CN212317235U

CN212317235U - Frame type non-bearing building combined wall

Info

Publication number: CN212317235U
Application number: CN202020845976.XU
Authority: CN
Inventors: 叶涵
Original assignee: Individual
Current assignee: Individual
Priority date: 2020-05-20
Filing date: 2020-05-20
Publication date: 2021-01-08
Anticipated expiration: 2030-05-20

Abstract

The utility model discloses a non-bearing building composite wall of frame-type, it includes that cement module, relative fixation set up the end backup plate and the intermediate prop between the end backup plate of frame pier stud inboard fixed with the interval, fixed backup plate in the middle of being provided with on the intermediate prop side, the interval is provided with the horizontal bracing piece that both ends were fixed on intermediate backup plate from bottom to top between the adjacent intermediate prop, the interval is provided with the horizontal bracing piece that one end was fixed on intermediate backup plate, the other end was fixed on the end backup plate from bottom to top between intermediate prop and the end backup plate, the interval is provided with horizontal waist shape hole on the horizontal backup plate, the interval is provided with the vertical waist shape hole corresponding with horizontal waist shape hole central point on the cement mould piece, the utility model discloses not only installation combination and maintenance easy dismounting do not need special lifting equipment and professional, the suitability is strong, has syllable-dividing, The building has the characteristics of heat preservation, fire prevention, water prevention, flame retardance and light weight, is suitable for high-rise building, and can reduce the labor cost and the material cost.

Description

Frame type non-bearing building combined wall

Technical Field

The utility model relates to a building wall especially relates to a non-bearing building wall of frame-type.

Background

The existing building construction is mostly formed into frame type by pouring and tamping steel concrete into bearing beam columns, and then forms a template by using light sound-proof flame-retardant heat-insulating material or is poured into wall body partition walls on site to form houses by dividing the houses. The construction and manufacturing modes of the existing frame type building wall are many, and the first type is that a non-bearing wall is formed by building traditional bricks; the second kind is that the concrete is made of light material and other special material with heat insulation, fire prevention and the like and is poured on site to make non-bearing wall; the third type is that the inner wall body is assembled by adopting formed gypsum boards and bakelite boards to form a non-bearing inner wall body and is assembled by using cement boards to form a non-bearing outer wall body. The first type needs a large amount of bricks and plastering mortar, so that the construction efficiency is low, the material consumption is large, and the cost is high; the second type needs remote irrigation equipment and professional constructors, has high requirement on coordination of construction management and high construction operation cost; the third type is that special hoisting equipment and professional constructors are required, and the construction safety is not high.

SUMMERY OF THE UTILITY MODEL

To the problem that exists among the above-mentioned prior art, the utility model provides a non-bearing building composite wall body that forms with small-size cement module and metal component combination.

The to-be-solved technical problem of the utility model is that: the utility model provides a frame-type non-bearing building composite wall body includes that cement module, relative fixation set up the middle post between the end backup plate is fixed at inboard end backup plate of frame pier stud and interval, the fixed backup plate in the middle of being provided with on the middle post side, the interval is provided with the horizontal bracing piece that both ends were fixed on the backup plate in the middle of from bottom to top between the adjacent middle post, the interval is provided with one end from bottom to top between middle post and the end backup plate and fixes on middle backup plate, the other end fixes the horizontal bracing piece on the end backup plate, the interval is provided with horizontal waist shape hole on the horizontal bracing piece, the interval is provided with the vertical waist shape hole corresponding with horizontal waist shape hole central point position on the cement module, the cement module forms non-bearing building composite wall body with the fixed and combination of screw rod, the cement module is.

The cement module is made into a mould by using various square pipes, sectional materials and steel plates, cement, a light inert material, magnetic sand, cullet, a sound insulation material, a flame retardant material and a waterproof material are added into concrete according to the using requirements of customers, and the concrete is poured into the mould to form a sound-proof, fireproof, flame retardant and light inner wall body and a waterproof, heat-preservation and heat-insulation outer wall body. The thickness of the cement module in a flat cuboid shape (including a square shape) is not more than 40 mm, the maximum dimension (length and width) of the shape is not more than 1000 multiplied by 500 mm, and each weight is not more than 50Kg (calculated according to the specific gravity of the cement module of 2.5 tons/m 3). Preferably 800X 400X 35 mm, and a weight of 28 Kg. The thickness of the cement module of the outer wall body is 30-35 mm, the floor height is increased, the thickness is increased, the specification and the size of the cement module are various, and the thickness of the inner wall body is 10-30 mm.

The non-bearing building combined wall body of the utility model can be made into an inner wall body or an outer wall body according to the following method: making mould with various square pipes, section bars and steel plates, making cement module according to the use requirement of customer, selecting cement module according to the requirement of wall body, fixing end back plates 12 on the side surfaces of frame pier columns 6 by using expansion screw rods 8, aligning the centers between the end back plates, fixing middle columns 5 (square pipes) between the end back plates, fixing middle back plates 16 on the two side surfaces of the middle columns by using middle back plate fastening screws 18, fixing a first row of first transverse supporting rods 9 between the left frame pier column and the middle column shown in figure 1 by using transverse supporting rod fastening screws 17, then using flat head screw rod 13 to sleeve into the longitudinal waist-shaped hole on the cement module and the transverse waist-shaped hole on the transverse supporting rod, adjusting a first row (lowest end) of cement module by using the longitudinal waist-shaped hole and the transverse waist-shaped hole, using wrench to extend into the cavity between the transverse supporting rods to fasten the flat head screw rod to make the cement module (except the top cement module) lay horizontally and vertically, and then laying a second row of first cement modules and a third row of first cement modules from bottom to top according to the method until the top cement modules are close to the floor, wherein the top cement modules can utilize countersunk screws arranged on the transverse supporting rods, and the top cement modules are adjusted and fixed by using countersunk wrenches on the top cement modules, so that the fixation of the first row of cement modules is completed, and by analogy, the installation and fixation of the second row of cement modules and the third row of cement modules can be continuously completed. And filling and leveling the combined gaps among the cement modules and between the cement modules and the floor or the base layer by using cement mortar.

Compared with the prior art, the utility model has the following characteristics:

1. the installation, combination, maintenance and disassembly are convenient, special hoisting equipment and professionals are not needed, the applicability is strong, and the device is also suitable for the wall body with the bay window on the outer wall,

2. good ventilation, is beneficial to the ventilation of the indoor and the wall body,

3. the surface of the wall body is flat and beautiful, and any decorative material can be added on the wall body,

4. the wall body has the advantages of sound insulation, heat preservation, fire prevention, water prevention, flame retardation, light weight, reduced load of the frame structure,

5. it is suitable for high-rise building and decoration in countryside, and can reduce labor and material costs.

Drawings

FIG. 1 is a schematic view of a partial front view structure of the present invention,

figure 2 is a schematic cross-sectional view a-a of figure 1,

figure 3 is a schematic cross-sectional view of B-B of figure 1,

figure 4 is an enlarged schematic view of a portion of the structure C-C of figure 2,

figure 5 is an enlarged schematic view of the detail D-D of figure 2,

fig. 6 is a schematic view of the cross-sectional structure of fig. 2E-E.

In the figure, 1, a floor 2, a countersunk head screw 3, a longitudinal kidney-shaped hole 4, a top cement module 5, a middle column 6, a frame pier column 7, a transverse kidney-shaped hole 8, an expansion screw 9, a transverse supporting rod 10, a second row of cement modules 11, a first row of cement modules 12, an end backup plate 13, a flat head screw 14, a countersunk head hole 15, a nut and a pad 16, a middle backup plate 17, a transverse supporting rod fastening screw 18 and a middle backup plate fastening screw.

Detailed Description

In fig. 1 to 6, a frame-type non-load-bearing building combined wall comprises cement modules located between a floor surface 1 and the floor surface and between the floor surface and the ground, end backup plates 12 relatively fixedly arranged on the inner side surfaces of frame pier columns 6 by expansion screws 8, and intermediate columns 5 (made of square tubes and square materials) fixed between the end backup plates at intervals, wherein the cement modules comprise a first row of cement modules 11, a second row of cement modules 10, a third row of cement modules and a top cement module 4, the end backup plates are made of steel plates or aluminum plates, the side surfaces of the intermediate columns are fixedly provided with intermediate backup plates 16 by intermediate backup plate fastening screws 18, transverse support rods 9 fixed on the intermediate backup plates at two ends thereof by transverse support rod fastening screws 17 are fixedly arranged between the adjacent intermediate columns from bottom to top at intervals, one end of each intermediate column and one end of each intermediate column are fixed on the intermediate backup plate from bottom to top at intervals, The other end of the transverse support rod 9 is fixed on the end backup plate (namely two ends of the transverse support rod 9 between the adjacent middle columns are fixedly arranged on the middle backup plate at intervals by a transverse support rod fastening screw 17 from bottom to top, one end of the transverse support rod 9 between the middle column and the end backup plate is fixed on the middle backup plate at intervals by a transverse support rod fastening screw 17 from bottom to top, the other end of the transverse support rod 9 between the middle column and the end backup plate is fixed on the end backup plate at intervals by a transverse support rod fastening screw, the transverse support rod is provided with horizontal transverse waist-shaped holes 7 at intervals (convenient for the adjustment of the flat-head screw 13 and the countersunk head screw 2 in the horizontal direction), the flat-head screws at opposite positions on the cement modules can also fix two cement modules by a long flat-head screw, the cement modules are provided with longitudinal waist-shaped holes 3 which are corresponding to and vertical to the central position of the transverse waist, the screw rod that is used for top cement module to fix is countersunk head screw rod 2, is equipped with counter sink 14 on the countersunk head screw rod (be used for the counter sink wrench directly to fix the top cement module from the outward appearance), and the cement module except that the top cement module (like first row of cement module 11, cement module such as the second row of cement module 10 can be directly fastened nut and pad 15 in the cavity between two cement modules with the sleeve wrench from ordinary or sleeve wrench to it is fixed with the cement module), the cement module divides the row to divide to arrange and fix and form non-bearing wall with different screw rods, the cement module is steel skeleton concrete and adds a certain amount of auxiliary material (light inert material such as pearlite, magnetic sand, cullet, acoustic material, fire-retardant material and waterproof material).

The above embodiments are only for illustrating the technical solutions of the present invention and not for limiting, and although the present invention has been described in detail with reference to the specific embodiments, it should be understood by those skilled in the art that the technical solutions of the present invention can be modified or replaced equivalently without departing from the spirit and scope of the technical solutions of the present invention, which should be covered by the scope of the claims of the present invention.

Claims

1. The utility model provides a non-bearing building composite wall of frame-type, characterized by: it comprises a cement module, end backup plates (12) which are relatively and fixedly arranged on the inner side surfaces of frame pier columns (6) and intermediate columns (5) which are fixed between the end backup plates at intervals, the side surfaces of the middle columns are fixedly provided with middle backup plates (16), transverse support rods (9) with two ends fixed on the middle backup plates are arranged between the adjacent middle columns at intervals from bottom to top, a transverse supporting rod (9) with one end fixed on the middle backup plate and the other end fixed on the end backup plate is arranged between the middle column and the end backup plate at intervals from bottom to top, transverse waist-shaped holes (7) are arranged on the transverse supporting rods at intervals, longitudinal waist-shaped holes (3) corresponding to the transverse waist-shaped holes are arranged on the cement module at intervals, the cement modules are fixed by screws and combined to form a non-bearing building combined wall, and the cement modules are made of steel skeleton concrete.

2. A frame-type non-load bearing building composite wall as claimed in claim 1, wherein: the two ends of the transverse supporting rod (9) between the adjacent middle columns are fixedly arranged on the middle backup plate by using transverse supporting rod fastening screws (17) at intervals from bottom to top, the transverse supporting rod (9) between the middle column and the end backup plate is fixed on the middle backup plate by using one end of the transverse supporting rod fastening screw (17) at intervals from bottom to top, and the other end of the transverse supporting rod fastening screw is fixed on the end backup plate at intervals.

3. A frame-type non-load bearing building composite wall as claimed in claim 1, wherein: the end backup plate (12) is made of a steel plate or an aluminum plate.