CN216195845U - Flower basket beam and post-added column connecting node structure - Google Patents

Flower basket beam and post-added column connecting node structure Download PDF

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Publication number
CN216195845U
CN216195845U CN202122794241.6U CN202122794241U CN216195845U CN 216195845 U CN216195845 U CN 216195845U CN 202122794241 U CN202122794241 U CN 202122794241U CN 216195845 U CN216195845 U CN 216195845U
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basket
flowers
post
sides
longitudinal
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CN202122794241.6U
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Chinese (zh)
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崔曼曼
李鑫
邵亚飞
刘珊珊
陈爽
马晓艳
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China Construction First Group Corp Ltd
Beijing Architectural Design Institute of China Construction Corp Ltd
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China Construction First Group Corp Ltd
Beijing Architectural Design Institute of China Construction Corp Ltd
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Abstract

The utility model relates to the technical field of building reconstruction, in particular to a flower basket beam and back reinforcement column connection node structure which comprises a flower basket beam, wherein beam picking lugs are respectively arranged on two sides of the flower basket beam, floor slabs are respectively arranged on the beam picking lugs on the two sides, a masonry wall is arranged at the bottom of the flower basket beam, reinforcing plate walls are respectively arranged on two sides of the masonry wall, a back reinforcement column is arranged at the top of the flower basket beam, first longitudinal ribs are respectively arranged on two sides of the inside of the back reinforcement column, connecting ribs are respectively arranged between the first longitudinal ribs on the two sides and the side wall of the back reinforcement column, the first longitudinal ribs are connected with the connecting ribs, one end of each connecting rib is located inside the back reinforcement column, and the other end of each connecting rib penetrates through the floor slabs and the beam picking lugs to extend into the reinforcing plate walls. According to the technical scheme, the anchoring length between the rear added column and the flower basket beam can be increased, the situations of slippage and pulling-out damage caused by insufficient anchoring length are avoided, and the safety and stability of the building are ensured.

Description

Flower basket beam and post-added column connecting node structure
Technical Field
The utility model relates to the technical field of building transformation, in particular to a connecting node structure of a flower basket beam and a rear added column.
Background
The masonry structure is characterized in that walls, columns and the like of a vertical bearing structure in a building are built by adopting bricks or building blocks, beams, floors, roof panels and the like of transverse bearing are of reinforced concrete structures, the masonry structure is widely applied to building engineering in the 90 th century due to the characteristics of convenient material taking, simple building process, low cost and the like, but along with the rapid development of modern economy, the requirements of people on building functions are higher and higher, along with the change of time, the same building can have different functional requirements, and the existing masonry structure building is often required to be transformed in the later period so as to meet the different functional requirements of people on the building.
Among the current masonry engineering transformation, can reform transform the roof in order to increase the equipment room sometimes, can increase the effect of stand in order to play the support usually when reforming transform the roof, and the lower part support of current masonry engineering building is the basket of flowers roof beam, chooses ear department can't satisfy the back and increases the anchor length that the post indulged the muscle, leads to the back to increase the post and indulge the muscle anchor not enough, and then the condition that slides, extract the destruction appears, makes the building have the structural potential safety hazard.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a connecting node structure of a flower basket beam and a rear added column, which can improve the anchoring length between the rear added column and the flower basket beam, avoid the conditions of slippage and pulling-out damage caused by insufficient anchoring length and ensure the safety and stability of a building.
The utility model provides a flower basket beam and back-adding column connecting node structure which comprises a flower basket beam, wherein beam-raising lugs are respectively arranged on two sides of the flower basket beam, floor slabs are respectively arranged on the beam-raising lugs on the two sides, a masonry wall is arranged at the bottom of the flower basket beam, reinforcing plate walls are respectively arranged on two sides of the masonry wall, a back-adding column is arranged at the top of the flower basket beam, first longitudinal ribs are respectively arranged on two sides of the inside of the back-adding column, connecting ribs are respectively arranged between the first longitudinal ribs on the two sides and the side wall of the back-adding column, the first longitudinal ribs are connected with the connecting ribs, one end of each connecting rib is located inside the back-adding column, and the other end of each connecting rib penetrates through the floor slabs and the beam-raising lugs to extend into the reinforcing plate walls.
Furthermore, a second longitudinal rib is arranged at the center of the inner portion of the rear added column and penetrates through the top of the basket of flowers to extend into the basket of flowers.
Further, the floor slab is lapped on the beam picking lug, and a concrete plugging layer is arranged at the junction of the floor slab and the beam picking lug.
Further, the depth of the connecting ribs extending into the reinforced panel wall is 40 times of the diameter of the connecting ribs.
Furthermore, the first longitudinal ribs are connected with the connecting ribs in a welding mode.
Furthermore, a plurality of transverse stirrups are arranged between the first longitudinal ribs on the two sides.
Furthermore, the second longitudinal bar penetrates through the top of the flower basket beam in a bar planting mode and extends into the flower basket beam.
Further, the inside of consolidating the siding wall is equipped with the siding wall and indulges the muscle, the siding wall is indulged the muscle and is located respectively the both sides of brickwork wall, the siding wall is indulged the muscle and is close to the position department that the ear was chosen to the roof beam is equipped with the strengthening rib, the strengthening rib is the level setting, the siding wall is indulged the muscle and is passed through the strengthening rib with the splice bar is connected.
Furthermore, a plurality of horizontal ribs are arranged on the longitudinal ribs of the plate wall, and the horizontal ribs are located below the reinforcing ribs.
Further, the rear added column is formed by pouring C30 concrete.
The utility model has the beneficial effects that:
according to the technical scheme, the first longitudinal ribs on the two sides inside the rear added column penetrate through the floor slab and the beam-raising lugs to extend into the lower reinforcing plate wall through the connecting ribs, so that the anchoring length between the rear added column and the flower basket beam is increased, the conditions of slippage and pulling damage caused by insufficient anchoring length are avoided, and the safety and stability of a building are ensured.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, and it is obvious that the drawings in the following description are some embodiments of the present invention, and other drawings can be obtained by those skilled in the art without creative efforts.
Fig. 1 is a schematic structural diagram of a connection node structure of a flower basket beam and a rear added column in the embodiment of the utility model.
Description of reference numerals:
1-masonry wall, 2-basket beam, 3-beam ear, 4-floor slab, 5-concrete plugging layer, 6-rear column, 7-connecting bar, 8-first longitudinal bar, 9-second longitudinal bar, 10-stirrup, 11-reinforcing bar, 12-panel wall longitudinal bar, 13-horizontal bar and 14-reinforced panel wall.
Detailed Description
The technical solutions of the present invention will be described clearly and completely with reference to the following embodiments, and it should be understood that the described embodiments are some, but not all, embodiments of the present invention. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
In the description of the present invention, it is to be understood that the terms "center", "longitudinal", "lateral", "length", "width", "thickness", "upper", "lower", "horizontal", "top", "bottom", and the like, indicate orientations or positional relationships based on those shown in the drawings, and are used only for convenience in describing the present invention and for simplicity in description, and do not indicate or imply that the referenced devices or elements must have a particular orientation, be constructed in a particular orientation, and be operated, and thus, are not to be construed as limiting the present invention.
Furthermore, the terms "first", "second" and "first" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, features defined as "first", "second", may explicitly or implicitly include one or more of the described features. In the description of the present invention, "a plurality" means two or more unless specifically defined otherwise. Furthermore, the terms "mounted," "connected," and "connected" are to be construed broadly and may, for example, be fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meanings of the above terms in the present invention can be understood in specific cases to those skilled in the art.
Examples
The utility model provides a basket of flowers roof beam and back increase post connected node structure, as shown by figure 1, including basket of flowers roof beam 2, basket of flowers roof beam 2 is concrete structure, the both sides of basket of flowers roof beam 2 are equipped with the roof beam respectively and choose ear 3, the both sides roof beam is chosen ear 3 punishment and is do not equipped with floor 4, floor 4 overlaps respectively on the ear 3 is chosen to the roof beam, floor 4 and roof beam are chosen the juncture of ear 3 and all are equipped with concrete shutoff layer 5, the bottom of basket of flowers roof beam 2 is equipped with brickwork wall 1, brickwork wall 1's both sides are equipped with reinforcing plate wall 14 respectively, the top of basket of flowers roof beam 2 is equipped with back increase post 6, the inside both sides of back increase post 6 are equipped with first muscle 8 of indulging respectively, be equipped with splice bar 7 between the lateral wall of first muscle 8 of indulging and back increase post 6, first muscle 8 of indulging welds with splice bar 7, the one end of splice bar 7 is located the inside of back increase post 6, the other end is chosen ear 3 and is stretched into reinforcing plate wall 14 through floor 4 and roof beam. After increase 6 both sides of post first indulge muscle 8 and run through floor 4 through the splice bar 7 and the roof beam is chosen ear 3 and is stretched into in the reinforcing panel wall 14, thereby improve the first anchor length of indulging between muscle 8 and the basket of flowers roof beam 2, and strengthen floor 4 through concrete plugging layer 5 and to the bond bar 7 bond stress, the anchor length of first indulging muscle 8 is the splice bar 7 and chooses ear 3 interior anchor length and splice bar 7 to stretch into reinforcing panel wall 14 interior degree of depth sum in the ear for the roof beam, the splice bar 7 chooses the anchor length in the ear 3 for the roof beam to choose ear 3 height and floor 4 difference of height, the degree of depth that the splice bar 7 stretches into in the reinforcing panel wall 14 is 40 times of splice bar 7 diameter.
Increase the inside center department of post 6 after and be equipped with the second and indulge muscle 9, the second is indulged muscle 9 and is run through the top of basket of flowers roof beam 2 through the mode of planting the muscle and stretch into basket of flowers roof beam 2 in, the second is indulged the degree of depth that muscle 9 stretched into basket of flowers roof beam 2 and is satisfied the anchor length of planting the muscle regulation, the inside of reinforcing siding wall 14 is equipped with the siding wall and is indulged muscle 12, the siding wall is indulged muscle 12 and is located the both sides of brickwork wall 1 respectively, both sides siding wall is indulged muscle 12 and is close to the position department that the ear 3 was chosen to the roof beam and all is equipped with strengthening rib 11, strengthening rib 11 is the level setting, the siding wall is indulged muscle 12 and is connected with splice bar 9 through strengthening rib 11, the siding wall is indulged and still is equipped with many horizontal muscle 13 on muscle 12, horizontal muscle 13 is located the below of strengthening rib 11. The reinforcing ribs 11 increase the structural strength of the top of the reinforced panel wall 14.
The implementation principle is as follows: firstly, manually roughening concrete at the intersection interface of the flower basket beam 2 and the rear added column 6, forming through holes for connecting ribs 7 to penetrate through on the floor slab 4 and the beam lifting lugs 3, and plugging the joint of the floor slab 4 and the beam lifting lugs 3 by adopting concrete; secondly, welding the first longitudinal ribs 8 on the two sides with connecting ribs 7 with the diameter of 16mm respectively, and penetrating the connecting ribs 7 into the through holes, so that the connecting ribs 7 penetrate through the floor slab 4 and the beam-raising lugs 3 and extend into a reinforced board wall 14 with the width and the thickness of 70mm, and the depth of the connecting ribs 7 extending into the reinforced board wall 14 is 640 mm; then, a through hole for the second longitudinal bar 9 to penetrate through is formed in the top of the basket-flower beam 2, high-strength steel bar planting glue is injected into the through hole, the second longitudinal bar 9 penetrates through the through hole and extends into the basket-flower beam 2, the second longitudinal bar 9 and the basket-flower beam 2 are bonded into a whole after the high-strength steel bar planting glue is cured, and the depth of the second longitudinal bar 9 extending into the basket-flower beam 2 meets the anchoring length specified by the steel bar planting; then, stirrups 10 with three stages 8@100 are sequentially arranged between the first longitudinal reinforcements 8 on the two sides from the top of the flower basket beam 2 to the top, the distance between the first stirrup 10 (the bottommost one) and the top of the flower basket beam 2 is 50mm, the distance between every two adjacent stirrups 10 is 100mm, 2 reinforcing ribs 11 which are horizontally arranged are respectively bound at the positions, close to the beam lifting lugs 3, of the longitudinal reinforcements 12 of the two side plate walls, the longitudinal reinforcements 12 of the plate walls are connected with the connecting ribs 7 through the reinforcing ribs 11, and horizontal ribs 13 are respectively arranged at the positions, below the reinforcing ribs 11, on the longitudinal reinforcements 12 of the two side plate walls; finally, C30 concrete is used for pouring.
According to the technical scheme, the first longitudinal ribs on two sides of the inner portion of the rear added column penetrate through the floor slab and the beam lifting lugs to extend into the lower reinforcing plate wall through the connecting ribs, and the second longitudinal ribs at the center of the inner portion of the rear added column penetrate through the top of the flower basket beam to extend into the flower basket beam, so that the anchoring length between the rear added column and the flower basket beam is increased.
Finally, it should be noted that: the above embodiments are only used to illustrate the technical solution of the present invention, and not to limit the same; while the utility model has been described in detail and with reference to the foregoing embodiments, it will be understood by those skilled in the art that: the technical solutions described in the foregoing embodiments may still be modified, or some or all of the technical features may be equivalently replaced; and the modifications or the substitutions do not make the essence of the corresponding technical solutions depart from the scope of the technical solutions of the embodiments of the present invention.

Claims (10)

1. The utility model provides a basket of flowers roof beam and back increase post connected node structure, a serial communication port, including the basket of flowers roof beam, the both sides of basket of flowers roof beam are equipped with the roof beam respectively and choose the ear, both sides the roof beam is chosen the ear and is equipped with the floor respectively, the bottom of basket of flowers roof beam is equipped with the brickwork wall, the both sides of brickwork wall are equipped with the reinforcing plate wall respectively, the top of basket of flowers roof beam is equipped with the back and increases the post, the inside both sides that increase the post after are equipped with first muscle, both sides of indulging respectively first muscle with all be equipped with the splice bar between the lateral wall of back increase post, first muscle with the splice bar is connected, the one end of splice bar is located the inside of back increase the post, the other end of splice bar runs through the floor with the roof beam is chosen the ear and is stretched into in the reinforcing plate wall.
2. The basket of flowers and post-added column connected node structure of claim 1, wherein the post-added column has a second longitudinal bar at the center of its inside, and the second longitudinal bar penetrates the top of the basket of flowers and projects into the basket of flowers.
3. The structure of a connection node of a flower basket beam and a rear added column according to claim 1, wherein the floor slab is lapped on the beam-picking lug, and a concrete plugging layer is arranged at the junction of the floor slab and the beam-picking lug.
4. The basket beam and post-added column connection node structure according to claim 1, wherein the depth of the connection rib extending into the reinforced panel wall is 40 times the diameter of the connection rib.
5. The flower basket beam and rear column-added connecting joint structure as claimed in claim 4, wherein the first longitudinal ribs and the connecting ribs are connected in a welding manner.
6. The flower basket girder and rear added column connection node structure as claimed in claim 1, wherein a plurality of transverse stirrups are arranged between the first longitudinal bars on two sides.
7. The basket of flowers and plants and increase post connected node structure behind claim 2, characterized in that, the second longitudinal bar adopts the mode of planting the muscle to run through the top of basket of flowers roof beam and stretch into in the basket of flowers roof beam.
8. The flower basket beam and post-added column connection node structure according to claim 1, wherein a plate wall longitudinal rib is arranged inside the reinforced plate wall, the plate wall longitudinal rib is respectively located on two sides of the masonry wall, a reinforcing rib is arranged at a position of the plate wall longitudinal rib close to the beam ear, the reinforcing rib is horizontally arranged, and the plate wall longitudinal rib is connected with the connecting rib through the reinforcing rib.
9. The structure of a connection node of a flower basket beam and a rear added column according to claim 8, wherein a plurality of horizontal ribs are arranged on the longitudinal ribs of the plate wall, and the horizontal ribs are positioned below the reinforcing ribs.
10. The basket beam and rear added column connecting node structure according to claim 1, wherein the rear added column is cast by C30 concrete.
CN202122794241.6U 2021-11-15 2021-11-15 Flower basket beam and post-added column connecting node structure Active CN216195845U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202122794241.6U CN216195845U (en) 2021-11-15 2021-11-15 Flower basket beam and post-added column connecting node structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202122794241.6U CN216195845U (en) 2021-11-15 2021-11-15 Flower basket beam and post-added column connecting node structure

Publications (1)

Publication Number Publication Date
CN216195845U true CN216195845U (en) 2022-04-05

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ID=80910942

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202122794241.6U Active CN216195845U (en) 2021-11-15 2021-11-15 Flower basket beam and post-added column connecting node structure

Country Status (1)

Country Link
CN (1) CN216195845U (en)

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