CN210976177U

CN210976177U - Building masonry structure

Info

Publication number: CN210976177U
Application number: CN201921826096.1U
Authority: CN
Inventors: 郭浩东; 李筱雨
Original assignee: Individual
Current assignee: Individual
Priority date: 2019-10-29
Filing date: 2019-10-29
Publication date: 2020-07-10
Anticipated expiration: 2029-10-29

Abstract

The utility model discloses a building masonry structure, which comprises transverse wall stress steel bars and a masonry transverse wall, wherein the transverse wall stress steel bars are arranged inside the masonry transverse wall, masonry bricks are arranged on the masonry transverse wall, the masonry bricks are fixedly connected through mortar, the right end of the masonry transverse wall is provided with a masonry longitudinal wall, the interior of the masonry longitudinal wall is provided with longitudinal wall stress steel bars, the peripheral outer walls of the front end and the rear end of a transverse stress hoop are provided with screw holes, the transverse stress hoop can be connected with different longitudinal wall stress steel bars and other vertical stress steel bars through the screw holes arranged on the peripheral outer walls of the front end and the rear end, is suitable for corners, cross joints and T-shaped joints, acts on different positions on different building masonry structures, and plays a major role to strengthen the bending resistance and the shearing resistance of the stress steel bars, thereby improving the shock resistance of the building masonry structure, the building masonry structure is firmer and safer.

Description

Building masonry structure

Technical Field

The utility model belongs to the technical field of the building structure is relevant, concretely relates to building masonry structure.

Background

The masonry wall body is a wall body which is built by bricks or building blocks, is one of main components of a building and plays roles of enclosure and bearing. The brick wall belongs to a masonry wall body and has the advantages of heat preservation, heat insulation, sound insulation and the like. But also has many unfavorable factors such as slow construction speed, big dead weight, big intensity of labour etc.. The brick wall is made of two materials of brick and mortar, the mortar is used for cementing the bricks together to build a wall body or building blocks, and the brick wall belongs to a building wall body and has the advantages of heat preservation, heat insulation, sound insulation and the like. But also has many unfavorable factors such as slow construction speed, big dead weight, big intensity of labour etc.. The brick wall is composed of two materials of bricks and mortar, and the bricks are cemented together by the mortar to build a wall body or a building block. The bricks are various in types, and clay bricks, sand lime bricks, shale bricks, gangue bricks, cement bricks, slag bricks and the like can be seen from the adopted raw materials.

The prior building masonry structure technology has the following problems: the building masonry structure can not be applied to a large building system and a main bearing system due to poor anti-seismic performance, the building masonry structure generally adopts an internal stress steel bar to improve the integral rigidity in the anti-seismic aspect, the stress steel bar is mostly fixed in a steel wire bundling mode when the existing building masonry structure resists the earthquake, and the building masonry structure does not adopt concrete pouring, so that the stress steel bar is easy to run and slide when the stress steel bar is subjected to the earthquake, the anti-seismic capacity of the stress steel bar is influenced, and the integral stability of the building masonry structure cannot achieve the optimal protection effect.

Disclosure of Invention

An object of the utility model is to provide a building masonry structure to solve the atress reinforcing bar that provides among the above-mentioned background art and easily take place to run muscle, smooth muscle influence the shock resistance problem of atress reinforcing bar when receiving the shake.

In order to achieve the purpose, the utility model provides a building masonry structure, including horizontal wall atress reinforcing bar and building horizontal wall, horizontal wall atress reinforcing bar is installed in the inside of building horizontal wall, be provided with the building fragment on building horizontal wall, build through mortar fixed connection between the fragment, the right-hand member of building horizontal wall is provided with and builds vertical wall, the inside of building vertical wall is provided with vertical wall atress reinforcing bar, the junction of horizontal wall atress reinforcing bar and vertical wall atress reinforcing bar is provided with the adapter sleeve, pass through triangle fixed plate fixed connection between adapter sleeve and horizontal wall atress reinforcing bar and the vertical wall atress reinforcing bar, the lower extreme of building horizontal wall is provided with the banket, the lower extreme of banket is provided with the dampproof course, the lower extreme of dampproof course is provided with the rubble foundation, the left and right sides of rubble foundation are provided with the foundation ditch, the outside of horizontal wall atress reinforcing bar has cup jointed horizontal atress cuff, the outside of the left end of vertical wall atress reinforcing bar has cup jointed vertical atress cuff, be provided with L type locating plate on the triangle fixed plate, be provided with the triangle extension board on the L type locating plate, L type locating plate and pass.

Preferably, the stressed steel bars of the transverse wall and the stressed steel bars of the longitudinal wall are kept in a mutually perpendicular state.

Preferably, screw holes are formed in the peripheral outer walls of the front end and the rear end of the transverse stress hoop.

Preferably, the strong bolts on the upper side and the lower side of the triangular support plate transversely penetrate through the L-shaped positioning plate to be connected with the transverse stress hoop and the longitudinal stress hoop respectively.

Preferably, the lowermost ends of the masonry transverse walls and the masonry longitudinal walls are provided with damp-proof layers.

Preferably, the left end of the masonry longitudinal wall is inserted into the right end of the masonry transverse wall in a staggered mode.

Compared with the prior building masonry structure technology, the utility model provides a building masonry structure possesses following beneficial effect:

1. the utility model discloses an add and to establish two mutually perpendicular horizontal wall atress reinforcing bars and vertical wall atress reinforcing bar at building horizontal wall and building vertical wall junction, horizontal wall atress reinforcing bar and vertical wall atress reinforcing bar are fixed by the triangle fixed plate, constitute by L type locating plate and triangle extension board on the triangle fixed plate, the powerful bolt of both sides transversely passes L type locating plate about the triangle extension board is connected with horizontal atress cuff and vertical atress cuff respectively, the triangle extension board supports L type locating plate and opens, prevent L type locating plate compression deformation during the earthquake, promote the structural stability of triangle fixed plate, can effectively promote the whole rigidity of building masonry structure through the interaction of horizontal wall atress reinforcing bar and vertical wall atress reinforcing bar, thereby strengthened the anti shear capacity of bearing of building masonry structure;

2. the utility model discloses all be provided with the screw on the outer wall around both ends around the horizontal atress cuff, the screw that horizontal atress cuff can set up on the outer wall all around through both ends around the front and back is connected with different vertical wall atress reinforcing bar and other vertical atress reinforcing bars, be applicable to the turning, the cross junction, T word junction, act on different building masonry structural different positions, and play great effect, strengthen the bending resistance shear capacity of atress reinforcing bar, thereby the shock resistance of building masonry structure has been improved, make building masonry structure more firm, safer.

Drawings

The accompanying drawings are included to provide a further understanding of the invention, and are incorporated in and constitute a part of this specification, illustrate embodiments of the invention, and together with the description, do not constitute a limitation of the invention, in which:

FIG. 1 is a schematic view of a building masonry structure according to the present invention;

FIG. 2 is a schematic view of the vertical section structure of the masonry transverse wall provided by the utility model;

fig. 3 is a schematic view of a plane structure of the connection sleeve provided by the present invention;

fig. 4 is a schematic view of the vertical plane structure of the connecting sleeve provided by the present invention;

in the drawing, 1, transverse wall stressed steel bars, 2, transverse wall masonry, 3, brick masonry, 4, mortar, 5, connecting sleeves, 6, longitudinal wall masonry, 7, longitudinal wall stressed steel bars, 8, triangular fixing plates, 9, slope feet, 10, a moisture-proof layer, 11, a rubble foundation, 12, a foundation pit, 13, transverse stressed hoops, 14, longitudinal stressed hoops, 15, a strong bolt, 16, a triangular support plate and 17, L type positioning plates are arranged.

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. 1-4, the present invention provides a technical solution: a building masonry structure comprises transverse wall stress steel bars 1 and masonry transverse walls 2, wherein the transverse wall stress steel bars 1 are installed inside the masonry transverse walls 2, masonry bricks 3 are arranged on the masonry transverse walls 2, the masonry bricks 3 are fixedly connected through mortar 4, masonry longitudinal walls 6 are arranged at the right ends of the masonry transverse walls 2, the left ends of the masonry longitudinal walls 6 are inserted into the right ends of the masonry transverse walls 2 in a staggered mode, the masonry bodies are firm and stable and form a whole, vertical joints between an upper layer and a lower layer and between a left layer and a right layer of adjacent bricks are regularly staggered, staggered joints enable vertical faces of a dry wall to form a regular pattern, the overall stability of masonry walls can be greatly improved, longitudinal wall stress steel bars 7 are arranged inside the masonry longitudinal walls 6, the transverse wall stress steel bars 1 and the longitudinal wall stress steel bars 7 are kept in a mutually perpendicular state, the transverse wall stress steel bars 1 and the longitudinal wall stress steel bars 7 are respectively inserted into the masonry transverse walls 2 and the masonry longitudinal walls 6, the whole rigidity of the building masonry structure can be effectively improved through the interaction of the transverse wall stress steel bars 1 and the longitudinal wall stress steel bars 7, so that the shear-resistant bearing capacity of the building masonry structure is enhanced, the connecting positions of the transverse wall stress steel bars 1 and the longitudinal wall stress steel bars 7 are provided with the connecting sleeves 5, and the connecting sleeves 5 are fixedly connected with the transverse wall stress steel bars 1 and the longitudinal wall stress steel bars 7 through the triangular fixing plates 8.

A building masonry structure comprises a building transverse wall 2, wherein a toe 9 is arranged at the lower end of the building transverse wall 2, a damp-proof layer 10 is arranged at the lower end of the building transverse wall 9, the damp-proof layers 10 are arranged at the lowest ends of the building transverse wall 2 and a building longitudinal wall 6, moisture in soil below the ground can be prevented from entering a brick wall, the damp-proof layer 10 adopts the structural scheme of a vapor-proof film, a heat-insulating layer and a waterproof and breathable film, the vapor-proof film slows down the discharge speed of indoor vapor to the heat-insulating layer and effectively prevents condensation, the waterproof and breathable film effectively discharges vapor water vapor of the heat-insulating layer rapidly, the thermal performance of the structure is protected and maintained, the energy consumption is saved, the lower end of the damp-proof layer 10 is provided with a rubble foundation 11, the left side and the right side of the rubble foundation 11 are provided with foundation pits 12, the outer portion of a transverse stress steel bar 1 of the transverse wall is sleeved with a transverse stress hoop 13, screw holes are formed in the peripheral outer walls of the front end and the rear end of the transverse stress steel hoop 13, the hoop can be connected with different longitudinal wall stress steel bars 7 and other vertical stress steel bars 7 through screw holes formed in the peripheral outer walls, so that the stress steel bars can play a role in different positions, the shear resistance of the.

A building masonry structure comprises L type positioning plates 17, transverse stress hoops 13 and longitudinal stress hoops 14 which are fixedly connected through strong bolts 15, strong bolts 15 on the upper side and the lower side of a triangular support plate 16 transversely penetrate through L type positioning plates 17 to be connected with the transverse stress hoops 13 and the longitudinal stress hoops 14 respectively, the outer walls on the two sides of a L type positioning plate 17 are attached to the outer wall of the joint of the transverse stress hoops 13 and the longitudinal stress hoops 14, the transverse wall stress steel bars 1 are fixedly connected with longitudinal wall stress steel bars 7 through inserting the strong bolts 15, the L type positioning plates 17 are supported by the triangular support plate 16, the L type positioning plates 17 are prevented from being pressed and deformed during an earthquake, and the structural stability of a triangular fixing plate 8 is improved.

The utility model discloses a theory of operation and use flow: after the utility model is installed, the building masonry structure mainly comprises a masonry transverse wall 2 and a masonry longitudinal wall 6, the left end of the masonry longitudinal wall 6 is inserted into the right end of the masonry transverse wall 2 in a staggered manner, the masonry is firm and stable and forms a whole, vertical joints between an upper layer and a lower layer and between a left brick block and a right brick block are staggered regularly, the staggered joints can enable the facade of the dry wall to form a regular pattern, the integral stability of the masonry wall can be greatly improved, a damp-proof layer 10 is arranged at the lower end of the masonry transverse wall 2 and the masonry longitudinal wall 6, moisture in soil below the ground can be prevented from entering the brick wall, the structural scheme of the damp-proof layer 10 is a steam-proof film, a heat preservation layer and a waterproof ventilated film, the steam-proof film slows down the discharge speed of indoor steam to the heat preservation layer, and effectively prevents condensation, the waterproof ventilated film effectively removes steam of the heat preservation, the thermal performance, thereby reach the purpose of practicing thrift the energy consumption, added at the junction of building horizontal wall 2 and building vertical wall 6 and established two mutually perpendicular horizontal wall atress reinforcing bar 1 and vertical wall atress reinforcing bar 7, can effectually promote the bulk rigidity of building masonry structure through the interact of horizontal wall atress reinforcing bar 1 and vertical wall atress reinforcing bar 7 to the anti shear capacity of building masonry structure has been strengthened.

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. A building masonry structure comprises transverse wall stressed steel bars (1) and masonry transverse walls (2), and is characterized in that the transverse wall stressed steel bars (1) are installed inside the masonry transverse walls (2), masonry bricks (3) are arranged on the masonry transverse walls (2), the masonry bricks (3) are fixedly connected through mortar (4), the right ends of the masonry transverse walls (2) are provided with masonry longitudinal walls (6), longitudinal wall stressed steel bars (7) are arranged inside the masonry longitudinal walls (6), connecting sleeves (5) are arranged at the connecting positions of the transverse wall stressed steel bars (1) and the longitudinal wall stressed steel bars (7), the connecting sleeves (5) are fixedly connected with the transverse wall stressed steel bars (1) and the longitudinal wall stressed steel bars (7) through triangular fixing plates (8), slope feet (9) are arranged at the lower ends of the transverse wall stressed steel bars (1) and the longitudinal wall stressed steel bars (7), moisture-proof layers (10) are arranged at the lower ends of the slope feet (9), a rubble foundations (11) are arranged at the lower ends of the moisture-proof layers (10), a left side and a left side hoop stress positioning plate (17) is arranged on the outer wall stressed steel bars (13) and a triangular hoop (17) of a triangular positioning plate (13), and a triangular hoop (17) are connected with a triangular hoop positioning plate (17) of a triangular stressed steel bar hoop (17) through a triangular hoop (17) and a triangular positioning plate (13) which is arranged on the outer wall stressed steel bar type stressed steel bar hoop (17).

2. A building masonry structure according to claim 1 wherein: the transverse wall stressed steel bars (1) and the longitudinal wall stressed steel bars (7) are vertical to each other.

3. A building masonry structure according to claim 1 wherein: screw holes are arranged on the peripheral outer walls of the front end and the rear end of the transverse stress hoop (13).

4. The building masonry structure according to claim 1, wherein the strong bolts (15) on the upper side and the lower side of the triangular support plate (16) transversely penetrate through L-shaped positioning plates (17) to be respectively connected with the transverse stress hoop (13) and the longitudinal stress hoop (14).

5. A building masonry structure according to claim 1 wherein: the lowest ends of the masonry transverse walls (2) and the masonry longitudinal walls (6) are provided with damp-proof layers (10).

6. A building masonry structure according to claim 1 wherein: the left end of the masonry longitudinal wall (6) is inserted into the right end of the masonry transverse wall (2) in a staggered mode.