CN210507779U

CN210507779U - Spandrel girder for building engineering

Info

Publication number: CN210507779U
Application number: CN201920911930.0U
Authority: CN
Inventors: 覃燕
Original assignee: Kalu Construction System Jiangsu Co Ltd
Current assignee: Kalu Construction System Jiangsu Co Ltd
Priority date: 2019-06-18
Filing date: 2019-06-18
Publication date: 2020-05-12
Anticipated expiration: 2029-06-18

Abstract

The utility model discloses a spandrel girder for building engineering relates to building engineering technical field, is too simple for solving current spandrel girder structure for building engineering for the bearing effect of reality can not reach the problem of standard. The lower surface of spandrel girder is provided with the ground connection stake, the upper end of spandrel girder is provided with the spandrel girder, and the spandrel girder is provided with four, the spandrel girder passes through the lower fixed surface connection on spandrel girder and roof, the junction of spandrel girder and roof lower surface is provided with the locating piece, be provided with the stiffener on the outer wall of spandrel girder, be provided with the mounting panel on the outer wall of spandrel girder, the inside of mounting panel is provided with the mounting hole, and the mounting hole is provided with four, be provided with the bolster on the outer wall of spandrel girder, the one end of bolster is provided with spacing cap, the spandrel girder is through bolster and mounting panel fixed connection, the inside.

Description

Spandrel girder for building engineering

Technical Field

The utility model relates to a building engineering technical field specifically is a spandrel girder for building engineering.

Background

The bearing beams are the beams and columns for bearing in the house as the name implies, and are the pillars of the whole house, the bearing beams are the beams for bearing in the house, some beams of the frame structure are frame beams, some are boundary beams, some are secondary beams, basically, the beams are all bearing beams, and the situation that no 'beam' without reason and no reason exists is required. The frame beams are all load bearing, the primary and secondary beams are corresponding, and both are frame beams. The two ends of the secondary beam are not connected with the columns but connected with the main beam. The boundary beam is called as a sealing edge beam. Is not structurally classified in terms of its location and function, but is generally a secondary beam in nature. Some beams not only need to bear load, but also need to bear pressure or tensile force. However, as long as the beams are main load-bearing structural members, the weight on the floor is transmitted to the beams, the beams are transmitted to the columns, and the floor collapses without the beams.

Traditional spandrel girder structure for building engineering is too simple for actual bearing effect can not reach the standard, influences the factor of safety in house.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to provide a spandrel girder for building engineering to the traditional spandrel girder structure for building engineering who proposes in solving above-mentioned background art is too simple, makes the problem that actual bearing effect can not reach the standard.

In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a spandrel girder for building engineering, includes the spandrel girder, the lower surface of spandrel girder is provided with the ground connection stake, the upper end of spandrel girder is provided with the spandrel girder, and the spandrel girder is provided with four, the spandrel girder passes through the lower fixed surface connection on spandrel girder and roof, the spandrel girder is provided with the locating piece with the junction of roof lower surface, be provided with the stiffener on the outer wall of spandrel girder, be provided with the mounting panel on the outer wall of spandrel girder, the inside of mounting panel is provided with the mounting hole.

Preferably, the bearing beam is provided with a bearing rod on the outer wall, one end of the bearing rod is provided with a limiting cap, and the bearing beam is fixedly connected with the mounting plate through the bearing rod.

Preferably, the inside of spacing cap is provided with the baffle, and the baffle is provided with two, be provided with the spring on the outer wall of baffle, and the baffle passes through the inner wall fixed connection of spring and spacing cap.

Preferably, the outer wall of the mounting plate is provided with a magnetic suction plate, and the lower end of the reinforcing rod is fixedly connected with the outer wall of the mounting plate through the magnetic suction plate.

Preferably, the inside of stiffener is provided with the pull rod, be provided with the inserting groove on the outer wall of stiffener, the internally mounted of inserting groove has positioning screw, and positioning screw's one end runs through stiffener and pull rod and extends to the outside of stiffener.

Preferably, be provided with the tongue-and-groove on the upper end outer wall of spandrel girder, and the tongue-and-groove is provided with four, the lower extreme of spandrel girder passes through the upper end fixed connection of tongue-and-groove and spandrel girder.

Compared with the prior art, the beneficial effects of the utility model are that:

1. the utility model discloses a mounting panel that sets up plays the effect of fixed stiffener, installs the mounting panel on the outer wall of spandrel girder, and the spring shrinkage of the spacing cap of adapting rod one end drives spacing cap and reduces, and after the mounting panel was packed into, the spring resumes the former state and drives spacing cap expansion to reach the spacing effect to the mounting panel.

2. The reinforcing rod plays a role in reinforcing the bearing performance of the bearing rod, the pull rod inside the reinforcing rod is stretched to a proper position, the reinforcing rod and the pull rod are penetrated through the positioning screw rod, the stretching length of the pull rod is locked, the magnetic suction plate and the mounting plate are fixedly connected to one end of the reinforcing rod, the upper end of the pull rod is fixedly connected with the bearing rod through a bolt, the purpose of reinforcing the bearing performance of the bearing rod is achieved, the problem that the traditional bearing beam structure for building engineering is too simple is overcome, and the actual bearing effect cannot reach the standard is solved.

Drawings

Fig. 1 is a schematic view of the overall structure of the present invention;

FIG. 2 is a schematic view of the mounting plate structure of the present invention;

fig. 3 is a schematic structural view of the bearing beam of the present invention;

FIG. 4 is an enlarged schematic view of part A of the present invention;

FIG. 5 is a schematic view of the reinforcing rod structure of the present invention;

in the figure: 1. grounding piles; 2. a spandrel girder; 3. mounting a plate; 4. a reinforcing bar; 5. mortises; 6. a load-bearing bar; 7. positioning blocks; 8. a roof; 9. mounting holes; 10. a magnetic attraction plate; 11. a limiting cap; 12. a bearing rod; 13. a spring; 14. a partition plate; 15. inserting grooves; 16. positioning a screw rod; 17. a pull rod.

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.

Referring to fig. 1-5, the present invention provides an embodiment: the utility model provides a spandrel girder for building engineering, including spandrel girder 2, the lower surface of spandrel girder 2 is provided with ground connection stake 1, the upper end of spandrel girder 2 is provided with spandrel bar 6, and spandrel bar 6 is provided with four, spandrel girder 2 passes through the lower fixed surface of spandrel bar 6 with roof 8 and is connected, the junction of spandrel bar 6 and roof 8 lower surface is provided with locating piece 7, be provided with stiffener 4 on the outer wall of spandrel bar 6, be provided with mounting panel 3 on the outer wall of spandrel girder 2, the inside of mounting panel 3 is provided with mounting hole 9, and.

Further, a bearing rod 12 is arranged on the outer wall of the bearing beam 2, a limiting cap 11 is arranged at one end of the bearing rod 12, the bearing beam 2 is fixedly connected with the mounting plate 3 through the bearing rod 12, the bearing rod 12 arranged on the outer wall of the bearing beam 2 plays a role in bearing and fixing the mounting plate 3, and the limiting cap 11 arranged at one end of the bearing rod 12 plays a role in limiting the mounting plate 3.

Further, the inside of spacing cap 11 is provided with baffle 14, and baffle 14 is provided with two, is provided with spring 13 on the outer wall of baffle 14, and baffle 14 passes through spring 13 and the inner wall fixed connection of spacing cap 11, and baffle 14 that the inside of spacing cap 11 set up plays the effect of bearing spring 13, and spring 13 that sets up on the outer wall of baffle 14 plays the effect of control spacing cap 11 expansion and shrink.

Further, be provided with magnetism suction disc 10 on the outer wall of mounting panel 3, and the lower extreme of stiffener 4 passes through magnetism suction disc 10 and mounting panel 3's outer wall fixed connection, the magnetism suction disc 10 that sets up on the outer wall of mounting panel 3 plays with stiffener 4 lower extreme fixed connection's effect, thereby the lower extreme of stiffener 4 reaches the purpose of installation stiffener 4 through magnetism suction disc 10 and mounting panel 3's outer wall fixed connection.

Further, the inside of stiffener 4 is provided with pull rod 17, be provided with inserting groove 15 on the outer wall of stiffener 4, inserting groove 15's internally mounted has positioning screw 16, and positioning screw 16's one end runs through stiffener 4 and pull rod 17 and extends to the outside of stiffener 4, the pull rod 17 of the inside setting of stiffener 4 plays the effect of extension stiffener 4, inserting groove 15 that sets up on the outer wall of stiffener 4 plays the effect of inserting positioning screw 16, inserting groove 15's internally mounted's positioning screw 16 plays the effect to the tensile length location of pull rod 17.

Further, be provided with tongue-and-groove 5 on the upper end outer wall of spandrel girder 2, and tongue-and-groove 5 is provided with four, and the lower extreme of spandrel girder 6 passes through tongue-and-groove 5 and spandrel girder 2's upper end fixed connection, is provided with tongue-and-groove 5 on spandrel girder 2's the upper end outer wall and plays the effect of connecting spandrel girder 6, thereby the lower extreme of spandrel girder 6 has strengthened spandrel girder 2's bearing performance through the upper end fixed connection of tongue-and-groove 5 with spandrel girder 2.

The working principle is as follows: during the use, be connected through mounting hole 9 on adapting rod 12 and the mounting panel 3, thereby install mounting panel 3 on the outer wall of spandrel girder 2, the spring 13 shrink of the spacing cap 11 of adapting rod 12 one end drives spacing cap 11 and reduces, after mounting panel 3 packs into, spring 13 resumes the former state and drives spacing cap 11 expansion, thereby reach the spacing effect to mounting panel 3, install spandrel girder 6 between roof 8 and spandrel girder 2 through tongue-and-groove 5 and locating piece 7, draw bar 17 inside stiffener 4 stretches to suitable position, thereby run through stiffener 4 and draw bar 17 through positioning screw 16 and lock the tensile length of draw bar 17, the one end of stiffener 4 passes through magnetism suction disc 10 and mounting panel 3 fixed connection, the upper end of draw bar 17 passes through bolt and spandrel girder 6 fixed connection, accomplish the work of spandrel girder 2 bearing capacity.

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

1. The utility model provides a spandrel girder for building engineering, includes spandrel girder (2), its characterized in that: the lower surface of spandrel girder (2) is provided with ground connection stake (1), the upper end of spandrel girder (2) is provided with spandrel girder (6), and spandrel girder (6) are provided with four, spandrel girder (2) are connected through the lower fixed surface of spandrel girder (6) and roof (8), spandrel girder (6) are provided with locating piece (7) with the junction of roof (8) lower surface, be provided with stiffener (4) on the outer wall of spandrel girder (6), be provided with mounting panel (3) on the outer wall of spandrel girder (2), the inside of mounting panel (3) is provided with mounting hole (9), and mounting hole (9) are provided with four.

2. The load-bearing beam for construction engineering according to claim 1, wherein: be provided with adapting rod (12) on the outer wall of spandrel girder (2), the one end of adapting rod (12) is provided with spacing cap (11), spandrel girder (2) are through adapting rod (12) and mounting panel (3) fixed connection.

3. The load-bearing beam for construction engineering according to claim 2, wherein: the inner part of the limiting cap (11) is provided with two partition plates (14), the outer wall of each partition plate (14) is provided with a spring (13), and the partition plates (14) are fixedly connected with the inner wall of the limiting cap (11) through the springs (13).

4. The load-bearing beam for construction engineering according to claim 1, wherein: the outer wall of the mounting plate (3) is provided with a magnetic suction plate (10), and the lower end of the reinforcing rod (4) is fixedly connected with the outer wall of the mounting plate (3) through the magnetic suction plate (10).

5. The load-bearing beam for construction engineering according to claim 1, wherein: the novel reinforcing rod is characterized in that a pull rod (17) is arranged inside the reinforcing rod (4), an insertion groove (15) is formed in the outer wall of the reinforcing rod (4), a positioning screw rod (16) is arranged inside the insertion groove (15), and one end of the positioning screw rod (16) penetrates through the reinforcing rod (4) and the pull rod (17) and extends to the outside of the reinforcing rod (4).

6. The load-bearing beam for construction engineering according to claim 1, wherein: be provided with tongue-and-groove (5) on the upper end outer wall of spandrel girder (2), and tongue-and-groove (5) are provided with four, the lower extreme of spandrel girder (6) passes through the upper end fixed connection of tongue-and-groove (5) and spandrel girder (2).