CN212583002U - Angle steel welded structure for assembly type structure - Google Patents
Angle steel welded structure for assembly type structure Download PDFInfo
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- CN212583002U CN212583002U CN202020634167.4U CN202020634167U CN212583002U CN 212583002 U CN212583002 U CN 212583002U CN 202020634167 U CN202020634167 U CN 202020634167U CN 212583002 U CN212583002 U CN 212583002U
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Abstract
The utility model discloses an angle steel welded structure for assembly type building, including steel sheet wall, building carrier plate, bear plate, locking bolt and assembly lath, install the building carrier plate on the outer wall of steel sheet wall one side, and all be equipped with the assembly lath on the steel sheet wall outer wall at building carrier plate both ends, the one end of assembly lath and the outer wall fixed connection of building carrier plate to the assembly lath is kept away from and is equipped with two sets of locking bolt on the outer wall of steel sheet wall one side, and the one end of locking bolt runs through the assembly lath and with the outer wall threaded connection of steel sheet wall, all be equipped with fastening structure on the steel sheet wall outer wall of assembly lath both sides, and the steel sheet wall is kept away from and is equipped with the. The utility model discloses not only reduced the not hard up phenomenon of building carrier plate appearance when angle steel welded structure uses, improved the stability when angle steel welded structure uses, improved the bearing performance of building carrier plate when angle steel welded structure uses moreover.
Description
Technical Field
The utility model relates to an assembly type structure technical field specifically is an angle steel welded structure for assembly type structure.
Background
The buildings assembled by prefabricated parts on the construction site are called fabricated buildings, and are divided into five types, namely block buildings, plate buildings, box buildings, framework plate buildings, lifting plate and rise buildings according to the forms and construction methods of prefabricated parts.
Angle steel welded structure on the market is various at present, but the functionality is comparatively single, still has certain problem, can't satisfy people's demand gradually, and concrete problem has following several:
(1) the firmness between the floor support plate part and the steel plate wall surface part of the existing angle steel welding structure is general, so that the phenomenon of looseness is easy to occur, and people are often troubled;
(2) the stress performance of the steel plate wall surface of the existing angle steel welding structure is general, so that the steel plate wall surface at the floor bearing plate part is easy to crack and the like, and the stability of the angle steel welding structure is further influenced;
(3) the existing angle steel welding structure is inconvenient to support the floor bearing plate, so that the bearing performance of the floor bearing plate is general and needs to be improved.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide an angle steel welded structure for assembly type building to the fastness that proposes angle steel welded structure in solving above-mentioned background art between building carrier plate position and the steel sheet wall position is general, the atress performance of steel sheet wall is general and be not convenient for carry out the problem of supporting the processing to the building carrier plate.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides an angle steel welded structure for assembly type building, includes steel sheet wall, building carrier plate, bears plate, locking bolt and assembly lath, install the building carrier plate on the outer wall of steel sheet wall one side, and all be equipped with the assembly lath on the steel sheet wall outer wall at building carrier plate both ends, the one end of assembly lath and the outer wall fixed connection of building carrier plate to the assembly lath is kept away from and is equipped with two sets of locking bolt on the outer wall of steel sheet wall one side, and the one end of locking bolt runs through the assembly lath and with the outer wall threaded connection of steel sheet wall, all be equipped with fastening structure on the steel sheet wall outer wall of assembly lath both sides, and the steel sheet wall is kept away from and is equipped with the atress structure on the outer wall.
Preferably, the inside of bearing structure is equipped with atress rib, atress plate body, connecting rib and the plate body of exerting oneself in proper order, one side that the floor carrier plate was kept away from to the steel sheet wall is equipped with the atress plate body, and is fixed with the plate body of exerting oneself on the outer wall that the steel sheet wall is close to atress plate body one side to support the atress to the atress rib and handle.
Preferably, the outer wall that the steel sheet wall one side was kept away from to the homodyne plate body has equidistant atress rib, and the one end that the homodyne plate body was kept away from to the atress rib and the outer wall fixed connection of atress plate body, and all weld on the steel sheet wall outer wall at homodyne plate body both ends has two sets of connecting rib, and the one end that the steel sheet wall was kept away from to the connecting rib and the outer wall fixed connection of atress plate body to the steel sheet wall carries out even atress.
Preferably, fastening structure's inside is equipped with angle steel fastener, first welding end and second welding end in proper order, all be equipped with the angle steel fastener on the steel sheet wall outer wall of assembly lath both sides, the one end of angle steel fastener is connected with the outer wall of building carrier plate, and is fixed with first welding end on the outer wall that the building carrier plate one side was kept away from to the angle steel fastener to the one end that first welding end was kept away from to the angle steel fastener is fixed with the second welding end, has improved the steadiness when steel sheet wall is connected with the building carrier plate.
Preferably, one side welding of building carrier plate bottom has last even board, and goes up even board below and bear the weight of the welding of plate top and link the board down to ladder type support piece carries out welding process with vertical reinforcing bar.
Preferably, the both sides on even board top all weld down have trapezoidal support piece, trapezoidal support piece's top and last bottom fixed connection who links the board, and the welding of even board top down between the adjacent trapezoidal support piece has longitudinal reinforcement, the top of longitudinal reinforcement and the bottom fixed connection who links the board on to support the processing to the building carrier plate.
Compared with the prior art, the beneficial effects of the utility model are that: the angle steel welding structure for the assembly type building not only reduces the phenomenon that the floor support plate is loosened when the angle steel welding structure is used, improves the stability when the angle steel welding structure is used, but also improves the bearing performance of the floor support plate when the angle steel welding structure is used;
(1) by arranging the angle steel fastener, the first welding end and the second welding end, the angle steel fastener is arranged at the contact position of the steel plate wall surfaces on the two sides of the assembly lath and the floor support plate, and the positions of the first welding end and the second welding end are welded on the outer walls of the steel plate wall surfaces and the floor support plate, so that the angle steel fastener is fixedly arranged at the connecting position of the steel plate wall surfaces and the floor support plate, the firmness of connection between the steel plate wall surfaces and the floor support plate is improved, and the phenomenon that the floor support plate is loosened when the angle steel welding structure is used is reduced;
(2) by arranging the stress ribs, the stress plate body, the connecting ribs and the force equalizing plate body, the stress plate body is fixedly arranged on the outer wall of the steel plate wall surface far away from one side of the floor bearing plate through the connecting ribs, meanwhile, the force equalizing plate body is fixedly arranged on the outer wall of the steel plate wall surface at the position of the stress plate body, and the stress ribs are welded on the outer walls of the force equalizing plate body and the stress plate body at equal intervals, so that two ends of the steel plate wall surface can perform stress treatment on the outer wall of the steel plate wall surface at the position of the floor bearing plate, the stress performance of the steel plate wall surface is more uniform, the phenomena of cracks and the like of the steel plate wall surface are reduced, and the stability of the angle;
(3) through being provided with even board, even board down, vertical reinforcing bar, bear plate and trapezoidal support piece, through even board and the top that links the board down with going up and set up respectively in the bottom of building carrier plate and bear the plate down, the both ends because of trapezoidal support piece are fixed in the bottom of even board and the top of linking the board down respectively, make it support the building carrier plate as the center with linking the board down with bearing the plate through going up, simultaneously fixed setting vertical reinforcing bar between two sets of trapezoidal support pieces, and weld the both ends of vertical reinforcing bar in the bottom of even board and the top of linking the board down on going up, so that further support the processing to the building carrier plate, thereby the bearing performance of building carrier plate when angle steel welded structure used has been improved.
Drawings
FIG. 1 is a schematic front view of the present invention;
FIG. 2 is an enlarged structural diagram of the stress structure of the present invention;
FIG. 3 is an enlarged schematic view of the fastening structure of the present invention;
fig. 4 is a schematic view of the top view structure of the present invention.
In the figure: 1. a steel plate wall surface; 2. a ladder support; 3. a stressed structure; 301. a stressed rib; 302. a stressed plate body; 303. connecting ribs; 304. a uniform force plate body; 4. a fastening structure; 401. an angle steel fastener; 402. a first weld end; 403. a second weld end; 5. a floor deck; 6. an upper connecting plate; 7. a lower connecting plate; 8. longitudinal reinforcing steel bars; 9. a load bearing plate; 10. a locking bolt; 11. the slats are assembled.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1-4, the present invention provides an embodiment: an angle steel welding structure for an assembly type building comprises a steel plate wall surface 1, a floor bearing plate 5, a bearing plate 9, a locking bolt 10 and an assembly lath 11, wherein the floor bearing plate 5 is installed on the outer wall of one side of the steel plate wall surface 1, an upper connecting plate 6 is welded on one side of the bottom end of the floor bearing plate 5, and a lower connecting plate 7 is welded at the top end of the bearing plate 9 below the upper connecting plate 6, so that a ladder-shaped supporting piece 2 and a longitudinal steel bar 8 are welded;
ladder-shaped supporting pieces 2 are welded on two sides of the top end of the lower connecting plate 7, the top ends of the ladder-shaped supporting pieces 2 are fixedly connected with the bottom end of the upper connecting plate 6, longitudinal steel bars 8 are welded on the top ends of the lower connecting plates 7 between the adjacent ladder-shaped supporting pieces 2, and the top ends of the longitudinal steel bars 8 are fixedly connected with the bottom end of the upper connecting plate 6 so as to support the floor bearing plate 5;
and the outer walls of the steel plate wall surfaces 1 at the two ends of the floor support plate 5 are all provided with assembling laths 11, one end of each assembling lath 11 is fixedly connected with the outer wall of the floor support plate 5, and the outer wall of the side of the assembling lath 11 far away from the steel plate wall surface 1 is provided with two groups of locking bolts 10, one end of each locking bolt 10 penetrates through the assembling lath 11 and is in threaded connection with the outer wall of the steel plate wall surface 1, the outer walls of the steel plate wall surfaces 1 at the two sides of the assembling lath 11 are provided with fastening structures 4, an angle steel fastener 401, a first welding end 402 and a second welding end 403 are sequentially arranged inside the fastening structures 4, the outer walls of the steel plate wall surfaces 1 at the two sides of the assembling lath 11 are provided with angle steel fasteners 401, one end of each angle steel fastener 401 is connected with the, and a first welding end 402 is fixed on the outer wall of the angle steel fastener 401 far away from one side of the floor support plate 5, a second welding end 403 is fixed at one end, far away from the first welding end 402, of the angle steel fastener 401;
the angle steel fastener 401 is arranged at the contact position of the steel plate wall surface 1 and the floor support plate 5 at two sides of the assembling lath 11, and then the positions of the first welding end 402 and the second welding end 403 are welded on the outer walls of the steel plate wall surface 1 and the floor support plate 5, so that the angle steel fastener 401 is fixedly arranged at the connecting position of the steel plate wall surface 1 and the floor support plate 5, the firmness of connection between the steel plate wall surface 1 and the floor support plate 5 is further improved, and the phenomenon that the floor support plate 5 is loosened when the angle steel welding structure is used is reduced;
the outer wall of the steel plate wall surface 1 far away from the floor bearing plate 5 is provided with a stress structure 3, the stress structure 3 is internally provided with a stress rib 301, a stress plate body 302, a connecting rib 303 and a force equalizing plate body 304 in sequence, one side of the steel plate wall surface 1 far away from the floor bearing plate 5 is provided with the stress plate body 302, the force equalizing plate body 304 is fixed on the outer wall of the steel plate wall surface 1 near to the stress plate body 302, the outer wall of the force equalizing plate body 304 far away from the steel plate wall surface 1 is welded with the equally-spaced stress ribs 301, one end of the stress rib 301 far away from the force equalizing plate body 304 is fixedly connected with the outer wall of the stress plate body 302, the outer walls of the steel plate wall surfaces 1 at two ends of the force equalizing plate body 304 are both welded with two groups of connecting ribs 303, and one end of;
the stress plate body 302 is fixedly arranged on the outer wall of one side, far away from the floor bearing plate 5, of the steel plate wall surface 1 through the connecting ribs 303, meanwhile, the force equalizing plate body 304 is fixedly arranged on the outer wall of the steel plate wall surface 1 at the position of the stress plate body 302, and the stress ribs 301 are welded on the outer walls of the force equalizing plate body 304 and the stress plate body 302 at equal intervals, so that the two ends of the steel plate wall surface 1 can perform stress treatment on the outer wall of the steel plate wall surface 1 at the position of the floor bearing plate 5, the stress performance of the steel plate wall surface 1 is more uniform, the phenomena of cracks and the like of the steel plate wall surface 1 are reduced, and the stability of an angle; and the outer wall of the steel plate wall surface 1 below the floor bearing plate 5 is welded with a bearing plate 9.
The working principle is as follows: when the angle steel welding structure is used, firstly, the upper connecting plate 6 and the lower connecting plate 7 are respectively arranged at the bottom end of the floor bearing plate 5 and the top end of the bearing plate 9, because the two ends of the ladder-shaped supporting pieces 2 are respectively fixed at the bottom end of the upper connecting plate 6 and the top end of the lower connecting plate 7, the ladder-shaped supporting pieces are enabled to support the floor bearing plate 5 by the upper connecting plate 6 and the lower connecting plate 7 by taking the bearing plate 9 as the center, meanwhile, the longitudinal steel bars 8 are fixedly arranged between the two sets of ladder-shaped supporting pieces 2, and the two ends of the longitudinal steel bars 8 are welded at the bottom end of the upper connecting plate 6 and the top end of the lower connecting plate 7, so as to further support the floor bearing plate 5, improve the bearing performance of the floor bearing plate 5 when the angle steel welding structure is used, then, the stress plate body 302 is fixedly arranged on the outer wall of the steel plate wall surface 1 at the side far away from the floor bearing plate 5 through the connecting ribs, and the stress ribs 301 are welded on the outer walls of the force equalizing plate body 304 and the stress plate body 302 at equal intervals, so that the outer walls of the steel plate wall surfaces 1 at the positions of the floor support plates 5 at the two ends of the steel plate wall surface 1 can be subjected to stress treatment, the stress performance of the steel plate wall surface 1 is more uniform, the phenomena of cracks and the like of the steel plate wall surface 1 are reduced, the stability of the angle steel welding structure in use is improved, finally, the angle steel fasteners 401 are arranged at the contact positions of the steel plate wall surfaces 1 at the two sides of the assembling lath 11 and the floor support plates 5, the positions of the first welding ends 402 and the second welding ends 403 are welded on the outer walls of the steel plate wall surfaces 1 and the floor support plates 5, the angle steel fasteners 401 are fixedly arranged at the connection positions of the steel plate wall surfaces 1 and the floor support plates 5, the firmness of the connection between the steel plate wall surfaces 1 and the floor support plates 5, thereby completing the use of the angle steel welding structure.
It is obvious to a person skilled in the art that the invention is not restricted to details of the above-described exemplary embodiments, but that it can be implemented in other specific forms without departing from the spirit or essential characteristics of the invention. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Claims (6)
1. The utility model provides an angle steel welded structure for assembly type structure, includes steel sheet wall (1), floor carrier plate (5), bears plate (9), locking bolt (10) and assembly lath (11), its characterized in that: install building carrier plate (5) on the outer wall of steel sheet wall (1) one side, and all be equipped with assembly lath (11) on the steel sheet wall (1) outer wall at building carrier plate (5) both ends, the one end of assembly lath (11) and the outer wall fixed connection of building carrier plate (5), and be equipped with two sets of locking bolt (10) on the outer wall of steel sheet wall (1) one side is kept away from in assembly lath (11), the one end of locking bolt (10) run through assembly lath (11) and with the outer wall threaded connection of steel sheet wall (1), all be equipped with fastening structure (4) on the steel sheet wall (1) outer wall of assembly lath (11) both sides, and be equipped with on the outer wall of steel sheet wall (1) keeping away from building carrier plate (5) one side and bear plate spare (9) to the welding on steel sheet wall (1) outer wall of building.
2. The angle steel welded structure for fabricated buildings according to claim 1, wherein: the inside of atress structure (3) is equipped with atress rib (301), atress plate body (302), connecting rib (303) and all power plate body (304) in proper order, one side that floor carrier plate (5) were kept away from in steel sheet wall (1) is equipped with atress plate body (302), and is fixed with all power plate body (304) on steel sheet wall (1) is close to the outer wall of atress plate body (302) one side.
3. The angle steel welded structure for fabricated buildings according to claim 2, wherein: the welding has equidistant atress rib (301) on the outer wall of steel sheet wall (1) one side is kept away from to average power plate body (304), and the outer wall fixed connection of one end and the atress plate body (302) of all keeping away from all power plate body (304) is done all to atress rib (301), and all welds on the steel sheet wall (1) outer wall at all power plate body (304) both ends and has two sets of connecting rib (303), and the outer wall fixed connection of one end and the atress plate body (302) of steel sheet wall (1) is kept away from in connecting rib (303).
4. The angle steel welded structure for fabricated buildings according to claim 1, wherein: the inside of fastening structure (4) is equipped with angle steel fastener (401), first weld end (402) and second weld end (403) in proper order, all be equipped with angle steel fastener (401) on steel sheet wall (1) outer wall of assembly lath (11) both sides, the one end of angle steel fastener (401) is connected with the outer wall of floor carrier plate (5), and is fixed with first weld end (402) on angle steel fastener (401) keeps away from the outer wall of floor carrier plate (5) one side to the one end that first weld end (402) was kept away from in angle steel fastener (401) is fixed with second weld end (403).
5. The angle steel welded structure for fabricated buildings according to claim 1, wherein: one side welding of building carrier plate (5) bottom has even board (6) on, and goes up even board (6) below and bear board (9) top welding and have even board (7) down.
6. The angle steel welded structure for fabricated buildings according to claim 5, wherein: the both sides on even board (7) top all weld down have trapezoidal support piece (2), the top of trapezoidal support piece (2) and the bottom fixed connection who links board (6) on, and the welding of even board (7) top between adjacent trapezoidal support piece (2) has vertical reinforcing bar (8), the top of vertical reinforcing bar (8) and the bottom fixed connection who links board (6) on.
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CN202020634167.4U CN212583002U (en) | 2020-04-24 | 2020-04-24 | Angle steel welded structure for assembly type structure |
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CN202020634167.4U CN212583002U (en) | 2020-04-24 | 2020-04-24 | Angle steel welded structure for assembly type structure |
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