CN213297246U - Midspan positive bending moment strength reinforcing structure - Google Patents

Midspan positive bending moment strength reinforcing structure Download PDF

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Publication number
CN213297246U
CN213297246U CN202021601882.4U CN202021601882U CN213297246U CN 213297246 U CN213297246 U CN 213297246U CN 202021601882 U CN202021601882 U CN 202021601882U CN 213297246 U CN213297246 U CN 213297246U
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plate
stress
peg
fixedly connected
angle steel
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CN202021601882.4U
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Chinese (zh)
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陈恒发
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Shanghai Tongteng Construction Engineering Co ltd
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Shanghai Tongteng Construction Engineering Co ltd
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Abstract

The utility model provides a stride well positive moment of flexure intensity reinforcing structure, including the atress long slab, the at least one first frame roof beam atress board of atress long slab fixed connection, first frame roof beam atress board includes the bottom plate, bottom plate both ends fixed connection curb plate, the first angle steel of curb plate top fixed connection, the peg group and the atress long slab fixed connection of first angle steel through setting up, peg group includes first peg and second peg, first peg and atress long slab fixed connection, second peg and first angle steel fixed connection, first peg embolias the cooperation with the second peg, the atress long slab both ends set up the connecting plate perpendicularly, at least one second frame roof beam atress board of connecting plate fixed connection. Through the fixed connection of the first frame beam stress plate, the stress long plate and the second frame beam stress plate, the stress capacity of the floor beam is greatly improved.

Description

Midspan positive bending moment strength reinforcing structure
Technical Field
The utility model relates to a building structure technical field specifically is a cross well positive moment intensity reinforcing structure.
Background
In the places such as internet bars, KTVs and the like, the floors generally need to bear larger force, and at the moment, the indoor cross beam needs to be reinforced, so that the stress capacity of the indoor cross beam is enhanced.
SUMMERY OF THE UTILITY MODEL
To the problem pointed out in the background art, the utility model provides a cross well positive bending moment intensity reinforcing structure.
The technical scheme of the utility model is realized like this:
the utility model provides a cross well positive bending moment intensity reinforcing structure which characterized in that: the stress long plate is fixedly connected with at least one first frame beam stress plate, the first frame beam stress plate comprises a bottom plate, two ends of the bottom plate are fixedly connected with side plates, the top of each side plate is fixedly connected with a first angle steel, the first angle steel is fixedly connected with the stress long plate through a bolt group, the bolt group comprises a first bolt and a second bolt, the first bolt is fixedly connected with the stress long plate, the second bolt is fixedly connected with the first angle steel, the first bolt is sleeved with the second bolt, two ends of the stress long plate are perpendicularly provided with connecting plates, and the connecting plates are fixedly connected with at least one second frame beam stress plate.
The utility model discloses further set up to: the stressed long plate is fixedly connected with a plurality of laths, and the first bolt penetrates through the laths and the stressed long plate to be sleeved and matched with the second bolt.
The utility model discloses further set up to: the bottom plate is fixedly connected with the side plate through a second angle steel, and the first angle steel and the second angle steel are arranged on the inner side of the first frame beam stress plate.
The utility model discloses further set up to: and third angle steels are fixedly arranged at two ends of the stress long plate and are fixed on the vertical beam through third studs.
The utility model discloses further set up to: the second frame beam stress plate is U-shaped, and the second frame beam stress plate comprises a first fixed plate, a second fixed plate and a third fixed plate which are connected, and the first fixed plate, the second fixed plate and the third fixed plate are all fixed on the vertical beam through fourth studs.
The utility model discloses further set up to: the connecting plate is arranged in the second frame beam stress plate and is in butt fit with the second fixing plate.
To sum up, the beneficial effects of the utility model are that: the utility model provides a cross well positive moment of flexure intensity reinforcing structure through the fixed connection who has set up first frame roof beam atress board, atress long slab and second frame roof beam atress board three, has increased the atress ability of floor crossbeam widely.
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 view of the first frame beam stress plate and the stress long plate of the present invention;
FIG. 2 is a schematic structural view of the position A of the present invention;
FIG. 3 is a schematic structural view of the present invention;
FIG. 4 is a schematic structural view of the second frame beam stress plate and the stress long plate of the present invention;
fig. 5 is a schematic structural diagram of the position B in the present invention.
Reference numerals: 1. a stressed long plate; 2. a first frame beam stress plate; 201. a base plate; 202. a side plate; 203. a first angle steel; 204. a second angle steel; 3. a peg group; 301. a first stud; 302. a second stud; 4. a connecting plate; 5. laths; 6. a second frame beam stress plate; 601. a first fixing plate; 602. a second fixing plate; 603. a third fixing plate; 7. third angle steel; 8. a third stud; 9. and a fourth peg.
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 efforts belong to the protection scope of the present invention.
The present invention is described below with reference to fig. 1-5:
the utility model provides a stride well positive moment of flexure intensity reinforcing structure, includes atress long slab 1, and 1 fixed connection at least one first frame roof beam atress board 2 of atress long slab, atress long slab 1 set up on the floor of last floor, and first frame roof beam atress board 2 sets up on the crossbeam of next floor, and first frame roof beam atress board 2 links into one row of frame on the crossbeam. Wherein the size of the first frame beam stress plate 2 changes along with the change of the size of the indoor cross beam.
First frame roof beam atress board 2 includes bottom plate 201, bottom plate 201 both ends fixed connection curb plate 202, the first angle steel 203 of curb plate 202 top fixed connection, first angle steel 203 through the peg group 3 and the long board 1 fixed connection of atress that set up, bottom plate 201 through the second angle steel 204 and the curb plate 202 fixed connection that set up, first angle steel 203 and second angle steel 204 all set up the inboard at first frame roof beam atress board 2.
The bolt group 3 comprises a first bolt 301 and a second bolt 302, the first bolt 301 is fixedly connected with the stressed long plate 1, the second bolt 302 is fixedly connected with the first angle steel 203, the first bolt 301 and the second bolt 302 are sleeved and matched, the first bolt 301 and the second bolt 302 penetrate through the concrete of the floor, and after the second bolt 302 is sleeved into the first bolt 301, the first bolt 301 bursts. Furthermore, a plurality of strip plates 5 are fixedly connected on the force-bearing long plate 1, and a first bolt 301 penetrates through the strip plates 5 and the force-bearing long plate 1 to be matched with a second bolt 302 in a sleeved mode.
Connecting plates 4 are vertically arranged at two ends of the stressed long plate 1, and the connecting plates 4 are fixedly connected with at least one second frame beam stressed plate 6. Specifically, the second frame beam stress plate 6 is framed on the indoor upright column, the second frame beam stress plate 6 is U-shaped, the second frame beam stress plate 6 comprises a first fixing plate 601, a second fixing plate 602 and a third fixing plate 603 which are connected, and the first fixing plate 601, the second fixing plate 602 and the third fixing plate 603 are all fixed on the upright column through a fourth stud 9; the connecting plate 4 is arranged in the second frame beam stress plate 6, and the connecting plate 4 is in butt fit with the second fixing plate 602.
Furthermore, the two ends of the stressed long plate 1 are both fixedly provided with third angle steels 7, and the third angle steels 7 are fixed on the vertical beam through third studs 8.
The above description is only for the preferred embodiment of the present invention and should not be taken as limiting the invention, and any modifications, equivalent replacements, improvements, etc. made within the spirit and principle of the present invention should be included in the protection scope of the present invention.

Claims (6)

1. The utility model provides a cross well positive bending moment intensity reinforcing structure which characterized in that: comprises a stressed long plate (1), the stressed long plate (1) is fixedly connected with at least one first frame beam stressed plate (2), the first frame beam stress plate (2) comprises a bottom plate (201), two ends of the bottom plate (201) are fixedly connected with side plates (202), the top of the side plate (202) is fixedly connected with a first angle steel (203), the first angle steel (203) is fixedly connected with the stressed long plate (1) through a bolt group (3), the peg set (3) comprises a first peg (301) and a second peg (302), the first bolt (301) is fixedly connected with the stressed long plate (1), the second bolt (302) is fixedly connected with the first angle steel (203), the first bolt nail (301) is sleeved and matched with the second bolt nail (302), connecting plates (4) are vertically arranged at two ends of the stressed long plate (1), and the connecting plate (4) is fixedly connected with at least one second frame beam stress plate (6).
2. The mid-span positive bending moment strength enhancement structure of claim 1, wherein: the stress long plate (1) is fixedly connected with a plurality of laths (5), and the first bolt nail (301) penetrates through the laths (5) and the stress long plate (1) to be sleeved and matched with the second bolt nail (302).
3. The mid-span positive bending moment strength enhancement structure of claim 1, wherein: the bottom plate (201) is fixedly connected with the side plate (202) through a second angle steel (204), and the first angle steel (203) and the second angle steel (204) are arranged on the inner side of the first frame beam stress plate (2).
4. The mid-span positive bending moment strength enhancement structure of claim 1, wherein: the stress long plate is characterized in that third angle steels (7) are fixedly arranged at two ends of the stress long plate (1), and the third angle steels (7) are fixed on the vertical beam through third studs (8).
5. The mid-span positive bending moment strength enhancement structure of claim 1, wherein: the second frame beam stress plate (6) is U-shaped, the second frame beam stress plate (6) comprises a first fixing plate (601), a second fixing plate (602) and a third fixing plate (603) which are connected, and the first fixing plate (601), the second fixing plate (602) and the third fixing plate (603) are fixed on the vertical beam through fourth studs (9).
6. The mid-span positive bending moment strength enhancement structure of claim 5, wherein: the connecting plate (4) is arranged in the second frame beam stress plate (6), and the connecting plate (4) is in butt fit with the second fixing plate (602).
CN202021601882.4U 2020-08-05 2020-08-05 Midspan positive bending moment strength reinforcing structure Active CN213297246U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202021601882.4U CN213297246U (en) 2020-08-05 2020-08-05 Midspan positive bending moment strength reinforcing structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202021601882.4U CN213297246U (en) 2020-08-05 2020-08-05 Midspan positive bending moment strength reinforcing structure

Publications (1)

Publication Number Publication Date
CN213297246U true CN213297246U (en) 2021-05-28

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN202021601882.4U Active CN213297246U (en) 2020-08-05 2020-08-05 Midspan positive bending moment strength reinforcing structure

Country Status (1)

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CN (1) CN213297246U (en)

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