CN214940975U

CN214940975U - Beam column node reinforcing structure

Info

Publication number: CN214940975U
Application number: CN202120357743.XU
Authority: CN
Inventors: 姜波; 来土桥; 虞华明; 魏礼艳
Original assignee: Zhejiang Fucheng Construction Group Co ltd
Current assignee: Zhejiang Fucheng Construction Group Co ltd
Priority date: 2021-02-07
Filing date: 2021-02-07
Publication date: 2021-11-30
Anticipated expiration: 2031-02-07

Abstract

The utility model relates to a beam column node additional strengthening relates to building engineering's field, and it is including erecting roof beam and crossbeam, and the top of erecting the roof beam has set firmly many strengthening ribs, and the crossbeam is provided with many beaded finish with the one side of erecting the roof beam and being connected, the both ends of beaded finish and the tip fixed connection of crossbeam, and the beaded finish centers on the outside that sets up at the strengthening rib. The present application has the effect of strengthening the strength at the node.

Description

Beam column node reinforcing structure

Technical Field

The application relates to the field of constructional engineering, in particular to a beam column node reinforcing structure.

Background

The beam column is a beam-up column, namely, the bottom of the column is a beam, and the beam column is a stressed column, such as a ladder column. The constructional column is a non-stressed column, can be a decorative column in a concrete structure, and can also be a constructional column in a masonry structure. A frame column is one of the most important components of a frame part in a concrete structure. It, frame beam and plate form a structure system to bear the forces in different directions. If the frame is compared with the skeleton, the frame column is the vertebra.

The beam column contains the crossbeam and erects the roof beam usually, and the crossbeam sets up along the horizontal direction, plays the effect of horizontal support for the house, erects the roof beam and sets up along vertical direction, plays vertical support's effect for the house, and the crossbeam is the node with the junction of erecting the roof beam, adopts at concrete placement construction usually.

In view of the above-mentioned related technologies, the inventors believe that the above-mentioned node has insufficient construction strength, and may crack after long-term use, because of having a great potential safety hazard.

SUMMERY OF THE UTILITY MODEL

In order to strengthen the intensity at node, this application provides a beam column node additional strengthening.

The application provides a beam column node additional strengthening adopts following technical scheme:

the utility model provides a beam column node additional strengthening, is including erecting roof beam and crossbeam, and the top of erecting the roof beam has set firmly many strengthening ribs, and the crossbeam is provided with many beaded finish with one side of erecting the roof beam and being connected, and the both ends of beaded finish and the tip fixed connection of crossbeam, beaded finish are around setting up the outside at the strengthening rib.

Through adopting above-mentioned technical scheme, the strengthening rib provides good intensity in the vertical direction for the node, and annular structure's beaded finish provides good intensity in the horizontal direction for the node, when the strengthening rib with the beaded finish installation after fixed, pours into the concrete into again between strengthening rib and the beaded finish to realized the fixed of node, thereby through last structure, realized the effect of strengthening node intensity.

Optionally, side baffles are arranged on two sides of the reinforcing ring, a main baffle is arranged on one side of the reinforcing ring away from the cross beam, and the side baffles and the main baffle are distributed between the reinforcing ring at intervals.

Through adopting above-mentioned technical scheme, side shield and main baffle provide good fender effect of enclosing between to the beaded finish, provide good supporting effect simultaneously for between the beaded finish, when concreting, share the atress for the beaded finish, reduce the phenomenon that the beaded finish takes place to warp to the intensity of node has further been improved.

Optionally, the top of erecting the roof beam has set firmly the person in charge, and a plurality of main jack has been seted up to the circumference lateral wall of being responsible for, and the side shield and the main one side that the main baffle is close to is equipped with a plurality of main inserted bars with main jack one-to-one, and main inserted bar is pegged graft with main jack and is cooperated.

Through adopting above-mentioned technical scheme, make main inserted bar insert in the main jack to improved the stability of side shield and main baffle between the beaded finish, when concreting simultaneously, main inserted bar also can play the effect of strengthening for the inside of node, thereby further improved the intensity of node.

Optionally, a plurality of vice jacks have been seted up along self length direction to the strengthening rib, and the side shield has set firmly a plurality of vice inserted bars with the main baffle one side that is close to the person in charge, vice inserted bar and vice jack one-to-one, and the cooperation of pegging graft each other of vice inserted bar and vice jack.

Through adopting above-mentioned technical scheme, when side shield and main baffle were installed between the beaded finish, make vice inserted bar insert to in vice jack to improved the fixed between side shield and the strengthening rib, also improved the fixed between main baffle and the strengthening rib, thereby further improved the intensity of node.

Optionally, the two sides of the main baffle are fixedly provided with connecting rods, and the opposite side of the side baffle is provided with a connecting hole in plug-in fit with the connecting rods.

Through adopting above-mentioned technical scheme, install the main baffle earlier, install the side shield again, make the connecting rod insert to the connecting hole in to improve and connected fixed stability between main baffle and the side shield, further strengthened the intensity of node.

Optionally, a plurality of locating holes penetrating through the reinforcing ring are formed in the reinforcing ring along the vertical direction, a plurality of fixing holes penetrating through the reinforcing ring are formed in the side baffle and the main baffle along the vertical direction, the locating holes correspond to the fixing holes one to one, and locating rods are inserted between the fixing holes and the locating holes.

Through adopting above-mentioned technical scheme, when installing main baffle and side shield, make locating hole and fixed orifices align, then pass the locating lever between locating hole and the fixed orifices again to strengthen the fixed effect between beaded finish and the side shield, also strengthened the fixed effect between beaded finish and the main baffle.

Optionally, the main insertion rod penetrates through the side wall of the main pipe from the inside of the main insertion hole and is inserted into the main pipe, and the building glue is injected into the main pipe.

Through adopting above-mentioned technical scheme, all install the back when side shield and main baffle, inject the building glue in to being responsible for again to having improved and being responsible for and being connected fixed effect between the inserted bar, for main inserted bar and being responsible for between provide good fastness, and for main baffle and side shield provide higher intensity, make when concreting, main baffle and the difficult phenomenon that takes place the deformation of side shield.

Optionally, a sealing ring is fixedly arranged on the inner wall of the main pipe at the main jack.

Through adopting above-mentioned technical scheme, the sealing washer has improved the leakproofness between main inserted bar and the person in charge, makes the building glue be difficult for flowing out from the position department of main jack.

In summary, the present application includes at least one of the following beneficial technical effects:

1. the cross beam is additionally provided with the reinforcing ring, the vertical beam is additionally provided with the reinforcing rib, and the reinforcing ring is arranged outside the reinforcing rib in a surrounding manner, so that the effect of improving the strength of the node is achieved;

2. the side baffles and the main baffle are arranged between the reinforcing rings at intervals, so that the effect of supporting the reinforcing rings is achieved, meanwhile, the effect of sharing stress on the reinforcing rings is achieved, and the strength of the node is further improved;

3. the inboard of side shield and main baffle node all is provided with main inserted bar, through main inserted bar and the grafting cooperation between being responsible for, the stability of the main baffle of reinforcing and side shield.

Drawings

FIG. 1 is a schematic structural view of a beam-column joint reinforcement structure according to the present document;

FIG. 2 is an exploded view at the node of the present document;

FIG. 3 is a schematic structural diagram of a main baffle;

FIG. 4 is a schematic view showing the structure of a side dam.

Description of reference numerals: 1. erecting a beam; 11. reinforcing ribs; 111. a sub-jack; 2. a cross beam; 21. a reinforcement ring; 211. positioning holes; 4. a main baffle; 41. a connecting rod; 5. a side dam; 51. connecting holes; 6. a main insertion rod; 7. a main pipe; 71. a main jack; 72. a seal ring; 8. an auxiliary insertion rod; 9. a fixing hole; 91. positioning a rod; 10. and (4) nodes.

Detailed Description

The present application is described in further detail below with reference to figures 1-4.

The embodiment of the application discloses beam column node additional strengthening.

Referring to fig. 1 and 2, a beam column node additional strengthening includes erects roof beam 1 and crossbeam 2, erects roof beam 1 and sets up along vertical direction, and crossbeam 2 sets up along the horizontal direction, has set firmly many strengthening ribs 11 at the top of erecting roof beam 1, and in this application file, strengthening rib 11 is provided with four, and four strengthening ribs 11 are located the four corners position of erecting roof beam 1 top. One end of crossbeam 2 sets firmly has the beaded finish 21, and beaded finish 21 is around setting up in the outside of strengthening rib 11, and in this application file, beaded finish 21 is provided with threely, and even interval sets up between the three beaded finish 21. With beaded finish 21 around setting up in the outside of strengthening rib 11, pour cement to erecting roof beam 1 directly over again and constitute node 10, connect fixedly erecting roof beam 1 and crossbeam 2 through node 10, strengthening rib 11 has improved the ascending intensity of node 10 department vertical side, and beaded finish 21 has improved the ascending intensity of node 10 department horizontal direction to the effect of improving node 10 department intensity has been realized.

A main baffle 4 is arranged on one side of the node 10 far away from the cross beam 2, and side baffles 5 are arranged on two sides of the node 10. Main baffle 4 and side shield 5 all are located between the beaded finish 21, main baffle 4 and side shield 5 have set firmly main inserted bar 6 in the one side that is close to in the node 10, the top of erecting roof beam 1 has set firmly and is responsible for 7, the inside of being responsible for 7 is hollow structure, and the top of being responsible for 7 link up with inside mutually, the lateral wall of being responsible for 7 has seted up a plurality ofly and has been pegged graft complex main jack 71 with main inserted bar 6, main inserted bar 6 passes the lateral wall of being responsible for 7 from main jack 71 and inserts to the inside of being responsible for 7, it has set firmly sealing washer 72 to be responsible for 7 at the inner wall paste of main jack 71, thereby make when pouring into the building glue into in being responsible for 7, the building glue is difficult for flowing out from main jack 71. Install strengthening rib 11 and beaded finish 21 after, install main baffle 4 and side shield 5 again, make main baffle 4 be located between the beaded finish 21, and make the upper surface and the lower surface of main baffle 4 all with the beaded finish 21 butt, make the upper surface and the lower surface of side shield 5 also with the beaded finish 21 butt, make main inserted bar 6 insert to being responsible for in 7 simultaneously, inject the building glue again into being responsible for 7, and then fix between being responsible for 7 and the main inserted bar 6, main baffle 4 and side shield 5 have provided good supporting effect for the beaded finish 21, also play the effect that the atress was shared for the beaded finish 21, make beaded finish 21 non-deformable, the intensity of node 10 department has further been improved.

Referring to fig. 2, 3 and 4, the main baffle 4 and the side baffle 5 are fixedly provided with auxiliary insertion rods 8 on one surfaces facing the inside of the node 10, the auxiliary insertion rods 8 are positioned on two sides of the main baffle 4 and the side baffle 5, the reinforcing ribs 11 are provided with a plurality of auxiliary insertion holes 111 along the length direction of the reinforcing ribs, and the auxiliary insertion rods 8 correspond to the auxiliary insertion holes 111 one to one. When the main baffle 4 is installed between the reinforcing rings 21, the auxiliary insertion rods 8 on the two sides are inserted into the auxiliary insertion holes 111, so that the stability and the strength between the main baffle 4 and the reinforcing ribs 11 are improved; when the side baffle 5 is installed, the auxiliary insertion rod 8 is inserted into the auxiliary insertion hole 111, so that the stability and the strength between the side baffle 5 and the reinforcing ribs 11 are improved, and the strength of the node 10 is further enhanced.

Referring to fig. 3 and 4, the connecting rods 41 are fixedly arranged on both sides of the main baffle 4, and the side baffle 5 is provided with connecting holes 51 which are in plug-in fit with the connecting rods 41 at a position close to the main baffle 4. When installing main baffle 4 and side shield 5, install side shield 5 earlier, then install main baffle 4 again, make connecting rod 41 insert to the connecting hole 51 in to stability between main baffle 4 and the side shield 5 has been improved, the intensity of node 10 department has further been improved.

Referring to fig. 2, 3 and 4, the reinforcing ring 21 is provided with a plurality of positioning holes 211 penetrating through the reinforcing ring along the vertical direction, and the positioning holes 211 are uniformly spaced; main baffle 4 and side shield 5 all set up a plurality of fixed orificess 9 that run through self along vertical direction, to the installation completion back between main baffle 4 and the side shield 5, locating hole 211 and fixed orifices 9 align one by one, and it has locating lever 91 to peg graft in locating hole 211 in fixed orifices 9. Through above structure, improved the steadiness between main bezel 4 and beaded finish 21, also improved the steadiness between side bezel 5 and beaded finish 21 to the intensity of node 10 department has further been improved.

The implementation principle of the beam column node reinforcing structure provided by the embodiment of the application is as follows: add strengthening rib 11 on the top of erecting roof beam 1, crossbeam 2 is close to the one end of erecting roof beam 1 and adds beaded finish 21 to make beaded finish 21 around setting up in the outside of beaded finish 21, and add main baffle 4 and side shield 5 between beaded finish 21, thereby realized the purpose that improves node 10 department intensity through above structure.

The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.

Claims

1. The utility model provides a beam column node additional strengthening which characterized in that: including erecting roof beam (1) and crossbeam (2), the top of erecting roof beam (1) has set firmly many strengthening ribs (11), and crossbeam (2) is provided with many beaded finish (21) with the one side of erecting roof beam (1) and being connected, the both ends of beaded finish (21) and the tip fixed connection of crossbeam (2), and beaded finish (21) are around setting up the outside at strengthening rib (11).

2. A beam column node reinforcement structure according to claim 1, wherein: the side baffles (5) are arranged on two sides of the reinforcing ring (21), the main baffle (4) is arranged on one side, away from the cross beam (2), of the reinforcing ring (21), and the side baffles (5) and the main baffle (4) are distributed between the reinforcing ring (21) at intervals.

3. A beam column node reinforcement structure according to claim 2, wherein: the top of erecting roof beam (1) has set firmly and is responsible for (7), and a plurality of main jack (71) have been seted up to the circumference lateral wall of being responsible for (7), and one side that side shield (5) and main baffle (4) are close to being responsible for (7) has set firmly a plurality of main inserted bars (6) with main jack (71) one-to-one, and main inserted bar (6) are pegged graft with main jack (71) and are cooperated.

4. A beam column node reinforcement structure according to claim 2, wherein: a plurality of auxiliary insertion holes (111) are formed in the reinforcing ribs (11) along the length direction of the reinforcing ribs, a plurality of auxiliary insertion rods (8) are fixedly arranged on one side, close to the main pipe (7), of the side baffle (5) and the main baffle (4), the auxiliary insertion rods (8) correspond to the auxiliary insertion holes (111) in a one-to-one mode, and the auxiliary insertion rods (8) are mutually matched with the auxiliary insertion holes (111) in an inserted mode.

5. A beam column node reinforcement structure according to claim 2, wherein: the connecting rods (41) are fixedly arranged on two sides of the main baffle (4), and the connecting holes (51) matched with the connecting rods (41) in an inserted mode are formed in the opposite sides of the side baffles (5).

6. A beam column node reinforcement structure according to claim 2, wherein: a plurality of locating holes (211) that run through self are seted up along vertical direction in beaded finish (21), and a plurality of fixed orificess (9) that run through self are all seted up along vertical direction in side shield (5) and main baffle (4), and locating hole (211) and fixed orifices (9) one-to-one, it has locating lever (91) to peg graft between fixed orifices (9) and locating hole (211).

7. A beam column node reinforcement structure according to claim 3, wherein: the main insertion rod (6) penetrates through the side wall of the main pipe (7) from the interior of the main insertion hole (71) and is inserted into the main pipe (7), and building glue is injected into the main pipe (7).

8. A beam column node reinforcement structure according to claim 3, wherein: and a sealing ring (72) is fixedly arranged on the inner wall of the main pipe (7) at the main insertion hole (71).