinear respectively with the non-conterminous long limit vertical alignment of narrow beam side by side; Node 7 is that an orthogonal narrow beam and a wide beam form; Long limit, the inboard of narrow beam and wide beam vertical alignment; Be that C basis grillage node 8, node 7 all form groove, so that the projection of node 8 grooves and B basis grillage node 5 matches, the projection of node 7 grooves and the basic grillage node 6 of B matches;

Column base (7) for up and down with the column base flange, all around by the stub of the column base connector (7-1) in strap bolt hole parcel; Each parts is by being welded together; Pillar (8) and post cover plate are by being welded together; Post cover plate, column base flange, beam are linked together with bolt;

Floor (15) cast is to form integral body with basic grillage on A, B, the C basis grillage;

Its way of realization of prestressing force supporting member (2) is herringbone accentric support or diagonal angle accentric support.

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