CN217517874U

CN217517874U - Hidden column wall structure

Info

Publication number: CN217517874U
Application number: CN202122370185.3U
Authority: CN
Inventors: 李殿义
Original assignee: Individual
Current assignee: Individual
Priority date: 2021-09-29
Filing date: 2021-09-29
Publication date: 2022-09-30
Anticipated expiration: 2031-09-29

Abstract

A hidden column wall structure is composed of four different brick types: big manger brick, little manger brick, roof beam box brick and post enclose the brick to and three kinds of different structure net muscle: the structural net rib is arranged in a horizontal through groove or a vertical through hole formed by brick masonry, and is formed by pouring honeycomb concrete to bond and wrap the structural net rib. The brick type and the structural mesh reinforcement of several prefabricated specific simple shapes can form holistic latticed system of pouring through simple connecing to insert and pour, and the hidden column wall body structure who forms is firm stable, easily guarantees building quality, and the space is clean and tidy, and thermal-insulated effect, the efficiency of construction of keeping warm all can increase substantially.

Description

Hidden column wall structure

Technical Field

The utility model relates to a building structure, especially hidden column wall structure.

Background

Traditional building structures, particularly free standing residential buildings of small and medium size or special structures, are generally built with bricks. With the introduction of reinforced concrete technology, brick and concrete structures are the common building forms of the buildings at present. The main bearing structures of the columns, the beam plates and the like are reinforced concrete, and the wall body is built by building blocks. According to the structure, large-scale prefabrication of standard modules is difficult to achieve due to structural diversity, the influence of human factors in the masonry process is more, the construction quality and efficiency cannot be guaranteed, the strength and the heat insulation performance of the masonry wall body of a common building block are not ideal, and finally, the inner wall surface and the outer wall surface cannot be leveled and coordinated due to the combination of different structures.

The applicant has proposed the concept of structural mesh reinforced cellular concrete in a previous application, for example international application publication WO2016187933a 1/20161201. Although the structural mesh reinforcement cellular concrete still uses reinforcing steel bars and cement as basic materials, the structural mesh reinforcement cellular concrete is obviously different from a reinforced concrete structure in the general sense in structural and mechanical principles due to the unique mesh reinforcement structure, and is closer to a steel structure. Accordingly, the concealed column wall structure proposed herein by the applicant provides a technical basis for structure and materials.

Disclosure of Invention

In view of the above-mentioned prior art's defect, the utility model aims to provide an application based on structural mesh muscle honeycomb concrete can constitute various building core structures, especially residential housing's hidden pillar wall structure through the prefabricated standard module of few several kinds of specifications.

According to the above objects, a hidden column wall structure is composed of four different brick types: big manger brick, little manger brick, roof beam box brick and post enclose the brick to and three kinds of different structure net muscle: the tile-shaped and structural net bars are mutually combined together through honeycomb concrete; the large and small trotting bricks and the column surrounding bricks are respectively composed of a pair of first wing plates and a web plate clamped between the first wing plates, the outer contour of the web plate is smaller than that of the brick-shaped wing plates, and two first vertical notches and a first horizontal notch are respectively formed on two sides and the upper side between the first wing plates of the large and small trotting bricks and the column surrounding bricks; the cross sections of the notches at the same positions of the large and small manger bricks and the column surrounding bricks are the same in shape; the column surrounding bricks and the big manger bricks have the same basic structure, but have different wing lengths for forming vertical through holes at the wall corners or the wall crossing parts; the beam box brick is provided with a second horizontal notch which is used for being connected with other beam box bricks to form a horizontal through groove and is formed by a second wing plate with two vertical sides and a bottom plate connected with the two second wing plates, and two ends of the bottom plate are respectively provided with a second vertical notch which is used for being communicated with the bottom plate of other beam box bricks up and down to form a vertical through hole; the structural mesh bars are respectively composed of main bars forming the outer contour of the structural mesh bars and auxiliary bars supported between the main bars by a truss structure; the sheet ribs are provided with outer contours which can be placed in a horizontal through groove formed by connecting the big horse groove bricks, the small horse groove bricks and the column surrounding bricks, and are placed in the horizontal through groove; the column ribs are provided with outer contours which can be placed in the vertical through holes formed by the column surrounding bricks to form wall intersection or wall corner embedded columns and are placed in the vertical through holes; the ground beam ring beam rib is provided with an outer contour which can be placed in a horizontal through groove formed by connecting the beam box bricks and is placed in the horizontal through groove; and honeycomb concrete which forms a bond to the structural mesh bars and is connected with corresponding brick shapes is filled in each horizontal through groove and each vertical through hole in which the structural mesh bars are placed, and a pouring grid and a hidden column are formed.

Furthermore, the cross sections of the first horizontal notches of the big and small equestrian trough bricks and the column enclosure bricks are in an inverted trapezoid shape, and the cross sections of the first vertical notches are in an inverted trapezoid shape or a semicircular shape; the cross section of the second horizontal notch of the beam box brick is rectangular, and the second vertical notches at the two ends of the bottom plate of the beam box brick are semicircular.

Furthermore, a groove tenon structure for stable connection is arranged at the connection part between the brick types;

furthermore, the large and small manger bricks, the beam box bricks and the column surrounding bricks are light foam bricks.

The utility model discloses beneficial effect: the utility model discloses can be at mill or the prefabricated specific several kinds of simple shape building blocks of job site and structure net muscle, pour through simple connecing and to pour and to form holistic latticed system of pouring, the dark post wall structure that forms is firm stable, easily guarantees building quality, and the space is clean and tidy, and thermal-insulated effect, the efficiency of construction all can increase substantially of keeping warm.

Drawings

FIG. 1 is a basic structural unit constituting the present invention;

FIG. 2 is a schematic view of the concrete brick type of the present invention, wherein (A) big Manger brick, (B) small Manger brick, (C) beam box brick, (D) column enclosure brick;

fig. 3 is a cross wall corner structure of the present invention, wherein (a) the cross wall structure and (B) the corner wall structure;

FIG. 4 is a schematic structural view of the wall construction process of the present invention;

fig. 5 is a schematic view of the wall body of the present invention showing an appearance (a) and a pouring frame (B) therein.

Description of the reference numerals: the structure comprises a big manger brick 1, a wing plate 10, a web plate 11, a horizontal notch 12, a vertical notch 13 and a connecting tenon 14; the small manger brick 2, the wing plate 20, the web 21, the horizontal notch 22, the vertical notch 23, the connecting tenon 24; the beam box brick 3, the wing plate 30, the bottom plate 31, the horizontal notch 32 and the vertical notch 33; the column surrounding brick 4, a wing plate 40, a web plate 41, a horizontal notch 42, a vertical notch 43, a connecting tenon 44 and a mortise 440; the method comprises the following steps of sheet ribs 5, column ribs 6, ground beam gird ribs 7, girds 70, ground beams 71, hidden columns 8 and pouring grids 9.

Detailed Description

Referring to fig. 1, 2(a) - (D), the hidden column wall structure of the present invention is composed of four different brick types: big manger plate brick 1, little manger plate brick 2, roof beam box brick 3 and post enclose brick 4 to and three kinds of different structure net muscle: the structural net rib is formed by wrapping the sheet ribs 5, the column ribs 6 and the ground beam ring beam ribs 7 by pouring honeycomb concrete. The structural mesh bars are formed by combining a plurality of main bars which form the structural outline and are arranged along the extending direction of the structure with auxiliary bars which are supported between the main bars and have a herringbone truss structure, and the specific structure, the combination structure with cellular concrete, the principle, the mechanical properties and the like of the structural mesh bars are described in detail in a plurality of previous applications (for example, international application publication WO2016187933a120161201) of the applicant, and the details are not repeated. The outer contour of the structural net rib is matched with the brick-shaped horizontal through groove or the vertical through hole and can be placed in the horizontal through groove or the vertical through hole. The big manger brick 1 is used for forming the main structure of the wall, it has a pair of wing plates 10 located oppositely, sandwich above-mentioned wing plate 10 and the web 11 of the outline smaller than the outline of said wing plate 10, according to form the horizontal notch 12 located above and locate at the vertical notch 13 of both sides. When a plurality of big manger bricks 1 are horizontally connected, the horizontal notches 12 are connected to form a horizontal through groove, and the vertical notches 13 of two connected big manger bricks 1 form a vertical through hole which can be communicated with the horizontal through groove of the lower layer. The tongue 14 is located at the edge of the panel 10, and is shown at the upper edge of the panel (and correspondingly at its lower edge is provided with a groove for receiving said tongue 14, not shown), but depending on the application, the side edge of the panel may also be provided with a tongue and groove arrangement for stable connection, for accurate positioning and stable connection between the brick types; the small manger brick 2 is used for dislocation adjustment and detailed construction during building, except for being short in the overall horizontal length, also comprises a wing plate 20, a web plate 21, a horizontal rabbet 22, a vertical rabbet 23 and a connecting tenon 24, the structural parameters of the small manger brick are the same as those of the corresponding structure of the large manger brick 1, so that the small manger brick and the large manger brick 1 can be connected together to form a uniform horizontal through groove and a uniform vertical through hole, obviously, the optimal horizontal length of the small manger brick is one half of that of the large manger brick 1, and the corresponding length can be selected according to the special wall structure.

Referring to fig. 2(D) and 3, the column surrounding brick 4 is formed by lengthening the wing plate 40 on one side of the large horse race brick 1 on the basis of the basic structure thereof, and also comprises a web plate 41, so that the column surrounding brick is connected with the connected large horse race brick 1 or small horse race brick 2 to form a uniform horizontal through groove, the column surrounding brick can be connected in pairs to form a cross or corner structure of a wall body, and is butted and enclosed by the vertical notches 43 to form vertical through holes capable of accommodating the column ribs 6, and because the wing plate on one side of the column surrounding brick is longer, a mortise 440 corresponding to a connecting tenon can be arranged at the same time when the connecting tenon 44 is arranged to receive the connecting tenon on other layers due to the structural stability. Preferably, the horizontal notch is of an inverted trapezoidal structure with the short side facing the web, and the vertical notch can be of a semicircular shape (not shown) besides the inverted trapezoidal structure, so that the mechanical principle of the horizontal notch is not described in detail.

Referring to fig. 1 and 4, the structural net rib comprises a sheet rib 5, a column rib 6 and a ground beam ring beam rib 7, when the brick-shaped connection forms a communicated horizontal through groove, the sheet rib 5 is horizontally arranged, and the sheet rib 5 can also be vertically used at the positions of a door edge, a window, a wall edge and the like. The stud ribs 6 are vertically enclosed in the vertical through holes formed by the column surrounding bricks 4.

Referring to fig. 5(a) and (B), cellular concrete is poured into the through grooves and through holes on which the structural mesh bars are placed to bond the structural mesh bars, and a firm pouring grid 9 and a hidden column 8 are formed through the horizontal through grooves and the vertical through holes. The ground beam 71 and the ring beam 70 are formed by connecting beam box bricks 3, the beam box bricks 3 are provided with two vertical wing plates 30 and a bottom plate 31 positioned at the lower end of the wing plates 30 to form a rectangular notch 32 with an upward opening, two ends of the bottom plate 31 are provided with vertical notches 33 for being connected with other beam box bricks 3 to form a horizontal through groove and a vertical through hole, the ground beam ring beam ribs 7 are placed in the horizontal through groove formed by the beam box bricks 3 and then poured with the honeycomb concrete to form the ground beam 71 and the ring beam 70 to be used as the foundation and the wall top edge of a wall body structure, and are intersected with a building foundation or other brick type pouring structures through the vertical through holes.

Claims

1. The utility model provides a hidden column wall structure which characterized in that includes four kinds of different brick types: big tongue brick (1), little tongue brick (2), roof beam box brick (3) and post enclose brick (4) to and three kinds of different structure net muscle: the tile-shaped and structural net bars are combined together through honeycomb concrete; the large manger brick (1), the small manger brick (2) and the column surrounding brick (4) are respectively composed of a pair of first wing plates (10, 20, 40) and web plates (11, 21, 41) clamped between the first wing plates, the outer contour of the web plates is smaller than that of the brick-shaped wing plates, and two first vertical notches (13, 23, 43) and one first horizontal notch (12, 22, 42) are respectively formed on two sides and the upper side between the first wing plates of the large manger brick (1), the small manger brick (2) and the column surrounding brick (4); the cross sections of the notches at the same positions of the large and small slotted bricks (1, 2) and the column surrounding bricks (4) are the same in shape; the column surrounding bricks (4) have the same basic structure as the big manger bricks (1) but have different wing lengths for forming vertical through holes at the corners or the intersections of walls; the beam box brick (3) is provided with a second horizontal notch (32) which is used for being connected with other beam box bricks to form a horizontal through groove and is formed by a second wing plate (30) with two vertical sides and a bottom plate (31) connected with the two second wing plates, and two ends of the bottom plate (31) are respectively provided with a second vertical notch (33) which is used for being communicated with the bottom plate of other beam box bricks up and down to form a vertical through hole; the structural mesh bars are respectively composed of a plurality of main bars forming the outer contour of the structural mesh bars and auxiliary bars supported between the main bars by a truss structure; the sheet ribs (5) are provided with outer contours which can be placed in a horizontal through groove formed by connecting the large trough bricks (1), the small trough bricks (2) and the column surrounding bricks (4), and are placed in the horizontal through groove; the column reinforcement (6) is provided with an outer contour which can be placed in a vertical through hole formed by the column surrounding bricks (4) to form a wall intersection or a wall corner embedded column (8), and is placed in the vertical through hole; the ground beam ring beam rib (7) is provided with an outer contour which can be placed in a horizontal through groove formed by connecting the beam box bricks (3) and is placed in the horizontal through groove; the horizontal through grooves and the vertical through holes, in which the structural net ribs are placed, are filled with materials which bond the structural net ribs and are connected with the brick shapes to form an integral pouring grid (9) and a hidden column (8).

2. The dark column wall structure according to claim 1, wherein the first horizontal slot openings (12, 22, 42) of the large and small equestrian tiles (1, 2) and the pillar tiles (4) are inverted trapezoids in cross-sectional shape, and the first vertical slot openings (13, 23, 43) are inverted trapezoids or semi-circles in cross-sectional shape; the cross section of the second horizontal notch (32) of the beam box brick (3) is rectangular, and the second vertical notches (33) at the two ends of the bottom plate (31) are semicircular.

3. The wall structure of the embedded column as claimed in claim 1, wherein the connection portion between the brick forms is provided with a mortise and tenon structure for stable connection.

4. A wall structure of a dark column according to any one of claims 1-3, characterized in that the large and small makeshift bricks (1, 2), the beam box bricks (3) and the column surrounding bricks (4) are light foam bricks.