CN210263518U

CN210263518U - Assembled concrete frame structure of cutting

Info

Publication number: CN210263518U
Application number: CN201921108815.6U
Authority: CN
Inventors: 赵天兵
Original assignee: Individual
Current assignee: Individual
Priority date: 2019-07-16
Filing date: 2019-07-16
Publication date: 2020-04-07
Anticipated expiration: 2029-07-16

Abstract

The utility model relates to an assembly type structure technical field just discloses an assembly type concrete frame structure of cutting, including shear force wall and two stands, two logical groove, two have all been seted up to the relative one side of stand logical groove respectively with the left and right sides joint of shear force wall, the draw-in groove has all been seted up, two to the relative both sides of logical groove equal joint has the limiting plate, two in the draw-in groove the relative one end of limiting plate respectively with the relative both sides fixed connection of shear force wall, logical groove all sets up a plurality of evenly distributed's rectangular channel with the relative one side of limiting plate, lead to groove and a plurality of rectangular channel and constitute jointly and pour the room. The utility model discloses, can pour the concrete fast when the structure is cut to the installation frame and consolidate, need not to build the template when pouring moreover, can continue the construction among the concrete hardening process, improved assembly type structure's assembly rate.

Description

Assembled concrete frame structure of cutting

Technical Field

The utility model relates to an assembly type structure technical field especially relates to an assembly type concrete frame shear structure.

Background

With the development of modern industrial technology, building houses can be manufactured in batches and sets like machine production. The prefabricated house components are transported to a construction site to be assembled. The bearing structure is a frame structure system composed of columns and beams, a floor slab and non-bearing inner and outer wall plates, and a bearing plate-column structure system composed of columns and floor slab, wherein the inner and outer wall plates are non-bearing.

Among the prior art, shear force wall mainly bears the horizontal load that wind load or earthquake action arouse and the wall body of vertical load among the assembly type structure, but current frame shear structure connection structure is comparatively simple, can't be even as an organic whole with frame shear structure fast, and when pouring the concrete, still need build the template and just can pour, has reduced the assembly speed of building.

SUMMERY OF THE UTILITY MODEL

The utility model aims at solving among the prior art frame of assembly type structure and cutting structure connection structure comparatively simple, can't even be as an organic whole with frame shear structure fast, when concreting, still need build the template and just can pour, reduced the problem of the assembly speed of building, and the assembly type concrete frame shear structure who provides.

In order to achieve the above purpose, the utility model adopts the following technical scheme:

the utility model provides an assembled concrete frame shear structure, includes shear force wall and two stands, two logical groove, two have all been seted up to the relative one side of stand lead to the groove respectively with the left and right sides joint of shear force wall, lead to the relative both sides of groove and all seted up the draw-in groove, two equal joint has the limiting plate, two in the draw-in groove the relative one end of limiting plate respectively with the relative both sides fixed connection of shear force wall, lead to the groove and all set up a plurality of evenly distributed's rectangular channel with the relative one side of limiting plate, lead to groove and a plurality of rectangular channel and constitute jointly and pour the room.

Preferably, the through groove is vertically provided with a fixing rod, two opposite sides of the fixing rod are fixedly connected with a plurality of connecting rods, and the connecting rods extend into a plurality of rectangular grooves respectively.

Preferably, the upper end of the fixed rod is fixedly connected with a clamping block, one side of the through groove is provided with a limiting groove, and the limiting groove is clamped with the clamping block.

Preferably, the shear wall is internally and vertically provided with a support rod, the rod wall of the support rod is transversely and fixedly connected with a plurality of reinforcing ribs which are uniformly distributed, and two reinforcing rods which are of a splayed structure are fixedly connected between every two adjacent reinforcing ribs.

Preferably, the upper side of the rectangular groove is obliquely provided with an inclined surface.

Preferably, a plurality of strip-shaped grooves are formed in the upper end of the shear wall.

Compared with the prior art, the utility model provides an assembled concrete frame structure of cutting possesses following beneficial effect:

1. this structure is cut to assembled concrete frame through stand, shear force wall, logical groove, limiting plate, draw-in groove, dead lever, fixture block, spacing groove, connecting rod and the rectangular channel that is equipped with, can consolidate the shear force wall at the indoor concreting of pouring, need not to set up the template when pouring moreover, can continue the construction in the concrete hardening process, has improved the assembly speed of building.

2. This structure is cut to assembled concrete frame, bracing piece, strengthening rib and the stiffener through being equipped with, the bracing piece in the shear force wall can bear the vertical load of structure is cut to the frame, and strengthening rib and stiffener can increase the horizontal load of structure is cut to the frame, the effectual fastness that improves the structure is cut to assembled building frame.

The part that does not relate to among the device all is the same with prior art or can adopt prior art to realize, the utility model discloses, can pour the concrete fast when the installation frame is cut the structure and consolidate, need not to build the template when pouring moreover, can continue the construction among the concrete hardening process, improved the assembly rate of prefabricated building.

Drawings

Fig. 1 is a schematic structural diagram of an assembled concrete frame shear structure provided by the present invention;

fig. 2 is a schematic top view of a column and a shear wall in an assembled concrete frame shear structure according to the present invention;

fig. 3 is the utility model provides an internal structure schematic diagram of shear wall among assembled concrete frame shear structure.

In the figure: the concrete column comprises a vertical column 1, a clamping block 2, a fixing rod 3, a through groove 4, a strip-shaped groove 5, a shear wall 6, a limiting plate 7, an inclined plane 8, a connecting rod 9, a rectangular groove 10, a pouring chamber 11, a reinforcing rod 12, a reinforcing rib 13 and a supporting rod 14.

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.

In the description of the present invention, it is to be understood that the terms "upper", "lower", "front", "rear", "left", "right", "inner", "outer", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplicity of description, and do not indicate or imply that the device or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus, should not be construed as limiting the present invention.

Referring to fig. 1-3, an assembled concrete frame shear structure comprises a shear wall 6 and two columns 1, wherein one side of each column 1 is provided with a through groove 4, the two through grooves 4 are respectively clamped with the left side and the right side of the shear wall 6, the two sides of each through groove 4 are provided with clamping grooves, two clamping grooves are respectively clamped with a limiting plate 7, one end of each limiting plate 7 opposite to the shear wall 6 is fixedly connected with the two sides of each shear wall 6, one side of each through groove 4 opposite to the limiting plate 7 is provided with a plurality of uniformly distributed rectangular grooves 10, the through grooves 4 and the rectangular grooves 10 jointly form a pouring chamber 11, a fixing rod 3 is vertically arranged in each through groove 4, two sides of each fixing rod 3 opposite to each other are fixedly connected with a plurality of connecting rods 9, the connecting rods 9 respectively extend into the rectangular grooves 10, and after concrete poured in the through grooves 4 is hardened, the concrete block can enable the columns, The through groove 4, the fixed rod 3, the connecting rod 9, the rectangular groove 10 and the shear wall are connected into a whole, no template is required to be built during pouring, the upper end of the fixed rod 3 is fixedly connected with the clamping block 2, one side of the through groove 4 is provided with a limiting groove which is clamped with the clamping block 2, the fixed rod 3 is convenient to position and concrete is convenient to pour, a supporting rod 14 is vertically arranged in the shear wall 6, the rod wall of the supporting rod 14 is transversely and fixedly connected with a plurality of reinforcing ribs 13 which are uniformly distributed, wherein the stiffener 12 of two splayed structures of equal fixedly connected with between two adjacent strengthening ribs 13, bracing piece 14 can bear the vertical load of frame shear structure, and strengthening rib 13 and stiffener 12 can increase the horizontal load of frame shear structure, and inclined plane 8 has been seted up in the upside slope of rectangular channel 10, and the concrete of being convenient for gets into logical inslot, and a plurality of bar grooves 5 have been seted up to the upper end of shear force wall 6, are convenient for pack the crossbeam that fragment of brick and concrete connection assembly type structure.

In the utility model, when in use, the upright post 1 is connected with the building foundation, the shear wall 6 is inserted into the through groove 4, the limit plate 7 is inserted into the clamping groove, the installation of the shear wall can be completed, the fixed rod 3 is inserted into the through groove 4, the fixed rod 3 is rotated in the through groove 4, the clamping block 2 is clamped with the limit groove, the connecting rod 9 on the fixed rod 3 is inserted into the rectangular groove 10 after clamping, the concrete can be poured in the pouring chamber 11 to reinforce the shear wall, after the concrete is hardened, the upright post 1, the through groove 4, the fixed rod 3, the connecting rod 9, the rectangular groove 10 and the shear wall can be connected into a whole by the concrete block, no template is required to be built during pouring, construction can be continued in the concrete hardening process, the assembly speed of the building is improved, the support rod 14 arranged in the shear wall 6 can bear the vertical load of the frame shear structure, the reinforcing ribs 13 and the reinforcing rods 12 can increase the transverse load, the firmness of the assembled building frame shear structure is effectively improved.

The above, only be the concrete implementation of the preferred embodiment of the present invention, but the protection scope of the present invention is not limited thereto, and any person skilled in the art is in the technical scope of the present invention, according to the technical solution of the present invention and the utility model, the concept of which is equivalent to replace or change, should be covered within the protection scope of the present invention.

Claims

1. The utility model provides a structure is cut to assembled concrete frame, includes shear force wall (6) and two stand (1), its characterized in that, two logical groove (4), two have all been seted up to stand (1) relative one side lead to groove (4) respectively with the left and right sides joint of shear force wall (6), lead to the relative both sides of groove (4) and all seted up the draw-in groove, two equal joint has limiting plate (7), two in the draw-in groove the relative one end of limiting plate (7) respectively with the relative both sides fixed connection of shear force wall (6), lead to groove (4) and all seted up a plurality of evenly distributed's rectangular channel (10) with the relative one side of limiting plate (7), lead to groove (4) and a plurality of rectangular channel (10) and constitute jointly and pour room (11).

2. An assembled concrete frame shear structure as claimed in claim 1, wherein the through slots (4) are vertically provided with fixing rods (3), a plurality of connecting rods (9) are fixedly connected to opposite sides of the fixing rods (3), and the connecting rods (9) extend into the rectangular slots (10).

3. The structure is as claimed in claim 2, wherein the upper end of the fixing rod (3) is fixedly connected with a fixture block (2), one side of the through groove (4) is provided with a limit groove, and the limit groove is clamped with the fixture block (2).

4. An assembled concrete frame shear structure according to claim 1, wherein a support rod (14) is vertically arranged in the shear wall (6), a plurality of reinforcing ribs (13) which are uniformly distributed are transversely and fixedly connected to the rod wall of the support rod (14), and two reinforcing rods (12) with splayed structures are fixedly connected between every two adjacent reinforcing ribs (13).

5. An assembled concrete frame shear structure according to claim 1, wherein the upper side of the rectangular groove (10) is inclined with an inclined surface (8).

6. The fabricated concrete frame shear structure of claim 1, wherein the upper end of the shear wall (6) is provided with a plurality of strip-shaped grooves (5).