CN113789894B

CN113789894B - Assembly type hollow ceramic brick curtain wall and construction method thereof

Info

Publication number: CN113789894B
Application number: CN202111199857.7A
Authority: CN
Inventors: 沈潇; 陆昌锋; 苏忠英
Original assignee: Zhejiang Kaida Decoration Engineering Co ltd
Current assignee: Zhejiang Kaida Decoration Engineering Co ltd
Priority date: 2021-10-14
Filing date: 2021-10-14
Publication date: 2023-03-21
Anticipated expiration: 2041-10-14
Also published as: CN113789894A

Abstract

The application relates to an assembled hollow ceramic brick curtain wall and a construction method thereof, belonging to the technical field of building facade structures, wherein the assembled hollow ceramic brick curtain wall comprises a plurality of main beams used for connecting the outer wall of a building and connecting pieces connected to the main beams, and the main beams are vertically arranged; the main beam is connected with a secondary beam horizontally arranged, and the secondary beam is connected with a vertical positioning rod; the outside of the positioning rod is sleeved with a brick. This application utilizes the locating lever to realize the location of fragment of brick to on being fixed in the building outer wall with the locating lever through the combination of girder and secondary beam, thereby realized the quick installation of fragment of brick.

Description

Assembly type hollow ceramic brick curtain wall and construction method thereof

Technical Field

The application relates to the technical field of building facade structures, in particular to an assembled hollow ceramic brick curtain wall and a construction method thereof.

Background

The building facade is a structural form of the building presented outside, which expresses the style and characteristics of the building. With the widespread dissemination of architectural aesthetics, various forms of facades are presented to people in the field of vision.

Wherein, the ceramic brick curtain wall has higher aesthetic property and artistry as a novel curtain wall, and builds the layering of the building. However, the installation of the ceramic tiles on the outer facade of the building is a difficult problem, and the common ceramic tile installation uses connecting materials such as mortar and the like, but the aesthetic property of the outer facade of the building is damaged. If the ceramic bricks are installed on the outer vertical surface of the building through corner connectors piece by piece, the material consumption and the time consumption are huge.

Therefore, it is desirable to provide an assembled hollow-out ceramic brick curtain wall and a construction method thereof, which can facilitate installation.

Disclosure of Invention

In order to facilitate the installation of the ceramic brick curtain wall, the application provides the assembly type hollow ceramic brick curtain wall and the construction method thereof.

First aspect, this application provides an assembled fretwork ceramic brick curtain adopts following technical scheme:

an assembled hollow ceramic brick curtain wall comprises a plurality of main beams and connecting pieces, wherein the main beams are used for connecting the outer wall of a building; the main beam is connected with a secondary beam horizontally arranged, and the secondary beam is connected with a vertical positioning rod; and bricks are sleeved outside the positioning rods.

Through adopting above-mentioned technical scheme, utilize the locating lever to realize the location of fragment of brick to on being fixed in the building outer wall with the locating lever through the combination of girder and secondary beam, thereby realized the quick installation of fragment of brick.

Optionally, set up along vertical adjacent fragment of brick crisscross, and two crisscross fragments of brick cup joint in same root locating lever outside.

Through adopting above-mentioned technical scheme, adjacent and along vertical adjacent fragment of brick between homoenergetic formation more stable whole along the level to improve assembled fretwork ceramic brick curtain wholeness and structural strength.

Optionally, the positioning rod is sleeved with a buffer piece, and the brick clamp is arranged between two adjacent buffer pieces.

Optionally, the buffer member includes a bottom plate and a sleeve, the sleeve is inserted into the brick, and two sides of the bottom plate respectively abut against the surfaces of the adjacent bricks.

Through adopting above-mentioned technical scheme, two adjacent fragment of brick about can keeping apart to the existence of bolster to reduce the probability of fragment of brick contact surface damage. The sleeve is inserted into the brick interior to stably position the position of the buffer piece, and the bottom plate is used for isolating the two adjacent bricks from top to bottom, so that the brick is protected.

Optionally, the secondary beams are vertically arranged with a plurality of bricks, and a plurality of bricks are arranged between adjacent secondary beams.

Optionally, the main beam is further provided with a partition plate, and the partition plate is connected between the adjacent secondary beams.

Through adopting above-mentioned technical scheme, the weight of the fragment of brick of secondary beam top is whole to be supported on the secondary beam, sets up many secondary beams and can divide into groups the fragment of brick on the building outer wall for the fragment of brick of different groups supports respectively on the secondary beam that corresponds, thereby avoids the secondary beam to transship and damages. The setting of division board can reduce the intensity of fragment of brick to on the division board is fixed in the girder, reduced the weight that the secondary beam bore, can strengthen the overall structure stability of assembled fretwork ceramic brick curtain.

Optionally, one side of the main beam is recessed inwards to form at least two grooves for connecting secondary beams, and the same main beam is connected with two secondary beams; the grooves are arranged along the length direction of the main beam in a full length mode; the cross section of the groove is arranged in a shrinking mode from one end close to the main beam to the direction far away from the main beam.

Optionally, the two sides of the main beam are provided with protruding strips along the length direction of the main beam, the groove is located between the two protruding strips, and the end faces of the protruding strips are abutted to the secondary beam.

By adopting the technical scheme, the main beam and the secondary beam are connected by utilizing the bolts and other connecting pieces to penetrate through the grooves, and the secondary beam is tightly supported on the main beam under the action of the bolts and other connecting pieces, so that good fixation is realized. The existence of sand grip can provide the buffering space for the secondary beam that supports tightly, avoids the tight power of supporting between secondary beam and the girder to lead to the recess to take place deformation, can realize supporting tightly of girder and secondary beam simultaneously again to make the joint strength of girder and secondary beam be enough to support the fragment of brick of secondary beam top.

In a second aspect, the application provides a construction method of an assembled hollow ceramic brick curtain wall, which adopts the following technical scheme:

a construction method of an assembled hollow ceramic brick curtain wall comprises the following steps:

mounting a main beam, namely mounting the main beam on the outer wall of a building;

mounting the secondary beam, namely mounting the secondary beam on the main beam;

and (5) installing bricks, namely taking the positioning rod to be fixed on the secondary beam and sleeving the bricks outside the positioning rod.

To sum up, utilize the locating lever will form wholly along vertical adjacent and along the adjacent fragment of brick of level, improved the structural stability of assembled fretwork ceramic brick curtain wall. All set up the bolster about the fragment of brick, reduce the probability of fragment of brick contact surface wearing and tearing to the life of extension assembled fretwork ceramic brick curtain. And a plurality of secondary beams are matched with the partition plates to carry out unitized treatment on the bricks along the vertical direction, so that the load of the secondary beams in the unit is reduced.

Drawings

FIG. 1 is a front view schematic of the present application;

FIG. 2 isbase:Sub>A cross-sectional view A-A of FIG. 1;

FIG. 3 is an enlarged partial schematic view of portion B of FIG. 2;

FIG. 4 is a cross-sectional view taken along line C-C of FIG. 3;

fig. 5 is a partially enlarged schematic view of a portion D in fig. 1.

In the figure, 1, a main beam; 11. a groove; 12. a convex strip; 2. a secondary beam; 21. positioning a rod; 211. a joint; 3. a brick block; 4. pre-burying a steel plate; 41. a connecting member; 5. a buffer member; 51. a base plate; 52. a sleeve; 6. a partition plate; 61. and (7) reinforcing the plate.

Detailed Description

The present application is described in further detail below with reference to figures 1-5.

The embodiment of the application discloses an assembled fretwork ceramic brick curtain wall, combines fig. 1 and fig. 2, and it includes many girder 1 that are fixed in on the building outer wall, connect in girder 1 secondary beam 2 and support the fragment of brick 3 in secondary beam 2 top.

The main beam 1 is arranged vertically, and the main beam 1 and the outer facade of the building are fixed by a connecting piece 41 arranged horizontally.

Referring to fig. 2 and 3, the connecting member 41 is a channel steel, and the outer side of the bottom of the connecting member 41 is attached to the outer wall of the main beam 1. One end of the connecting piece 41 is welded on the embedded steel plate 4 embedded on the outer vertical surface of the building, and the other end is fixed on the outer wall of the main beam 1. The side wall of the main beam 1 is provided with vertical waist-shaped holes, the bottom of the connecting piece 41 is communicated with the two horizontal waist-shaped holes, and the two waist-shaped holes of the connecting piece 41 are vertically arranged. Girder 1 and connecting piece 41 are fixed through the bolt, and in order to strengthen the connection effect between girder 1 and the connecting piece 41, press from both sides between girder 1 and the secondary beam 2 and be equipped with anticorrosive gasket, press from both sides between the tank bottom of connecting piece 41 and the nut and establish the steel meson, the steel meson spot welding is on connecting piece 41 for support tightly on the steel meson after the nut is screwed up.

Referring to fig. 3 and 4, the cross section of the main beam 1 is square, two L-shaped plates integrated with the main beam 1 are arranged on the inner side wall of the main beam 1 corresponding to one side of the short side of the cross section, and the L-shaped plates close two corners of the main beam 1 corresponding to two sides of the inner side wall to form a channel. The through opening is arranged at the position of the inner side wall of the main beam 1 corresponding to the two channels, and the opening is arranged along the whole length of the main beam 1, so that the channels are communicated with the outside at the opening position and form a groove 11 with a T-shaped section.

The both sides of the side wall of the opening of main beam 1 are provided with a convex strip 12 along the length direction, the side wall of convex strip 12 and the outer wall of the two side walls of main beam 1 perpendicular to the side walls are flush, so that two grooves 11 are positioned between two convex strips 12.

The secondary beams 2 are uniformly distributed along the vertical direction, and equal numbers of bricks 3 are arranged on each secondary beam 2 along the same horizontal line. The secondary beams 2 along the same horizontal line are installed on the main beam 1 in sections, and the connecting positions of the secondary beams 2 adjacent along the horizontal direction correspond to the main beam 1. The section of the secondary beam 2 is T-shaped, and the flanges of the secondary beam 2 are fixed on the two grooves 11 of the main beam 1 through bolts, so that the flanges of the secondary beam 2 are tightly abutted to the convex strips 12 of the main beam 1.

Seted up the through-hole on the web of secondary beam 2, worn to be equipped with locating lever 21 in the through-hole, the both ends of locating lever 21 set up internal thread and external screw thread respectively, are convenient for carry out threaded connection along vertical adjacent locating lever 21. Joints 211 are respectively arranged at the bottom of the lowermost positioning rod 21 and the top of the uppermost positioning rod 21, the joints 211 are in threaded connection with the end parts of the corresponding positioning rods 21, and the uppermost secondary beam 2 and the lowermost secondary beam 2 corresponding to the positioning rods 21 are clamped between the two joints 211.

The brick 3 is arranged outside the positioning rod 21 in a penetrating way, and at least two positioning rods 21 are arranged on the same brick 3 in a penetrating way. Brick 3 adopts porous brick, and the job site confirms the locating lever 21 quantity of wearing to establish on brick 3 according to brick 3's size, and this embodiment uses two locating levers 21 of wearing to establish on same brick 3 to explain as the example.

The bricks 3 adjacent along the horizontal direction are arranged at intervals, so that the two positioning rods 21 respectively rotate through the two holes at the end part of the same brick 3. Crisscross setting along vertical adjacent fragment of brick 3 for the outside fragment of brick 3 that cup joints along vertical is crisscross about same root locating lever 21 (see fig. 5).

For the life of extension fragment of brick 3, be provided with bolster 5 between secondary beam 2 and its adjacent fragment of brick 3, along vertical adjacent fragment of brick 3, bolster 5 cup joints in the locating lever 21 outside. The buffer 5 is made of elastic material such as rubber, and the buffer 5 is composed of a circular bottom plate 51 and a sleeve 52 which are coaxially arranged, wherein the diameter of the bottom plate 51 is larger than that of the sleeve 52. The sleeve 52 is inserted in a hole of the brick 3 for inserting the positioning rod 21, and the bottom plate 51 abuts against the surface of the brick 3, so that the bottom plate 51 is clamped between two vertical bricks 3 or between the secondary beam 2 and the brick 3 adjacent to the secondary beam.

In order to improve the overall aesthetic degree of the outer vertical surface of the building and reduce the density of the bricks 3, the main beam 1 is also provided with a partition plate 6. Division board 6 is arranged along vertical interval, and fragment of brick 3 in the design height range is located between adjacent division board 6 for fragment of brick 3 and division board 6 interval set up. The partition plate 6 is installed between two vertically adjacent secondary beams 2, and the upper and lower sides of the partition plate 6 are fixed on the flanges of the two secondary beams 2 through bolts respectively. Division board 6 middle part is through L type angle sign indicating number and screw fixation in on the girder 1, division board 6 forms by a plurality of units concatenation along the horizontal direction, and fixes as a whole through the channel-section steel between the unit of division board 6 along the horizontal direction.

In order to further improve the fixing stability of the partition plate 6 on the outer wall of the building, reinforcing plates 61 are added on the upper and lower sides of the partition plate 6 and in front of the outer wall of the building. One end of the reinforcing plate 61 is fixed on the outer wall of the building through an L-shaped corner connector and a screw, and the other end of the reinforcing plate is fixed on the flange of the secondary beam 2 through a bolt and the partition plate 6. The reinforcing plate 61 is formed by splicing a plurality of units in the horizontal direction, and the units of the reinforcing plate 61 in the horizontal direction are fixed into a whole through channel steel.

With reference to fig. 1-5, the construction method of the assembled hollow ceramic brick curtain wall comprises the following steps:

the main beam 1 is installed and,

weld connecting piece 41 on pre-buried steel sheet 4 on the building outer wall along the level, get girder 1 with two horizontally waist type apertures alignment on vertical waist type aperture on its lateral wall and connecting piece 41 to utilize bolt fastening girder 1 and connecting piece 41, make girder 1 along vertical extension. The number of units of the vertical main beam 1 is selected to be spliced according to the overall height of the building, and the units of the vertical main beam 1 are spliced by adopting aluminum inserting cores.

The secondary beam 2 is installed on the main beam,

the flange of the secondary beam 2 is tightly propped against the convex strip 12 of the main beam 1, and the flange of the secondary beam 2 is fixed on the two grooves 11 of the main beam 1 by using bolts. The secondary beam 2 is formed by splicing a plurality of units along the horizontal direction, the connection part of the units of the adjacent secondary beams 2 is positioned on the main beam 1, namely, the two grooves 11 on the main beam 1 are respectively used for fixing the units of one secondary beam 2.

The partition plate 6 is installed in such a way that,

taking angle steel and welding the angle steel on the embedded steel plate 4 of the outer wall of the building, and fixing the angle code on the surface of the angle steel by using a screw to enable one side wall of the angle code to be parallel to the outer wall of the building. And taking a reinforcing plate 61, fixing one end of the reinforcing plate on the side wall of the corner brace by using a screw, and plugging a water stop belt between the corner brace and the outer wall of the building and gluing for fixing. Channel steel is placed between the horizontally adjacent reinforcing plates 61 and fixed by bolts, and the channel steel is placed on the side where the two reinforcing plates 61 face each other.

The partition plate 6 is placed between the two reinforcing plates 61, and the partition plate 6 is located between two vertically adjacent secondary beams 2. Utilize the bolt to be fixed in the both sides on same root secondary beam 2 edge of a wing respectively with division board 6 tip, fixed plate tip, place the channel-section steel and utilize the bolt fastening between the unit of division board 6 adjacent along the level, the channel-section steel is placed in division board 6 one side towards the building outer wall.

The bricks 3 are installed in the form of blocks,

one end of the positioning rod 21 is taken to penetrate through the web plate of the secondary beam 2 positioned at the lowest part, the bottom of the positioning plate is positioned below the web plate of the secondary beam 2 positioned at the lowest part by using the joint 211, and the positioning rod 21 is supported by arranging a stone block or other blocky object pad between the joint 211 and the ground. The distance of more than 3 thicknesses of a brick is left at the top of the positioning rod 21 from the secondary beam 2 above the positioning rod, so that the brick 3 is conveniently sleeved outside the positioning rod 21.

And sequentially penetrating the buffer piece 5 and the brick 3 outside the positioning rod 21 until the brick 3 is filled on the lower surface of the web plate of the previous secondary beam 2. The other positioning rod 21 is screwed above the previous positioning rod 21, the above steps are repeated until the positioning rod 21 is spliced to the upper surface of the web of the uppermost secondary beam 2, and the top of the positioning rod 21 is positioned by the joint 211.

The embodiments of the present invention are preferred embodiments of the present invention, and the scope of the present invention is not limited by these embodiments, so: all equivalent changes made according to the structure, shape and principle of the invention are covered by the protection scope of the invention.

Claims

1. The utility model provides an assembled fretwork ceramic brick curtain which characterized in that: the building comprises a plurality of main beams (1) used for connecting the outer wall of a building, wherein the main beams (1) are vertically arranged; the main beam (1) is connected with a secondary beam (2) which is horizontally arranged, and the secondary beam (2) is connected with a vertical positioning rod (21); bricks (3) are sleeved outside the positioning rod (21); the bricks (3) which are adjacent in the vertical direction are arranged in a staggered manner, and the two staggered bricks (3) are sleeved outside the same positioning rod (21); the external part of the positioning rod (21) is sleeved with a buffer piece (5), and the brick (3) is clamped between two adjacent buffer pieces (5); a plurality of secondary beams (2) are vertically arranged, and a plurality of bricks (3) are arranged between every two adjacent secondary beams (2); still be provided with division board (6) on girder (1), division board (6) are installed between two vertical adjacent secondary beam (2) of edge, just the upper and lower both sides of division board (6) are respectively through bolt fastening on the edge of a wing of two secondary beam (2), division board (6) middle part is through L type angle sign indicating number and screw fastening on girder (1).

2. The assembled hollow ceramic tile curtain wall of claim 1, wherein: the buffer piece (5) comprises a bottom plate (51) and a sleeve (52), the sleeve (52) is inserted into the brick (3), and two sides of the bottom plate (51) are respectively abutted against the surfaces of the adjacent bricks (3).

3. The assembled hollow ceramic tile curtain wall of claim 1, wherein: one side of the main beam (1) is inwards sunken to form at least two grooves (11) for connecting the secondary beams (2), and the same main beam (1) is connected with two secondary beams (2); the grooves (11) are arranged along the length direction of the main beam (1) in a full-length mode; the cross section of the groove (11) is arranged in a shrinking mode from one end close to the main beam (1) to the direction far away from the main beam (1).

4. The assembled hollow ceramic brick curtain wall as claimed in claim 3, wherein: the two sides of the main beam (1) are provided with protruding strips (12) along the length direction of the main beam, the grooves (11) are located between the two protruding strips (12), and the end faces of the protruding strips (12) are tightly abutted to the secondary beam (2).

5. The construction method of the assembled type hollow ceramic brick curtain wall according to claim 1, characterized in that: the method comprises the following steps:

mounting a main beam (1), namely mounting the main beam (1) on the outer wall of a building;

the secondary beam (2) is installed, and the secondary beam (2) is installed on the main beam (1);

and (3) installing bricks, taking the positioning rod (21) to be fixed on the secondary beam (2), and sleeving the bricks (3) outside the positioning rod (21).