CN214461166U

CN214461166U - Assembled steel structure system

Info

Publication number: CN214461166U
Application number: CN202023201684.1U
Authority: CN
Inventors: 邵耀星
Original assignee: Taixing Yike New Material Technology Co ltd
Current assignee: Taixing Yike New Material Technology Co ltd
Priority date: 2020-12-25
Filing date: 2020-12-25
Publication date: 2021-10-22
Anticipated expiration: 2030-12-25

Abstract

The utility model belongs to the technical field of roofing system's technique and specifically relates to an assembled steel structure system is related to, including many stands, the level sets up the roofing girder between two adjacent stands, many sloping and connect the sloping and correspond the stand, a plurality of coupling assembling of girder, every coupling assembling all includes the fixed block, the joint piece and the connecting plate of vertical setting in the fixed block upper end of setting at the fixed block three-terminal, the inserting groove has been seted up on the terminal surface of every stand upper end, the fixed slot has all been seted up on the terminal surface of every girder both ends, three joint pieces of every connecting piece are inserted respectively and are established in corresponding inserting groove and fixed slot, every connecting plate all inserts and locates corresponding in the sloping, the stand, the girder, all be connected through the fastener between sloping and the joint piece. This application can improve the installation effectiveness of steel structure system for building, and makes whole steel structure system structure firm.

Description

Assembled steel structure system

Technical Field

The application relates to the technical field of roofing systems, in particular to an assembly type steel structure system.

Background

The prefabricated building is a building which is formed by transferring a large amount of field operation work in the traditional construction mode to a factory, processing and manufacturing building components and accessories in the factory, transporting the building components and accessories to a building construction site, and assembling and installing the building components and accessories on the site in a reliable connection mode, and mainly comprises a prefabricated concrete structure, a steel structure, a modern wood structure building and the like.

At present, the steel structure for building on the market often adopts modes such as welding, spiro union to fix when connecting, and fixed steel construction is not firm enough like this, and at first need manually assemble the position when the installation, fixes again, needs many people to cooperate usually just can accomplish.

SUMMERY OF THE UTILITY MODEL

In order to improve the installation effectiveness of steel structural system for building, and make whole steel structural system structure firm, this application provides an assembled steel structural system.

The application provides an assembled steel structure system, adopts following technical scheme: comprises a plurality of upright posts, a roof main beam horizontally arranged between two adjacent upright posts, a plurality of oblique beams and a plurality of connecting components for connecting the oblique beams with the corresponding upright posts and the main beam, wherein one end of each oblique beam is connected with the corresponding upright post, the other end of each oblique beam is mutually connected through a fixing component, each connecting component comprises a fixing block, the connecting plate of setting at the joint piece of fixed block three-terminal and vertical setting on the fixed block, every seted up the inserting groove on the stand upper end terminal surface, every the fixed slot has all been seted up on the girder both ends terminal surface, every three joint pieces of coupling assembling insert respectively and establish in corresponding inserting groove, fixed slot, every the spread groove has been seted up on the sloping is close to fixed block one end lower extreme terminal surface, every the connecting plate all inserts and establishes in corresponding spread groove, all be connected through the fastener between stand, girder, sloping and the joint piece.

Through adopting above-mentioned technical scheme, when carrying out steel construction installation, at first insert the joint piece and establish the fixed slot that corresponds, the inserting groove is interior, the connecting plate is inserted and is established and correspond the spread groove, rethread fastener is fixed, make things convenient for the workman to transport the steel pipe to the job site and install, the transportation of being convenient for, steel frame assembled earlier adopts fastener fixed connection again, simplify the installation steps, and the stand, girder and sloping and joint piece support tight connection through the fastener, make whole steel construction system connect more firmly.

Preferably, the lower end of each connecting plate is provided with a flanging, and each flanging is fixedly connected with the corresponding fixed block.

Through adopting above-mentioned technical scheme, set up the turn-ups at the connecting plate lower extreme for every connecting plate is connected more firmly with corresponding between the fixed block, makes steel framework more firm.

Preferably, the fixing assembly comprises a fixing plate, an installation block, a plurality of vertical plates vertically arranged on the fixing plate and a plurality of fixing bolts, a clamping groove is formed in each side of the installation block, each oblique beam is close to one end of each oblique beam and is clamped in the corresponding clamping groove, an opening is formed in the end face of each oblique beam close to one end of each oblique beam, each vertical plate is inserted in the opening of the corresponding oblique beam, and the fixing bolts penetrate through the fixing plate and are connected with the installation block in a supporting and tightening mode.

Through adopting above-mentioned technical scheme, when installing whole steel framework, all assemble fixedly through coupling assembling between stand, girder, the sloping is kept away from stand one end through pegging graft the tip in the joint inslot, inserts the riser again and locates corresponding in the opening, locks fixed plate and installation piece through fixing bolt at last, assembles earlier fixed again, and the installation is simple, and steel framework structure stabilizes.

Preferably, every all be provided with many tie-beams on the sloping, every the tie-beam all inclines to set up, every the tie-beam is kept away from the one end that corresponds the sloping and is connected with a relative girder respectively.

Through adopting above-mentioned technical scheme, set up the tie-beam between sloping and girder, further make whole steel frame architecture more firm.

Preferably, every the tie-beam all is connected through the retaining member between with corresponding the girder, every the retaining member all includes locking plate and locking bolt, every the equal vertical setting of locking plate is on corresponding the girder, every the tie-beam has seted up the locking groove on being close to girder one end lower extreme face, every the locking plate is kept away from girder one end and has all been inserted and establish in the locking groove that corresponds the tie-beam, and every locking bolt all passes and corresponds the tie-beam and correspond the locking plate and support tightly.

Through adopting above-mentioned technical scheme, when fixed connection roof beam and girder, at first insert the locking board in the locking groove for the position relatively fixed between connection roof beam and the girder, all assemble the back, rethread locking bolt is fixed between with connection roof beam and the corresponding girder, makes the installation procedure simplify, improves the installation effectiveness, and saves the labour.

Preferably, per two are close to each other all connect, every through the installed part between tie-beam and the corresponding sloping, the installed part all includes a mounting panel, two limiting plates and a plurality of construction bolt, two the limiting plate one end is equallyd divide and is do not set up at the relative both ends of corresponding mounting panel homonymy, sets up the polylith in same root sloping below the mounting panel all sets up along the length direction interval that corresponds the sloping, every the tie-beam has all seted up the spacing groove on being close to girder one end lower extreme face, every the mounting panel one end is kept away from to the limiting plate and all is inserted and establish and correspond the spacing inslot, every construction bolt one end all passes corresponding mounting panel and corresponds sloping fixed connection.

Through adopting above-mentioned technical scheme, when installation tie-beam and sloping, with the limiting plate assign in corresponding the spacing groove, again with through construction bolt fixed connection between fixed plate and the sloping for be connected for dismantling between sloping and the tie-beam, be convenient for transportation and field installation.

Preferably, the lower end of each upright post is provided with a coaming, and the lower end of each upright post is arranged in the middle of the coaming.

Through adopting above-mentioned technical scheme, all set up the bounding wall at every stand lower extreme for when using, further make whole steel structural framework place subaerial more steadily, and when the installation was used, the accessible wore through establishing the bolt at the bounding wall edge and fixes, is convenient for install and use.

Preferably, each mounting channel is formed in the upper end face of each enclosing plate and penetrates through the corresponding enclosing plate along the height direction of the enclosing plate.

Through adopting above-mentioned technical scheme, set up the installation passageway on the bounding wall, be convenient for more fix the bounding wall subaerial through wearing to establish parts such as bolt, stock to further improve whole steel construction system's stability, and convenient to detach moves, recycles.

To sum up, the application comprises the following beneficial technical effects:

when the steel structure is installed, the clamping blocks are inserted into the corresponding fixing grooves, the inserting grooves are formed in the connecting plates, the connecting plates are inserted into the corresponding connecting grooves, the connecting plates are fixed through the fasteners, the ends of the inclined beams, which are far away from the stand columns, are inserted into the clamping grooves, the vertical plates are inserted into the corresponding openings, the fixing plates and the installing blocks are locked through the fixing bolts, the inclined beams are assembled and fixed, workers can conveniently transport the steel pipes to a construction site for installation, the steel structure frame structure is stable, the stand columns, the main beams and the inclined beams are connected with the clamping blocks in a propping and fastening mode through the fasteners, and the whole steel structure system is connected more stably;

the connecting beam is arranged between the oblique beam and the main beam, so that the structure of the whole steel structure frame system is further more stable, and the two ends of the connecting beam are detachably connected with the oblique beam and the main beam, so that the installation on site is facilitated;

when installing tie-beam and sloping, with the limiting plate assign in corresponding the spacing groove, again with through construction bolt fixed connection between fixed plate and the sloping for be connected for dismantling between sloping and the tie-beam, be convenient for transportation and field installation.

Drawings

FIG. 1 is a schematic diagram of the overall structure in the embodiment of the present application;

FIG. 2 is a schematic structural view of a connecting assembly in an embodiment of the present application;

FIG. 3 is a schematic structural view of a fixing assembly in an embodiment of the present application;

FIG. 4 is a schematic structural diagram of a connection part of an oblique beam and a connecting beam in the embodiment of the application;

fig. 5 is a schematic structural diagram of a side where four oblique beams are close to each other in the embodiment of the present application.

Reference numerals: 1. a column; 11. inserting grooves; 2. a main beam; 21. fixing grooves; 3. an oblique beam; 31. connecting grooves; 32. an opening; 4. a connecting assembly; 41. a fixed block; 42. a clamping block; 43. a connecting plate; 431. flanging; 5. a fastener; 6. a fixing assembly; 61. a fixing plate; 62. a vertical plate; 63. fixing the bolt; 64. mounting blocks; 641. a clamping groove; 7. a connecting beam; 71. a locking groove; 72. a limiting groove; 8. a locking member; 81. a locking plate; 82. locking the bolt; 9. a mounting member; 91. mounting a plate; 92. a limiting plate; 93. installing a bolt; 10. enclosing plates; 101. and (6) installing a channel.

Detailed Description

The present application is described in further detail below with reference to figures 1-5.

The embodiment of the application discloses a fabricated steel structure system. As shown in fig. 1 and 2, the roof main beam comprises four upright posts 1, a roof main beam 2 horizontally installed between two adjacent upright posts 1, four oblique beams 3, four connecting assemblies 4 connecting the oblique beams 3 with the corresponding upright posts 1 and the main beam 2, the upright posts 1, the main beam 2 and the oblique beams 3 are metal square bars, each connecting assembly 4 comprises a fixed block 41, clamping blocks 42 installed at three ends of the fixed block 41, and a connecting plate 43 vertically installed at the upper end of the fixed block 41, a flanging 431 is installed at one end of each connecting plate 43, one end of the connecting plate 43 provided with the flanging 431 is fixedly connected with the upper end of the fixed block 41, the flanging 431 enables the connection between each connecting plate 43 and the corresponding fixed block 41 to be more stable, an inserting groove 11 is formed on the upper end face of each upright post 1, a fixing groove 21 is formed on the end face of two ends of each main beam 2, three clamping blocks 42 of each connecting assembly 4 are respectively inserted into the corresponding inserting grooves 11, In the fixed slot 21, the spread groove 31 has been seted up on every sloping 3 is close to fixed block 41 one end lower extreme face, and every connecting plate 43 is kept away from turn-ups 431 one end and is all inserted and establish in corresponding spread groove 31, and all is connected through fastener 5 between stand 1, girder 2, sloping 3 and the joint piece 42, and every fastener 5 one end all passes and corresponds stand 1, girder 2, 3 a side of sloping and correspond joint piece 42 and support tightly.

As shown in fig. 3 and 4, one ends of the four oblique beams 3, which are far away from the vertical column 1, are connected through a fixing assembly 6, and the fixing assembly 6 includes a fixing plate 61, a mounting block 64, four vertical plates 62 vertically mounted at four ends on the same side of the fixing plate 61, and two fixing bolts 63. All seted up joint groove 641 on four sides of installation piece 64, every sloping 3 keeps away from the equal joint of 1 one end of stand in corresponding joint groove 641, every sloping 3 is close to one end each other and all has seted up opening 32 on the terminal surface down, every riser 62 is kept away from fixed plate 61 one end and all is inserted and establish in the opening 32 that corresponds sloping 3, and two fixing bolt 63 one end all pass fixed plate 61 and support tightly with installation piece 64 and be connected.

When carrying out steel structure installation, at first insert the joint piece 42 and establish into corresponding fixed slot 21, in the inserting groove 11, connecting plate 43 is inserted and is established and correspond the spread groove 31, it is fixed to rethread fastener 5, 1 one end of stand is kept away from to the sloping 3 is through pegging graft the tip in joint groove 641, insert the riser 62 again and locate corresponding opening 32 in, lock fixed plate 61 and installation piece 64 through fixing bolt 63 at last, it is fixed again to assemble earlier, make things convenient for the workman to transport the steel pipe to the job site and install, and steel frame structure is firm, and stand 1, girder 2 and sloping 3 support tight the connection through fastener 5 with joint piece 42, make whole steel structure system connect more firm.

All install many tie-beams 7 on every sloping 3, every tie-beam 7 all inclines to set up, and every tie-beam 7 keeps away from the one end that corresponds sloping 3 and passes through retaining member 8 with a relative girder 2 respectively and be connected. Every retaining member 8 all includes locking plate 81 and locking bolt 82, and every locking plate 81 is equal vertically to be installed on corresponding girder 2, and every tie-beam 7 has been close to and has been seted up locking groove 71 on the terminal surface under the girder 2 one end, and every locking plate 81 is kept away from girder 2 one end and all is inserted and establish in the locking groove 71 that corresponds tie-beam 7, and every locking bolt 82 all passes and corresponds tie-beam 7 and correspond locking plate 81 and support tightly.

Installing tie-beam 7 between sloping 3 and girder 2, further making whole steel frame system structure more firm, and during fixed connection roof beam 7 and girder 2, at first insert locking plate 81 in locking groove 71 for the position is relatively fixed between tie-beam 7 and the girder 2, all after assembling, rethread locking bolt 82 is fixed between tie-beam 7 and the corresponding girder 2, make the installation step simplify, improve the installation effectiveness, and save the labour.

As shown in fig. 2, 5, every two tie-beam 7 that are close to each other all are connected through installed part 9 between corresponding sloping 3 with corresponding to the sloping, every installed part 9 all includes a mounting panel 91, two limiting plates 92 and two construction bolts 93, two limiting plate 92 one ends are equallyd divide and are do not installed at the relative both ends of corresponding mounting panel 91 homonymy, install and all set up along the length direction interval that corresponds sloping 3 at polylith mounting panel 91 of 3 lower extremes of same root sloping, spacing groove 72 has all been seted up on the terminal surface under every tie-beam 7 is close to sloping 3 one end, every limiting plate 92 is kept away from mounting panel 91 one end and is all inserted and establish corresponding spacing groove 72, every construction bolt 93 one end all passes and corresponds mounting panel 91 and corresponds sloping 3 fixed connection.

When installing tie-beam 7 and sloping 3, with limiting plate 92 assign insert corresponding spacing groove 72, again with through construction bolt 93 fixed connection between fixed plate 61 and the sloping 3 for be connected for dismantling between sloping 3 and the tie-beam 7, be convenient for transportation and field installation.

Coaming 10 is all installed to every stand 1 lower extreme, and every stand 1 lower extreme is equal vertically to be installed at coaming 10 middle part, and has all seted up two installation passageway 101 on every coaming 10 up end, and every installation passageway 101 all runs through corresponding coaming 10 along coaming 10 direction of height.

All install bounding wall 10 at every stand 1 lower extreme, when using, the bounding wall 10 is placed subaerial, further makes whole steel structural framework can place subaerial more steadily, sets up installation passageway 101 on bounding wall 10, is convenient for more fix bounding wall 10 subaerial through wearing to establish parts such as bolt, stock to further improve whole steel structural system's stability, and convenient to detach moves, recycles.

The implementation principle of the assembled steel structure system in the embodiment of the application is as follows:

when steel structure installation is carried out, firstly, the clamping block 42 is inserted into the corresponding fixing groove 21, the inserting groove 11 is formed, the connecting plate 43 is inserted into the corresponding connecting groove 31, the fixing is carried out through the fastener 5, one end, far away from the upright post 1, of the oblique beam 3 is inserted into the clamping groove 641 through the end part, the vertical plate 62 is inserted into the corresponding opening 32, finally, the fixing plate 61 and the mounting block 64 are locked through the fixing bolt 63, the locking plate 81 is inserted into the locking groove 71 at the lower end of the connecting beam 7, the connecting beam 7 is tightly abutted to the corresponding locking plate 81 through the locking bolt 82, the position fixing is realized through the insertion of the limiting plate 92 into the corresponding limiting groove 72 when the connecting beam 7 and the oblique beam 3 are installed, then, the fixing plate 61 is fixedly connected with the oblique beam 3 through the mounting bolt 93, the oblique beam 3 is fixedly connected with the connecting beam 7, and final assembly is completed.

The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.

Claims

1. An assembled steel structural system, characterized in that: including many stands (1), roof girder (2) that the level set up between two adjacent stands (1), many sloping (3) and connect sloping (3) and correspond a plurality of coupling assembling (4) of stand (1), girder (2), every sloping (3) one end is connected with corresponding stand (1), every sloping (3) other end passes through fixed subassembly (6) interconnect, every coupling assembling (4) all include fixed block (41), set up joint piece (42) at fixed block (41) three-terminal and vertical setting connecting plate (43) in fixed block (41) upper end, every inserting groove (11) have been seted up on stand (1) upper end terminal surface, every fixed slot (21) have all been seted up on girder (2) both ends terminal surface, every three blocks (42) of coupling assembling (4) are inserted respectively and are established corresponding inserting groove (11), In fixed slot (21), every spread groove (31), every seted up on the terminal surface under oblique beam (3) is close to fixed block (41) one end spread groove (31), every connecting plate (43) all insert and establish in corresponding spread groove (31), all be connected through fastener (5) between stand (1), girder (2), oblique beam (3) and joint piece (42).

2. A fabricated steel structural system according to claim 1, wherein: the lower end of each connecting plate (43) is provided with a flanging (431), and each flanging (431) is fixedly connected with the corresponding fixed block (41).

3. A fabricated steel structural system according to claim 1, wherein: fixed subassembly (6) are including fixed plate (61), installation piece (64), vertical polylith riser (62) and a plurality of fixing bolt (63) of setting on fixed plate (61), joint groove (641) have all been seted up to installation piece (64) every side, every sloping (3) are close to the equal joint of one end each other in corresponding joint groove (641), every opening (32) have all been seted up on the terminal surface under sloping (3) are close to one end each other, every riser (62) all insert and establish in opening (32) that correspond sloping (3), and are a plurality of fixing bolt (63) pass fixed plate (61) and support tightly with installation piece (64) and be connected.

4. A fabricated steel structural system according to claim 1, wherein: every all be provided with many tie-beams (7) on sloping (3), every tie-beam (7) all incline the setting, every tie-beam (7) are kept away from the one end that corresponds sloping (3) and are connected with a relative girder (2) respectively.

5. An assembled steel structural system according to claim 4, wherein: every tie-beam (7) and correspond and all connect, every through retaining member (8) between girder (2) retaining member (8) all include locking plate (81) and locking bolt (82), every the equal vertical setting of locking plate (81) is on corresponding girder (2), every locking groove (71) have been seted up on the terminal surface under tie-beam (7) is close to girder (2) one end every locking plate (81) are kept away from girder (2) one end and are all inserted and establish in locking groove (71) of corresponding tie-beam (7), and every locking bolt (82) all pass and correspond tie-beam (7) and correspond locking plate (81) and support tightly.

6. An assembled steel structural system according to claim 5, wherein: every two tie-beam (7) that are close to each other all are connected through installed part (9) with between corresponding sloping (3), every installed part (9) all include a mounting panel (91), two limiting plates (92) and a plurality of construction bolt (93), two limiting plate (92) one end is equallyd divide and is set up respectively in corresponding mounting panel (91) homonymy relative both ends, the polylith that sets up in same root sloping (3) below the mounting panel (91) all sets up along the length direction interval of corresponding sloping (3), every connecting beam (7) are close to and all have seted up spacing groove (72) on the terminal surface under oblique roof beam (3) one end, every mounting panel (91) one end is kept away from in limiting plate (92) all inserts and establish in corresponding spacing groove (72), every mounting bolt (93) one end all passes corresponding mounting panel (91) and corresponds oblique roof beam (3) fixed connection.

7. A fabricated steel structural system according to claim 1, wherein: every stand (1) lower extreme all is provided with bounding wall (10), every stand (1) lower extreme all sets up in bounding wall (10) middle part.

8. An assembled steel structural system according to claim 7, wherein: every installation passageway (101) have all been seted up on bounding wall (10) up end, every installation passageway (101) all run through corresponding bounding wall (10) along bounding wall (10) direction of height.