CN213897486U

CN213897486U - Beam column node pouring structure

Info

Publication number: CN213897486U
Application number: CN202021948382.8U
Authority: CN
Inventors: 周雪梅
Original assignee: Chongqing Construction Ninth Engineering Co ltd
Current assignee: Chongqing Construction Ninth Engineering Co ltd
Priority date: 2020-09-08
Filing date: 2020-09-08
Publication date: 2021-08-06
Anticipated expiration: 2030-09-08

Abstract

The utility model provides a beam column node pouring structure, especially, relate to beam column node pouring structure equipment field, in pouring required diaphragm capsule, partition panel has been added between post district and beam district, partition panel opens the through-hole that supplies the muscle to pass, can guarantee to cut off post district and beam district under the condition that does not influence reinforcing bar position and form, the connecting rod that has the cone head has been set up on the partition panel, the connecting rod can be inserted in the concrete of post district and beam district, connect post district, partition panel and beam district after the concrete sets up, side pouring structure pours the cylinder earlier when pouring, reuse partition panel cuts off, pour the beam body again, make the beam column connect at last, pouring operation is simple and convenient, building pouring efficiency is improved; the beam column node that pours cuts off the effect ideal, and the partition panel can separation post district and beam area, prevents that post district and beam area from mixing to cause beam column node intensity inequality and lead to the node to split and decrease, is worth the pouring structure who popularizes and applies.

Description

Beam column node pouring structure

Technical Field

The utility model relates to a beam column node building field especially relates to a beam column node pouring structure.

Background

Frame construction mainly has the roof beam, post and beam column plus some to construct and form, belong to the widest structural style among the building engineering, the beam column node is the position that roof beam and post handing-over, the concrete that roof beam and post were pour has the difference of intensity, divide into high strength district and low strength district, and need connect roof beam and post again when pouring, the concrete mixture that the intensity is different concentrates on the beam column node, can lead to stress inhomogeneous, cause beam column kneck breach or damage easily.

Generally, an iron net is added between a column area and a beam area for division, but the iron net cannot be completely divided, so that the separation effect of the iron net is not ideal. Therefore, a beam column node pouring structure which is simple to operate and ideal in partition effect when a beam column node is found and poured needs to be manufactured.

SUMMERY OF THE UTILITY MODEL

To exist not enough among the prior art, the utility model provides a cut off the effect ideal, pour easy operation's beam column node pouring structure.

According to the utility model discloses an embodiment: the utility model provides a beam column node pouring structure, includes a plurality of reinforcing bars and diaphragm capsule, the diaphragm capsule includes the post district and the beam district that communicate each other, the reinforcing bar is arranged in the diaphragm capsule, post district and beam district are equipped with the partition panel, be equipped with the confession on the partition panel the through-hole that the reinforcing bar passed, a plurality of connecting rods have all been set firmly on the partition panel two sides, the tip of connecting rod is equipped with the cone head.

Contrast prior art, the utility model discloses following beneficial effect has:

in a required mould box for pouring, a partition plate is added between a column area and a beam area, the partition plate is provided with a through hole for a rib to pass through, so that the column area and the beam area can be partitioned without influencing the position and the shape of the reinforcing steel bar, a connecting rod with a conical head is arranged on the partition plate, the connecting rod can be inserted into concrete in the column area and the beam area, the column area, the partition plate and the beam area are connected after the concrete is solidified, a column body is poured firstly in a side pouring structure during pouring, then the partition plate is used for partitioning, then a beam body is poured, finally the beam and the column are connected, the pouring operation is simple and convenient, and the building pouring efficiency is improved; the beam column node that pours cuts off the effect ideal, and the partition panel can separation post district and beam area, prevents that post district and beam area from mixing to cause beam column node intensity inequality and lead to the node to split and decrease, is worth the pouring structure who popularizes and applies.

Furthermore, the side face of the partition panel is provided with a supporting part for supporting the partition panel in the column area and the beam area.

Further, the conical head is a cone.

Further, the connecting rods are uniformly arranged on two surfaces of the partition plate.

Further, the diameter of the through hole is larger than that of the steel bar.

Further, the partition panel is a precast panel, and the material of the partition panel is concrete.

Further, the connecting rod is steel, be provided with the line on the connecting rod body of rod.

Further, the conical head is made of steel.

Drawings

Fig. 1 is a three-dimensional schematic view of a beam-column node casting structure according to an embodiment of the present invention;

fig. 2 is a schematic pouring diagram of a beam-column joint pouring structure according to an embodiment of the present invention;

FIG. 3 is an enlarged view of a portion of FIG. 2;

fig. 4 is a three-dimensional view of the partition panel of the present invention;

in the above drawings: 1. reinforcing steel bars; 2. a mold box; 21. a column region; 22. a beam region; 3. a partition panel; 31. a through hole; 32. a connecting rod; 33. a conical head; 34. a support portion.

Detailed Description

The technical solution of the present invention will be further explained with reference to the accompanying drawings and embodiments.

The embodiment of the utility model provides a beam column node pouring structure, as figure 1, including a plurality of reinforcing bars 1 and diaphragm capsule 2, diaphragm capsule 2 includes mutual intercommunication's post district 21 and beam district 22, reinforcing bar 1 arranges in diaphragm capsule 2, as figure 2, post district 21 and beam district 22 are equipped with partition panel 3, as figure 3 and figure 4, be equipped with the through-hole 31 that supplies reinforcing bar 1 to pass on partition panel 3, partition panel 3 can move on reinforcing bar 1, and through-hole 31 quantity sets up according to reinforcing bar 1 quantity and arrangement form, a plurality of connecting rods 32 have all been set firmly on partition panel 3 two sides, the tip of connecting rod 32 is equipped with cone head 33; in a required die box 2 for pouring, a partition plate 3 is added between a column area 21 and a beam area 22, the partition plate 3 is provided with a through hole 31 for a rib to pass through, so that the column area 21 and the beam area 22 can be partitioned without influencing the position and the shape of a reinforcing steel bar 1, a connecting rod 32 with a conical head 33 is arranged on the partition plate 3, the connecting rod 32 can be inserted into concrete of the column area 21 and the beam area 22, the column area 21, the partition plate 3 and the beam area 22 are connected after the concrete is solidified, a cylinder is poured firstly in a side pouring structure, then the partition plate 3 is used for partitioning, then a beam is poured, and finally the beam and the column are connected, so that the pouring operation is simple and convenient, and the building pouring efficiency is improved; the poured beam-column node is ideal in partition effect, the partition plate 3 can partition the column area 21 and the beam area 22, the phenomenon that the column area 21 and the beam area 22 are mixed to cause uneven strength of the beam-column node and cause node cracking is avoided, and the pouring structure is worthy of popularization and application.

In a further scheme, a support part 34 for supporting the partition plate 3 in the column region 21 and the beam region 22 is disposed on a side surface of the partition plate 3. The support 34 is located at the edge of the beam region 22 at the interface of the column region 21 and the beam region 22, as shown in fig. 2; pressing the partition panel 3 to the supporting portion 34 of the partition panel 3 after the beam area 22 is poured is supported at the edge of the interface of the column area 21 and the beam area 22; the movement of the strength section due to the weight of the concrete of the beam section 22 causing the partition panel 3 to be pressed down into the column section 21 is prevented.

In a further development, as shown in fig. 3, the conical head 33 is a cone in order to facilitate the insertion of the partition wall 3 into the concrete.

In a further scheme, as shown in fig. 4, the connecting rods 32 are uniformly arranged on two sides of the partition plate 3, so that the connecting force of the connecting rods 32 between the beam area 22 and the column area 21 can be ensured to be uniform to prevent occurrence, the partition plate 3 is deviated in the solidification process due to nonuniform stress, and beam-column joint gaps are caused by nonuniform stress of the partition plate 3 after solidification.

In a further aspect, as shown in fig. 2, in order to facilitate the partition board 3 to move up and down on the steel bar 1, the partition board 3 is also prevented from being installed due to a certain degree of deflection of the steel bar 1, the diameter of the through hole 31 is larger than that of the steel bar 1, the diameter of the through hole 31 is about twice that of the steel bar 1, and a gap between the through hole 31 and the steel bar 1 can be filled with a small amount of concrete, so that effective mixing of strength areas is not caused.

In a further scheme, the partition panel 3 is a prefabricated panel, and the material of the partition panel 3 is concrete.

In a further scheme, the connecting rod 32 is made of steel, as shown in fig. 3 or 4, lines are arranged on the rod body of the connecting rod 32, and the connecting force between concrete and the connecting rod 32 can be further stabilized.

In a further embodiment, the conical head 33 is made of steel.

Finally, although the present invention has been described in detail with reference to the preferred embodiments, it should be understood by those skilled in the art that the present invention can be modified or replaced by other means without departing from the spirit and scope of the present invention, which should be construed as limited only by the appended claims.

Claims

1. The utility model provides a beam column node cast structure, includes a plurality of reinforcing bars (1) and diaphragm capsule (2), diaphragm capsule (2) are including post district (21) and beam district (22) of intercommunication each other, reinforcing bar (1) are arranged in diaphragm capsule (2), its characterized in that: column district (21) and beam area (22) are equipped with partition panel (3), be equipped with the confession on partition panel (3) through-hole (31) that reinforcing bar (1) passed, partition panel (3) both sides all have set firmly a plurality of connecting rods (32), the tip of connecting rod (32) is equipped with cone head (33).

2. The beam column node casting structure of claim 1, wherein: the side face of the partition panel (3) is provided with a supporting part (34) for supporting the partition panel (3) in the column area (21) and the beam area (22).

3. The beam column node casting structure of claim 1, wherein: the conical head (33) is a cone.

4. The beam column node casting structure of claim 1, wherein: the connecting rods (32) are uniformly arranged on two surfaces of the partition plate (3).

5. The beam column node casting structure of claim 1, wherein: the diameter of the through hole (31) is larger than that of the steel bar (1).

6. The beam column node casting structure of claim 1, wherein: the partition plate (3) is a precast slab, and the partition plate (3) is made of concrete.

7. The beam column node casting structure of claim 1, wherein: the connecting rod (32) is made of steel, and lines are arranged on the rod body of the connecting rod (32).

8. The beam column node casting structure of claim 1, wherein: the conical head (33) is made of steel.