CN219387110U - Assembled integral shear wall building structure - Google Patents

Abstract

The utility model discloses an assembled integral shear wall building structure, which relates to the technical field of shear wall buildings and comprises a floor slab, wherein a shear wall is arranged above the floor slab, a wallboard inclined support is fixedly connected between the floor slab and the shear wall, two triangular supports are fixedly connected to one side, far away from the wallboard inclined support, of the shear wall, fixing frames are fixedly connected to the upper surfaces of the two triangular supports, an adjusting mechanism is arranged between the two fixing frames, two supporting rods are arranged above the adjusting mechanism, and telescopic guardrails are fixedly connected between the two supporting rods. The length and the width of the shear wall outer hanger can be adjusted according to the requirements through the adjusting mechanism, the shear wall outer hanger is fixed at a proper position to facilitate construction of the shear wall, the operation is simple, the erection and the disassembly are convenient compared with the conventional floor scaffold, the repeated erection of workers is not needed, the working intensity of the workers is reduced, and the construction efficiency is improved.

Description

Assembled integral shear wall building structure

Technical Field

The utility model relates to the technical field of shear wall building, in particular to an assembled integral shear wall building structure.

Background

The shear wall structure is characterized in that reinforced concrete wallboards are used for replacing beam columns in a frame structure, the assembled integral type concrete structure in China at present mainly comprises an assembled integral type frame structure, an assembled integral type shear wall structure and the like, and the assembled integral type shear wall structure is mainly applied in China at present. The construction in later period needs workers to erect a scaffold outside the wall, and as the outer wall of the structural system is mostly precast concrete wallboards, the conventional lower foot hand frame has large consumption of turnover materials and difficult setting of wall connecting pieces; the adoption of the profile steel overhanging scaffold has the advantages that the turnover material is large, the profile steel cannot pass through the precast concrete wallboard to be laid, or a profile steel hole is reserved in the precast concrete wallboard, so that inconvenience is brought to construction, quality common problems such as leakage are easily caused, and the like, and therefore, the outer hanging frame for assembling the integral shear wall building structure is derived.

When the existing external hanging frame for assembling the integral shear wall building structure is used, the length and the width cannot be adjusted according to the requirements, the external hanging frame is inconvenient to use, workers are required to erect repeatedly, the working intensity of the workers is increased, and the construction efficiency is reduced; to this end, we provide an assembled monolithic shear wall building structure that solves the above problems.

Disclosure of Invention

The utility model aims to make up the defects of the prior art and provides an assembled integral shear wall building structure.

In order to achieve the above purpose, the present utility model provides the following technical solutions: the utility model provides an assembled integral shear wall building structure, includes the floor, the top of floor is provided with the shear force wall, fixedly connected with wallboard oblique support between floor and the shear force wall, one side fixedly connected with two triangular supports frame of wallboard oblique support is kept away from to the shear force wall, two equal fixedly connected with mount of upper surface of triangular supports frame, two be provided with adjustment mechanism between the mount, adjustment mechanism's top is provided with two bracing pieces, two fixedly connected with flexible guardrail between the bracing piece.

Further, adjustment mechanism includes two first sliders, two the bar groove has all been seted up to one side that the mount is close to each other, two the inside in bar groove is all fixedly connected with dead lever, the surface and the first slider sliding connection of dead lever.

Further, two the articulated second telescopic link that has between the dead lever, the inside of second telescopic link articulates there is first telescopic link, two the equal fixedly connected with slide bar of upper surface of first slider, the both ends of first telescopic link all rotate with the surface of slide bar and are connected.

Further, through grooves are formed in the upper surfaces of the two fixing frames, and the outer surfaces of the sliding rods are connected with the through grooves in a sliding mode.

Further, the round hole has been seted up to the inside of first slider, the through-hole that the equidistance was arranged has all been seted up to the inside of dead lever and mount, the inside sliding connection of through-hole has the threaded rod.

Further, the surface of threaded rod runs through the inside of through-hole and round hole in proper order and extends to the outside of round hole, the surface threaded connection of threaded rod has the nut, the one end fixedly connected with limiting plate that the nut was kept away from to the threaded rod.

Further, the upper surface fixedly connected with second slider of slide bar, the draw-in groove has been seted up to the upper surface of second slider, the bottom and the draw-in groove of bracing piece are articulated mutually.

Compared with the prior art, the assembled integral shear wall building structure has the following beneficial effects:

1. according to the utility model, the length and the width of the shear wall outer hanger can be adjusted according to the requirements through the adjusting mechanism, and the shear wall outer hanger is fixed at a proper position, so that the construction of the shear wall is facilitated, the operation is simple, compared with the conventional floor scaffold, the erection and the disassembly are convenient, the repeated erection of workers is not needed, the working intensity of the workers is reduced, and the construction efficiency is improved.

2. According to the utility model, the length and the width of the first expansion bracket and the second expansion bracket can be adjusted by pulling the fixing bracket through the arranged adjusting mechanism, namely the arrangement of the strip-shaped groove, the fixing rod and the first sliding block, so that the length and the width can be adjusted simultaneously according to requirements, then the first sliding block and the fixing bracket are fixed at a proper position through the threaded rod, the operation is simple, the erection and the disassembly are convenient, and the construction efficiency is improved.

Drawings

FIG. 1 is a schematic perspective view of a front view of the present utility model;

FIG. 2 is a schematic perspective view of the rear view of the present utility model;

FIG. 3 is an enlarged schematic view of the present utility model at A in FIG. 2;

fig. 4 is an exploded view of the adjustment mechanism of the present utility model.

In the figure: 1. a floor slab; 2. a shear wall; 3. a wallboard inclined bracket; 4. triangular support frames; 5. a fixing frame; 6. an adjusting mechanism; 601. a first slider; 602. a bar-shaped groove; 603. a fixed rod; 604. a first telescopic rod; 605. a second telescopic rod; 606. a through hole; 607. a round hole; 608. a threaded rod; 609. a limiting plate; 610. a nut; 611. a through groove; 612. a slide bar; 613. a second slider; 614. a clamping groove; 7. a support rod; 8. and (5) a telescopic guardrail.

Detailed Description

The principles and features of the present utility model are described below with reference to the drawings, the examples are illustrated for the purpose of illustrating the utility model and are not to be construed as limiting the scope of the utility model.

The embodiment provides an assembled integral shear wall building structure, through the adjustment mechanism 6 that sets up, can adjust the length and the width of 2 stores pylon of shear wall according to the demand to fix it in the construction of suitable position be convenient for to shear wall 2, easy operation, it is convenient to erect the dismantlement to compare conventional scaffold frame that falls to the ground, does not need the workman to erect repeatedly, has reduced workman's working strength, has improved the efficiency of construction.

Referring to fig. 1-4, an assembled integral shear wall building structure comprises a floor slab 1, wherein a shear wall 2 is arranged above the floor slab 1, a wallboard inclined support 3 is fixedly connected between the floor slab 1 and the shear wall 2, two triangular supports 4 are fixedly connected to one side, away from the wallboard inclined support 3, of the shear wall 2, fixing frames 5 are fixedly connected to the upper surfaces of the two triangular supports 4, an adjusting mechanism 6 is arranged between the two fixing frames 5, two supporting rods 7 are arranged above the adjusting mechanism 6, and a telescopic guardrail 8 is fixedly connected between the two supporting rods 7.

Here, when the mechanism 6 is adjusted, the positions of the support rod 7 and the telescopic fence 8 can be adjusted at the same time.

The adjusting mechanism 6 comprises two first sliding blocks 601, one sides, close to each other, of the two fixing frames 5 are provided with strip-shaped grooves 602, fixing rods 603 are fixedly connected to the inner parts of the two strip-shaped grooves 602, and the outer surfaces of the fixing rods 603 are in sliding connection with the first sliding blocks 601.

A second telescopic rod 605 is hinged between the two fixing rods 603, a first telescopic rod 604 is hinged inside the second telescopic rod 605, sliding rods 612 are fixedly connected to the upper surfaces of the two first sliding blocks 601, and two ends of the first telescopic rod 604 are rotatably connected with the outer surfaces of the sliding rods 612.

Here, the length of the second telescopic link 605 can be lengthened by pulling the tripod 4 at the other end, and the first telescopic link 604 can be lengthened by hinging the first telescopic link 604 to the second telescopic link 605, so that the first telescopic link 604 can slide on the fixed link 603 with the first slider 601.

The upper surfaces of the two fixing frames 5 are provided with through grooves 611, and the outer surface of the sliding rod 612 is in sliding connection with the through grooves 611.

Round holes 607 are formed in the first sliding block 601, through holes 606 are formed in the fixing rod 603 and the fixing frame 5 in an equidistant mode, and threaded rods 608 are connected in the through holes 606 in a sliding mode.

Here, after adjusting the length and width to appropriate positions according to the needs, the fixing rod 603 is fixed to the fixing frame 5 through the threaded rod 608, so that the width of the outer hanger of the shear wall 2 can be fixed.

The outer surface of threaded rod 608 runs through the inside of through-hole 606 and round hole 607 in proper order and extends to the outside of round hole 607, and the surface threaded connection of threaded rod 608 has nut 610, and the one end that threaded rod 608 kept away from nut 610 is fixedly connected with limiting plate 609.

Here, the lengths of the first telescopic rod 604 and the second telescopic rod 605 can be fixed, and further the fixing of the pylon length of the shear wall 2 can be achieved, so that the construction of the shear wall 2 by workers is facilitated.

The upper surface of the slide bar 612 is fixedly connected with a second slide block 613, a clamping groove 614 is formed in the upper surface of the second slide block 613, and the bottom end of the support bar 7 is hinged with the clamping groove 614.

Here, the support rod 7 can be stored above the fixing frame 5, and the telescopic guardrail 8 can be erected and disassembled conveniently.

Working principle: when the shear wall is used, the triangular support frame 4 at one end is fixed with the shear wall 2, the triangular support frame 4 at the other end is pulled, the length of the second telescopic rod 605 can be prolonged, the first telescopic rod 604 is hinged with the second telescopic rod 605, the first telescopic rod 604 can be prolonged, accordingly, the first telescopic rod 604 can drive the first sliding block 601 to slide on the fixed rod 603, after the length and the width are adjusted to proper positions according to requirements, the fixed rod 603 is fixed with the fixed frame 5 through the threaded rod 608, the width of the outer hanging frame of the shear wall 2 can be fixed, the lengths of the first telescopic rod 604 and the second telescopic rod 605 can be fixed, the fixing of the outer hanging frame length of the shear wall 2 can be achieved, the shear wall 2 is convenient to construct by workers, the shear wall is simple to operate, convenience in erection and disassembly is achieved compared with conventional floor scaffolds, repeated erection is not needed, the working intensity of workers is reduced, and the construction efficiency is improved.

The foregoing description of the preferred embodiments of the utility model is not intended to limit the utility model to the precise form disclosed, and any such modifications, equivalents, and alternatives falling within the spirit and scope of the utility model are intended to be included within the scope of the utility model.

Claims (7)

1. The utility model provides an assembled integral shear wall building structure, includes floor (1), its characterized in that: the utility model discloses a wallboard, including wallboard, inclined support, supporting rod (7), telescopic guardrail (8) of fixedly connected with, the top of floor (1) is provided with shear wall (2), fixedly connected with wallboard inclined support (3) between floor (1) and shear wall (2), one side fixedly connected with two triangular support frame (4) of wallboard inclined support (3) are kept away from to shear wall (2), two equal fixedly connected with mount (5) of upper surface of triangular support frame (4), two be provided with adjustment mechanism (6) between mount (5), the top of adjustment mechanism (6) is provided with two bracing pieces (7), two fixedly connected with telescopic guardrail (8) between bracing piece (7).

2. An assembled monolithic shear wall building structure as defined in claim 1, wherein: the adjusting mechanism (6) comprises two first sliding blocks (601), one side, close to each other, of each fixing frame (5) is provided with a strip-shaped groove (602), the inside of each strip-shaped groove (602) is fixedly connected with a fixing rod (603), and the outer surface of each fixing rod (603) is in sliding connection with each first sliding block (601).

3. An assembled monolithic shear wall building structure as defined in claim 2, wherein: the two fixing rods (603) are hinged with a second telescopic rod (605), a first telescopic rod (604) is hinged inside the second telescopic rod (605), sliding rods (612) are fixedly connected to the upper surfaces of the two first sliding blocks (601), and two ends of the first telescopic rod (604) are rotatably connected with the outer surfaces of the sliding rods (612).

4. A fabricated monolithic shear wall building structure according to claim 3, wherein: the upper surfaces of the two fixing frames (5) are respectively provided with a through groove (611), and the outer surface of the sliding rod (612) is in sliding connection with the through grooves (611).

5. An assembled monolithic shear wall building structure as defined in claim 4, wherein: round holes (607) are formed in the first sliding block (601), through holes (606) which are arranged at equal distances are formed in the fixing rod (603) and the fixing frame (5), and threaded rods (608) are connected inside the through holes (606) in a sliding mode.

6. An assembled monolithic shear wall building structure as defined in claim 5, wherein: the external surface of threaded rod (608) runs through the inside of through-hole (606) and round hole (607) in proper order and extends to the outside of round hole (607), the surface threaded connection of threaded rod (608) has nut (610), one end fixedly connected with limiting plate (609) that nut (610) were kept away from to threaded rod (608).

7. The assembled monolithic shear wall building structure of claim 6, wherein: the upper surface of slide bar (612) is fixedly connected with second slider (613), draw-in groove (614) have been seted up to the upper surface of second slider (613), the bottom of bracing piece (7) is articulated with draw-in groove (614).