CN217419996U

CN217419996U - Connecting structure between cast-in-place wall and horizontal beam

Info

Publication number: CN217419996U
Application number: CN202221546011.6U
Authority: CN
Inventors: 马春辉; 翁威; 张雪; 段晓庆
Original assignee: Huayu Architectural Design Co ltd
Current assignee: Huayu Architectural Design Co ltd
Priority date: 2022-06-20
Filing date: 2022-06-20
Publication date: 2022-09-13
Anticipated expiration: 2032-06-20

Abstract

The utility model discloses a connecting structure between a cast-in-place wall and a horizontal beam, which comprises an upper reinforced beam plate, a lower reinforced beam plate and anti-seismic frame columns, wherein anti-seismic frame columns are built between the upper reinforced beam plate and the lower reinforced beam plate, vertical distribution ribs are anchored between the upper reinforced beam plate and the lower reinforced beam plate between the two anti-seismic frame columns, horizontal distribution ribs are transversely anchored between the two anti-seismic frame columns, and prefabricated partition plates are anchored between the two anti-seismic frame columns; the construction is simple, the stress is clear, the scheme of the isolation plate is adopted, the rigidity of the structure can be kept unchanged, the model calculated according to the original design is stressed, in addition, the construction requirement on the site is very low, other measures such as fixing an extruded sheet are reduced, the isolation member does not need to be worried about to move in the process of stirring concrete by vibration, the isolation plate can be adopted to ensure the indoor smoothness, the manufacturing cost is saved, the construction period can be shortened, the material cost, the construction cost and the time cost are saved, and the structure safety is ensured.

Description

Connecting structure between cast-in-place wall and horizontal beam

Technical Field

The utility model relates to a building structure technical field, concrete field is a connection structure between cast-in-place wall and the horizontal beam.

Background

Along with the improvement of the requirement on the waterproof quality of the outer wall and the application of an aluminum mould technology, more and more multi-storey and high-rise residential projects adopt the full cast-in-place concrete outer wall. In the existing construction process, extruded sheets and the like are mostly arranged between an original beam and a concrete cast-in-place outer wall to block direct connection, but in the actual construction process, the cast-in-place outer wall and an original structural member are cast into a whole due to the fact that the extruded sheets and the like are difficult to fix, the original structural rigidity is changed, the stress of a model cannot be calculated according to the original structure during earthquake, the whole is influenced, and in order to enable the cast-in-place concrete outer wall to meet the structural design assumption, a shear wall and a concrete construction wall need to be separated from the stress performance.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to provide a connection structure between cast-in-place wall and the horizontal beam to solve the problem that proposes among the above-mentioned background art.

In order to achieve the above object, the utility model provides a following technical scheme:

the utility model provides a connection structure between cast-in-place wall and horizontal beam, includes reinforced beam slab, lower reinforced beam slab and antidetonation frame post, go up reinforced beam slab and build by laying bricks or stones between the reinforced beam slab down and have antidetonation frame post, two last reinforced beam slab and the lower reinforced beam slab of antidetonation frame between the anchor have vertical distribution muscle, two antidetonation frame between the horizontal anchor of intercolumniation frame post have a prefabricated division board, prefabricated division board is two, vertical distribution muscle and horizontal distribution muscle are located between two prefabricated division boards, two the intracavity packing of the interval of prefabricated division board have the concrete obturator.

Preferably, an upper concrete beam plate is arranged above the upper reinforced beam plate in a building mode.

Preferably, the design intensity demand that vertical distribution muscle and horizontal distribution muscle are all installed distributes, vertical distribution muscle and horizontal distribution muscle mutually perpendicular, the intersect fixed connection of vertical distribution muscle and horizontal distribution muscle.

Preferably, vertical distribution muscle and horizontal distribution muscle are preceding aspect and back aspect, correspond the aspect vertical distribution muscle be located the inboard of horizontal distribution muscle.

Preferably, a middle-placed PVC pipe is embedded in the concrete filling body, and the PVC pipe is attached to the inner wall of the anti-seismic frame column.

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

the utility model provides a connection structure between cast-in-place wall and horizontal beam, the construction is simple, the atress is clear and definite, because the scheme of adopting the division board, can make the rigidity of structure not change, the model that calculates according to original design comes the atress, in addition, the construction requirement to the scene is very low, other measures such as fixed extruded sheet have been reduced, need not worry the removal of isolation component in the vibrations stirring concrete process, adopt the division board can also make indoor level and smooth, and save the cost, and can shorten the time limit for a project, material cost, construction cost and time cost are saved, guarantee structure safety.

Drawings

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

FIG. 2 is a schematic view of the right lower half section structure of the present invention;

FIG. 3 is a left sectional view of the upper half of the present invention;

FIG. 4 is a schematic view of the cross-sectional structure of the left side of the middle part of the present invention;

fig. 5 is a schematic view of the outer frame structure of the present invention.

In the figure: 1. lower reinforcing bar beam slab, 2, go up reinforcing bar beam slab, 3, antidetonation frame post, 4, go up concrete beam slab, 5, vertical distribution muscle, 6, horizontal distribution muscle, 7, concrete obturator, 8, prefabricated division board, 9, put the PVC pipe in.

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 work belong to the protection scope of the present invention.

Referring to fig. 1-5, the present invention provides a technical solution: the utility model provides a connection structure between cast-in-place wall and horizontal beam, includes reinforced beam slab 2, lower reinforced beam slab 1 and antidetonation frame post 3, go up reinforced beam slab 2 and build by laying bricks or stones with lower reinforced beam slab 1 within a definite time and have antidetonation frame post 3, two 3 between of antidetonation frame post go up reinforced

beam slab

2 and 1 between the anchoring of lower reinforced beam slab have vertical distribution muscle 5, two 3 between horizontal anchoring of antidetonation frame post have horizontal distribution muscle 6, two 3 between the anchoring of antidetonation frame post have prefabricated division board 8, prefabricated division board 8 is two, vertical distribution muscle 5 and horizontal distribution muscle 6 are located between two prefabricated division boards 8, two 8 between the intracavity fill of prefabricated division board 8 have concrete packing 7.

Go up reinforced beam slab 2, lower reinforced beam slab 1 is current masonry structure with antidetonation frame post 3, through inside anchoring horizontal distribution muscle 6 and vertical distribution muscle 5, can effectively carry out the internal strength to concrete obturator 7 and support, and increase holistic intensity, concrete obturator 7 cooperation horizontal distribution muscle 6 and vertical distribution muscle 5, can wholly bear the weight of overall structure's stress, prefabricated division board 8 is through the structure and the mounted position of self, treat and carry out effectual constitution through concrete filling space and seal the cavity structure, make things convenient for the packing of concrete, vibrations are filled in reality.

Specifically, an upper concrete beam plate 4 is laid above the upper reinforcing beam plate 2.

And a building foundation is provided for the building structure on the upper concrete beam plate 4 through the built upper concrete beam plate.

Particularly, vertical distribution muscle 5 all installs design intensity demand distribution with horizontal distribution muscle 6,

vertical distribution muscle

5 and 6 mutually perpendicular of horizontal distribution muscle,

vertical distribution muscle

5 and 6 intersect fixed connection of horizontal distribution muscle.

Through vertical distribution muscle 5 and the perpendicular distribution of thinking back of horizontal distribution muscle 6, when guaranteeing whole atress, conduction that can disperse more, and different building structure is different to the density demand of horizontal distribution muscle 6 with vertical distribution muscle 5, and adaptation design demand can effectual assurance intensity, and the fixed connection of intersect constitutes whole atress distribution structure.

Specifically, vertical distribution muscle 5 is preceding aspect and back aspect with horizontal distribution muscle 6, corresponds the aspect vertical distribution muscle 5 be located horizontal distribution muscle 6 inboard.

Through the double-deck setting of horizontal distribution muscle 6 and vertical distribution muscle 5, can further increase holistic bearing strength, and be located the inboard that horizontal distribution goes on through vertical distribution muscle 5, protect vertical distribution muscle 5 that mainly carries out the load.

Specifically, a middle-mounted PVC pipe 9 is embedded in the concrete filling body 7, and the PVC pipe is attached to the inner wall of the anti-seismic frame column 3.

Through putting PVC pipe 9 in the setting, absorb the stress deformation that produces when whole structure's internal wiring and humiture change, increase the wholeness.

The working principle is as follows: during the use, at first the lower surface of last reinforcing bar roof beam board 2, anchoring hole is seted up to the upper surface of lower reinforcing bar roof beam board 1 and the medial surface of antidetonation frame post 3, and vertical distribution muscle 5 carries out effectual anchoring with the 6 installation demands of horizontal distribution muscle, and fix the intersect, put PVC pipe 9 in simultaneously and be fixed in between the horizontal distribution muscle 6, then with prefabricated division board 8 anchoring in last reinforcing bar roof beam board 2, in the frame mouth that lower reinforcing bar roof beam board 1 and antidetonation frame constitute, constitute the cavity, then in leading-in the cavity with the concrete, coat horizontal distribution muscle 6 and vertical distribution muscle 5, and through outside vibrator, make the effectual real of filling of inside concrete.

Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.

Claims

1. The utility model provides a connection structure between cast-in-place wall and horizontal beam, includes reinforced beam slab (2), lower reinforced beam slab (1) and antidetonation frame post (3), its characterized in that: go up reinforced beam board (2) and lower reinforced beam board (1) and build by laying bricks or stones between have antidetonation frame post (3), two last reinforced beam board (2) between antidetonation frame post (3) and lower reinforced beam board (1) within a definite time the anchor have vertical distribution muscle (5), two antidetonation frame post (3) within a definite time horizontal anchor have horizontal distribution muscle (6), two antidetonation frame post (3) within a definite time the anchor have prefabricated division board (8), prefabricated division board (8) are two, vertical distribution muscle (5) and horizontal distribution muscle (6) are located between two prefabricated division boards (8), two the intracavity fill between prefabricated division board (8) have concrete packing (7).

2. The connecting structure between a cast-in-place wall and a horizontal beam of claim 1, wherein: an upper concrete beam plate (4) is arranged above the upper reinforced beam plate (2).

3. The connection structure between cast-in-place wall and horizontal beam of claim 1, characterized in that: vertical distribution muscle (5) and horizontal distribution muscle (6) are all installed design intensity demand and are distributed, vertical distribution muscle (5) and horizontal distribution muscle (6) mutually perpendicular, the crosspoint fixed connection of vertical distribution muscle (5) and horizontal distribution muscle (6).

4. A connecting structure between a cast-in-place wall and a horizontal beam according to claim 3, characterized in that: vertical distribution muscle (5) and horizontal distribution muscle (6) are preceding aspect and back aspect, correspond the aspect vertical distribution muscle (5) be located the inboard of horizontal distribution muscle (6).

5. The connection structure between a cast-in-place wall and a horizontal beam of claim 4, wherein: a middle-arranged PVC pipe (9) is buried in the concrete filling body (7), and the PVC pipe is attached to the inner wall of the anti-seismic frame column (3).