CN212405513U

CN212405513U - Assembled light steel building butt-joint structural

Info

Publication number: CN212405513U
Application number: CN202020698616.1U
Authority: CN
Inventors: 薛鹏
Original assignee: Individual
Current assignee: Individual
Priority date: 2020-04-30
Filing date: 2020-04-30
Publication date: 2021-01-26
Anticipated expiration: 2030-04-30

Abstract

An assembled light steel building butt joint structure relates to the technical field of light steel buildings. It contains top nose girder, end nose girder, alternates crossbeam, counter bore, stand down, top nose girder, end nose girder, the side of alternating the crossbeam on all be provided with down the counter bore, top nose girder and end nose girder between be provided with the stand, the one end of stand be connected with top nose girder through counter bore down, the other end of stand be connected with end nose girder through counter bore down, the stand with top nose girder, end nose girder become perpendicular to be connected the setting, the crossbeam that alternates have two to set up the both sides limit central point at the stand through counter bore down and put, two crossbeams that alternate set up for relative level, top nose girder and end nose girder, two liang parallel to each other of crossbeam that alternate. With this utility model a light steel building butt-joint structural of assembled possesses advantages such as the assembly of being convenient for, and each part has add the equal thickness intensity of strengthening rib stronger simultaneously, and the efficiency is higher during the assembly, has great market spreading value.

Description

Assembled light steel building butt-joint structural

Technical Field

The utility model relates to a light steel building technical field, concretely relates to assembled light steel building butt joint structure.

Background

Light steel construction is a young and extremely vital steel structure system, and has been widely applied to the fields of general construction sites, agriculture, commerce and service buildings, such as office buildings, warehouses, stadiums, entertainment, tourist buildings, low-rise residential buildings and the like.

The light steel section steel structure building has the characteristics of light weight, high strength, good integral rigidity, strong deformability and the like, the self weight of the building is only one fifth of that of a brick-concrete structure, and the building can resist hurricane of 70 meters per second, so that the life property and the capacity are effectively protected.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to prior art's defect and not enough, provide a light steel building butt-joint structural of assembled to current light steel building structure on the present market that proposes in solving above-mentioned background art has the shortcoming of the assembly of being not convenient for, when the assembly, can't get up each part rapid Assembly, leads to the efficiency step-down of assembly, has wasted manpower and material resources scheduling problem, the utility model discloses possess advantages such as the assembly of being convenient for, each part has add the equal thickness intensity of strengthening rib stronger simultaneously, and the efficiency is higher during the assembly, and reduce cost has great market spreading value.

In order to achieve the above purpose, the utility model adopts the following technical scheme: it contains top nose girder, end nose girder, alternates crossbeam, counter bore, stand down, top nose girder, end nose girder, the side of alternating the crossbeam on all be provided with down the counter bore, top nose girder and end nose girder between be provided with the stand, the one end of stand be connected with top nose girder through counter bore down, the other end of stand be connected with end nose girder through counter bore down, the stand with top nose girder, end nose girder become perpendicular to be connected the setting, the crossbeam that alternates have two to set up the both sides limit central point at the stand through counter bore down and put, two crossbeams that alternate set up for relative level, top nose girder and end nose girder, two liang parallel to each other of crossbeam that alternate.

The stand contain first stand, second stand, third stand, fourth stand, fifth stand, sixth stand, seventh stand, first stand and seventh stand set up respectively at the leftmost side and the rightmost side of interlude crossbeam, two interlude crossbeams between be connected with first crossbeam and second crossbeam, first crossbeam setting in the middle of sixth stand and seventh stand, the second crossbeam setting in the middle of first stand and second stand, two interlude crossbeams and first crossbeam, second crossbeam be integrated into one piece, second stand, third stand, fourth stand, fifth stand, sixth stand all set up side by side between first crossbeam and second crossbeam in proper order.

The middle of the top guide beam and the bottom guide beam is provided with two first reinforcing ribs, four vertical corners of the head of the top guide beam and the head of the bottom guide beam are provided with vertical edge protection angles, and two transverse edge protection angles are arranged between the vertical edge protection angles on the same side.

The stand on be provided with the water electroporation, the water electroporation both sides be provided with the second strengthening rib, the side of second strengthening rib and stand between the upper and middle and lower interval certain distance have set gradually the third strengthening rib, the upper and lower end of second strengthening rib, third strengthening rib all be provided with the chamfer with the junction of the first strengthening rib bellying on top nose roof beam, the end nose roof beam respectively.

The utility model discloses a theory of operation: the utility model provides an assembled light steel building butt-joint structural, the stand is through counter bore and top nose girder down, the end nose girder becomes perpendicular connection setting, it has two to set up the both sides limit central point at the stand through counter bore down to alternate the crossbeam, top nose girder and end nose girder, it is two liang parallel to each other to alternate the crossbeam, it is all sinking usually along with the not section increase of heavy burden after to accomplish in the light steel structure installation, the stand in the past sinks to have the slip aversion usually on the crossbeam, it is not the perpendicular to crossbeam often to appear the stand, will greatly reduced bearing capacity like this, the potential safety hazard can also appear sometimes, this kind of result stand both ends all have the chamfer now, the chamfer is triangle-shaped, sink the back chamfer just block on the strengthening rib arch of crossbeam, so that the possibility of aversion just can not appear.

After the technical scheme is adopted, the utility model discloses beneficial effect does: the utility model relates to an assembled light steel building butt-joint structure, which solves the problems that the existing light steel building structure on the market is inconvenient to assemble, the components can not be quickly combined during assembly, the assembly efficiency is lowered, the manpower and material resources are wasted, and the like, the utility model adds water and electricity perforation in the upright post, thereby facilitating the later period water pipe or electric wire threading, not destroying the reinforcing rib, not affecting the strength, arranging a plurality of lower counter bores on the cross beam and the upright post, the back of each lower counter bore is a sinking bulge, the spacing distance of the lower counter bores of the top guide beam is the same as the sinking hole distance between two adjacent upright posts, thus, the sinking bulges on the top guide beam and the bottom guide beam are just clamped in the counter bores under the adjacent arranged upright posts, and then a worker can directly install fastening screws in the holes, therefore, the time consumed by workers for aligning the holes in construction is greatly reduced, the method has the advantages of convenience in assembly and the like, all parts are added with the reinforcing ribs, the strength is higher in the same thickness, the efficiency is higher in assembly, the cost is reduced, and the method has a large market popularization value.

Drawings

In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings needed to be used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without inventive exercise.

Fig. 1 is a schematic structural diagram of the present invention;

fig. 2 is a left side schematic view of the present invention;

fig. 3 is a schematic structural view of the top guide beam 1 and the bottom guide beam 2 of the present invention;

fig. 4 is a front schematic view of the first reinforcing rib 11 of the top guide beam 1 and the bottom guide beam 2 of the present invention.

Description of reference numerals: the water-power-driven combined type vertical beam comprises a top guide beam 1, a bottom guide beam 2, an inserting crossbeam 3, a sunken hole 4, an upright post 5, a first upright post 51, a second upright post 52, a third upright post 53, a fourth upright post 54, a fifth upright post 55, a sixth upright post 56, a seventh upright post 57, a first crossbeam 31, a second crossbeam 32, a first reinforcing rib 11, a vertical edge protective angle 6, a transverse edge protective angle 7, a water-power perforation 5-1, a second reinforcing rib 5-2, a third reinforcing rib 5-3 and a chamfer 5-4.

Detailed Description

Referring to fig. 1 to 4, the technical solution adopted by the present embodiment is: it contains top nose girder 1, end nose girder 2, alternates crossbeam 3, lower sinkhole 4, stand 5, top nose girder 1, end nose girder 2, the side of alternating crossbeam 3 on all be provided with down counter bore 4, top nose girder 1 and end nose girder 2 between be provided with stand 5, stand 5 one end be connected with top nose girder 1 through counter bore 4 down, stand 5 the other end be connected with end nose girder 2 through counter bore 4 down, stand 5 with top nose girder 1, end nose girder 2 become perpendicular connection and set up, alternate crossbeam 3 have two and set up the both sides limit central point at stand 5 through counter bore 4 down and put, two cross girders 3 that alternate set up for relative level, top nose girder 1 and end nose girder 2, alternate crossbeam 3 two liang parallel each other.

Further, the column 5 includes a first column 51, a second column 52, a third column 53, a fourth column 54, a fifth column 55, a sixth column 56, and a seventh column 57, the first column 5 and the seventh column 57 are respectively disposed at the leftmost side and the rightmost side of the penetrating beam 3, the two penetrating beams 3 are connected with a first beam 31 and a second beam 32 therebetween, the first beam 31 is disposed between the sixth column 56 and the seventh column 57, the second beam 32 is disposed between the first column 51 and the second column 52, the two penetrating beams 3 are integrally formed with the first beam 31 and the second beam 32, and the second column 52, the third column 53, the fourth column 54, the fifth column 55, and the sixth column 56 are sequentially disposed between the first beam 31 and the second beam 32 side by side.

Furthermore, two first reinforcing ribs 11 are arranged between the top guide beam 1 and the bottom guide beam 2, vertical edge protection angles 6 are arranged at four vertical angle positions of the head of the top guide beam 1 and the head of the bottom guide beam 2, and two transverse edge protection angles 7 are arranged between the vertical edge protection angles 6 on the same side.

Furthermore, the upright post 5 is provided with the water and electricity perforation 5-1, the water and electricity perforation 5-1 facilitates later-stage water penetrating pipes or electric wires, reinforcing ribs are not damaged, and the strength is not affected, the two sides of the water and electricity perforation 5-1 are provided with the second reinforcing ribs 5-2, the third reinforcing ribs 5-3 are sequentially arranged between the second reinforcing ribs 5-2 and the side edge of the upright post 5 at certain intervals from top to bottom, and the upper ends and the lower ends of the second reinforcing ribs 5-2 and the third reinforcing ribs 5-3 are respectively provided with chamfers 5-4 at the joints with the convex surfaces of the first reinforcing ribs 11 on the top guide beam 1 and the bottom guide beam 2.

The above description is only for the purpose of illustrating the technical solutions of the present invention and not for the purpose of limiting the same, and other modifications or equivalent replacements made by those of ordinary skill in the art to the technical solutions of the present invention should be covered within the scope of the claims of the present invention as long as they do not depart from the spirit and scope of the technical solutions of the present invention.

Claims

1. The utility model provides a light steel building butt joint structure of assembled which characterized in that: it contains top nose girder (1), end nose girder (2), alternates crossbeam (3), counter bore (4), stand (5) down, top nose girder (1), end nose girder (2), the side of alternating crossbeam (3) on all be provided with down counter bore (4), top nose girder (1) and end nose girder (2) between be provided with stand (5), the one end of stand (5) be connected with top nose girder (1) through counter bore (4) down, the other end of stand (5) be connected with end nose girder (2) through counter bore (4) down, stand (5) with top nose girder (1), end nose girder (2) become to be connected perpendicularly and set up, alternate crossbeam (3) have two to set up the both sides limit central point that is in stand (5) through counter bore (4) down and put, two alternate crossbeam (3) set up for relative level, top nose girder (1) with end nose girder (2), The penetrating crossbeams (3) are parallel to each other two by two.

2. The fabricated light steel building butt joint structure of claim 1, wherein: stand (5) contain first stand (51), second stand (52), third stand (53), fourth stand (54), fifth stand (55), sixth stand (56), seventh stand (57), first stand (5) and seventh stand (57) set up respectively at the leftmost side and the rightmost side of interlude crossbeam (3), two interlude crossbeams (3) between be connected with first crossbeam (31) and second crossbeam (32), first crossbeam (31) set up in the middle of sixth stand (56) and seventh stand (57), second crossbeam (32) set up in the middle of first stand (51) and second stand (52), two interlude crossbeams (3) and first crossbeam (31), second crossbeam (32) be integrated into one piece, second stand (52), third stand (53), fourth stand (54), The fifth upright column (55) and the sixth upright column (56) are sequentially arranged between the first cross beam (31) and the second cross beam (32) side by side.

3. The fabricated light steel building butt joint structure of claim 1, wherein: the top nose girder (1) and end nose girder (2) in the middle of be provided with two first strengthening ribs (11), four perpendicular angle departments of top nose girder (1) and end nose girder (2) head all be provided with perpendicular limit protection angle (6), the same side erect and be provided with two horizontal limit protection angle (7) between limit protection angle (6).

4. The fabricated light steel building butt joint structure of claim 1, wherein: the upright post (5) is provided with a water electroporation hole (5-1), two sides of the water electroporation hole (5-1) are provided with second reinforcing ribs (5-2), the side edges of the second reinforcing ribs (5-2) and the upright post (5) are sequentially provided with third reinforcing ribs (5-3) at certain intervals from top to bottom, and the upper ends and the lower ends of the second reinforcing ribs (5-2) and the third reinforcing ribs (5-3) are respectively provided with chamfers (5-4) at the joints of the protruding surfaces of the first reinforcing ribs (11) on the top guide beam (1) and the bottom guide beam (2).