CN213359030U - Ceramic brick masonry curtain wall - Google Patents
Ceramic brick masonry curtain wall Download PDFInfo
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- CN213359030U CN213359030U CN202021545799.XU CN202021545799U CN213359030U CN 213359030 U CN213359030 U CN 213359030U CN 202021545799 U CN202021545799 U CN 202021545799U CN 213359030 U CN213359030 U CN 213359030U
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- ceramic brick
- embedded
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- 239000011449 brick Substances 0.000 title claims abstract description 68
- 239000000919 ceramic Substances 0.000 title claims abstract description 37
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 34
- 239000010959 steel Substances 0.000 claims abstract description 34
- 239000004575 stone Substances 0.000 claims abstract description 18
- 239000010935 stainless steel Substances 0.000 claims abstract description 16
- 229910001220 stainless steel Inorganic materials 0.000 claims abstract description 16
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 15
- 210000003205 muscle Anatomy 0.000 claims abstract description 9
- 239000011083 cement mortar Substances 0.000 claims abstract description 5
- 238000003466 welding Methods 0.000 claims description 11
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 20
- 239000012634 fragment Substances 0.000 abstract description 15
- 239000004567 concrete Substances 0.000 abstract description 7
- 230000000694 effects Effects 0.000 abstract description 3
- 229910052571 earthenware Inorganic materials 0.000 abstract description 2
- 239000007943 implant Substances 0.000 abstract description 2
- 239000004570 mortar (masonry) Substances 0.000 description 14
- 238000013461 design Methods 0.000 description 7
- 229910001335 Galvanized steel Inorganic materials 0.000 description 4
- 239000008397 galvanized steel Substances 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 239000004568 cement Substances 0.000 description 3
- 238000004140 cleaning Methods 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 239000003513 alkali Substances 0.000 description 2
- 239000004927 clay Substances 0.000 description 2
- NBVXSUQYWXRMNV-UHFFFAOYSA-N fluoromethane Chemical compound FC NBVXSUQYWXRMNV-UHFFFAOYSA-N 0.000 description 2
- 238000005259 measurement Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 239000002002 slurry Substances 0.000 description 2
- 241000251468 Actinopterygii Species 0.000 description 1
- 239000012750 alkali resistant agent Substances 0.000 description 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 229910052782 aluminium Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000006253 efflorescence Methods 0.000 description 1
- 238000005265 energy consumption Methods 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 238000005246 galvanizing Methods 0.000 description 1
- 239000011521 glass Substances 0.000 description 1
- 238000003837 high-temperature calcination Methods 0.000 description 1
- 239000011404 masonry cement Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
- 206010037844 rash Diseases 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000002893 slag Substances 0.000 description 1
- 230000007480 spreading Effects 0.000 description 1
- 238000003892 spreading Methods 0.000 description 1
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- Load-Bearing And Curtain Walls (AREA)
Abstract
The utility model provides a curtain is built by laying bricks or stones to ceramic brick, be located between the horizontal board of encorbelmenting of lower floor, including burying the level of burying on every floor level board of encorbelmenting underground, bury the vertical board of burying underground in structural wall, through junction pipe and the fixed steel construction fossil fragments of vertical board of burying and through the fixed curtain of building by angle sign indicating number and steel construction fossil fragments, it is formed by building by laying bricks or stones through low alkaline cement mortar to build by the centre to build the curtain, be equipped with a plurality of stainless steel drawknot muscle in the curtain of building, stainless steel drawknot muscle upper end and lower extreme are implanted respectively in the horizontal board of encorbelmenting of lower floor, the vertical perforation of passing in middle part, be equipped with one deck reinforcing bar. The utility model discloses steel construction fossil fragments bury with the level that the piece is fixed with the horizontal board of encorbelmenting, through vertical piece and the structure wall body of burying, establish in addition that reinforcing bar net piece and drawknot muscle pass the earthenware brick to with implant both sides concrete, effectively guarantee reliability and the steadiness of connection when satisfying the outward appearance effect.
Description
Technical Field
The utility model relates to a construction field specifically belongs to a curtain is built by laying bricks or stones to ceramic brick.
Background
The main types of the prior curtain walls are glass curtain walls, stone curtain walls and aluminum plate curtain walls, and the types of curtain walls have the defect of greatly increasing energy consumption in the processing and using processes. The pottery clay brick curtain wall is a new material curtain wall with pottery clay bricks as the curtain wall decoration panel. The natural argil is used as a raw material, is not added with any other components, is prepared by extrusion molding and high-temperature calcination, has excellent quality and has the characteristics of excellent impact resistance, frost resistance and the like.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a curtain is built by laying bricks or stones to ceramic brick, the technical problem of the easy unstable problem of structure that leads to that the curtain exists is built by laying bricks or stones entirely to solve prior art.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
the utility model provides a curtain is built by laying bricks or stones to ceramic brick, is located between the horizontal board of encorbelmenting of lower floor, its characterized in that: including bury the level of burying underground on every floor level cantilever board and bury the piece, bury the vertical board that buries in structural wall body, through connecting stub pipe and vertical fixed steel construction fossil fragments of burying the board and through the fixed curtain of building by laying bricks or stones of angle sign indicating number and steel construction fossil fragments, it is formed by building by laying bricks or stones through low alkaline cement mortar by the positive perforated pottery brick that is equipped with to build by laying bricks or stones, be equipped with a plurality of stainless steel lacing bars in the curtain of building by laying bricks or stones, in the horizontal cantilever board of lower floor was implanted respectively to stainless steel lacing bar upper end and lower extreme, the middle part was vertical to be passed the perforation, is equipped with one deck reinforcing bar net piece between every 5~7 layers of pottery.
Further preferably, the steel structure keel comprises a vertical keel and a transverse keel, wherein the vertical keel is welded and fixed with the connecting short pipe, the transverse keel is connected between the vertical keels, and the bottom of the vertical keel is welded and fixed with the horizontal embedded part.
Further, the angle sign indicating number passes through the hex bolts and is fixed with horizontal fossil fragments, is equipped with the vertical through-hole that is used for adjusting the angle sign indicating number height on the fixed vertical portion of angle sign indicating number and horizontal fossil fragments.
Furthermore, the reinforcing mesh comprises horizontal ribs on two sides and zigzag connecting ribs arranged between the horizontal ribs on the two sides, and the width of the reinforcing mesh is matched with that of the ceramic bricks.
More preferably, horizontal buried spare and vertical buried plate all include panel and dowel, the dowel lower part of horizontal buried spare still is fixed with the buried plate.
Compared with the prior art the utility model has the following characteristics and beneficial effect:
the utility model discloses steel construction fossil fragments bury with the level that the piece is fixed with horizontal cantilever plate, through vertical board and the structure wall body of burying, establish in addition reinforcing bar net piece and drawknot muscle in addition and pass the earthenware brick to with implant both sides concrete, effectively guarantee reliability and the steadiness of connecting when satisfying the outward appearance effect, solved the easy unstable problem that leads to the structure that prior art built by laying bricks or stones the curtain existence entirely, there are fine popularization and practical value, can produce good economic benefits after extensive popularization and application.
Drawings
FIG. 1 is a schematic structural view of a ceramic brick masonry curtain wall of the utility model;
FIG. 2 is an enlarged view of part A of FIG. 1;
FIG. 3 is a schematic view of the position relationship between the present invention and the upper and lower horizontal cantilever plates;
FIG. 4 is a cross-sectional view of the masonry curtain wall according to the present invention;
fig. 5 is a schematic structural view of a horizontal embedded part according to the present invention;
fig. 6 is a schematic structural view of the vertical buried plate according to the present invention.
Reference numerals: 1-horizontal cantilever plate; 2-horizontal embedded parts; 3-a structural wall; 4-vertical buried plate; 5-connecting short pipes; 6-reinforcing steel bar mesh; 7-corner connector; 8-building a curtain wall; 9-punching; 10-ceramic brick; 11-steel bar mesh; 12-a panel; 13-anchor bars; 14-buried plate; 15-low alkaline cement mortar; 16-steel structural keel; 17-hex bolts.
Detailed Description
In order to make the technical means, innovative features, objectives and functions realized by the present invention easy to understand, the present invention will be further described below.
The embodiments described herein are specific embodiments of the present invention, and are intended to be illustrative of the concepts of the present invention, which are intended to be illustrative and exemplary, and should not be construed as limiting the scope of the embodiments of the present invention. In addition to the embodiments described herein, those skilled in the art will be able to employ other technical solutions which are obvious based on the disclosure of the claims and the specification of the present application, and these technical solutions include technical solutions which make any obvious replacement or modification for the embodiments described herein.
A kind of ceramic brick masonry curtain wall, as shown in figure 1 and 3, lie in and hang and raise between the board 1 horizontally, including burying the horizontal embedded part 2 on the board 1 horizontally and raising every floor underground, bury the vertical buried plate 4 in the structural wall 3 underground, through connecting the short pipe 5 and steel structure keel 16 that the vertical buried plate 4 fixes and building the curtain wall 8 fixed with steel structure keel 16 through the corner connector 7, the building curtain wall 8 is built by the ceramic brick 10 with perforation 9 in the middle part and through the low alkaline cement mortar 15, as shown in figure 4, there are several stainless steel tie bars (not marked in the figure) in the building curtain wall 8, the upper end and bottom end of the tie bar of stainless steel are planted in the horizontal cantilever board 1 of upper and lower floor respectively, the middle part is vertical to pass perforation 9, as shown in figure 2, there is a layer of steel bar netting 6 between every 5-7 layers of ceramic bricks 10, both sides of the steel bar netting 6 are planted in the two side walls, the steel structure keel 16 includes and connects vertical keel that 5 welded fastening of connecting The utility model discloses a ceramic brick, 2 welded fastening are buried with the level to vertical fossil fragments bottom, and angle sign indicating number 7 is fixed with horizontal fossil fragments through hexagon bolt 17, is equipped with the vertical through-hole that is used for adjusting 7 heights of angle sign indicating number on the fixed vertical portion of angle sign indicating number 7 and horizontal fossil fragments, can see from figure 4 that reinforcing bar net piece 6 includes both sides horizontal muscle and locates the zigzag splice bar between the horizontal muscle of both sides, and 6 width of reinforcing bar net piece suit with the 10 width of ceramic brick. As shown in fig. 5 and 6, each of the horizontal buried member 2 and the vertical buried plate 4 comprises a panel 12 and an anchor bar 13, and a buried plate 14 is fixed on the lower portion of the anchor bar 13 of the horizontal buried member 2.
A main construction flow of a ceramic brick masonry curtain wall is as follows: the method comprises the steps of advanced deepening design → measurement and paying-off → embedded part construction → steel structure keel 16 installation → slurry paving → brick laying → steel bar net and tie bar installation → pointing treatment → cleaning protection acceptance.
The method specifically comprises the following steps:
1. and early-stage deepened design: the integral deepening design is carried out on the ceramic brick curtain wall system in the early construction period, and the integral deepening design mainly comprises two parts, namely embedded parts, keel deepening design, ceramic brick masonry and appearance effect deepening design.
2. And (3) measurement and paying-off: the elevation of the curtain wall construction building and the main control contour line of the curtain wall are measured and set off, so that the curtain wall construction is accurately positioned;
3. construction of embedded parts: set up the built-in fitting in concrete placement area and be used for being connected with steel construction fossil fragments 16, the built-in fitting comprises built-in fitting panel and anchor bar two parts, divide into vertical and horizontal embedded part two parts:
1) the panel of the vertical buried plate adopts Q235B and a steel plate; the anchor bars are made of HRB 400-grade steel bars with the diameter of 12 mm. The anchor bars and the panel are subjected to pressure submerged arc welding, the height of a welding line is more than or equal to 10mm, the welding line needs to be full, cold welding, slag inclusion and the like do not exist, and the quality of the welding line reaches three levels; and (3) performing galvanizing treatment on the surface of the embedded part, wherein the local thickness of a galvanized layer is not less than 85 mu m, and the anchor bars of the embedded part are placed on the inner sides of the outermost rows of main bars.
2) In order to ensure the overall stability of the curtain wall with the outer vertical surface of the ceramic brick, concrete cantilever plates are arranged at certain intervals and used for supporting the ceramic brick and the keel on the upper part, therefore, embedded parts are required to be arranged at the positions of the horizontal cantilever plates, the structural form of the embedded parts at the positions is similar to that of the embedded parts with the vertical structure, and steel plates are arranged on the two sides of the anchor bars in a welded connection mode. One side of the bottom steel plate is perforated and welded with the anchor bar.
4. Installing a steel structure keel 16: after concrete pouring is finished, the panels 12 of the horizontal embedded parts 2 and the vertical embedded plates 4 are cleaned, the vertical keels are welded and fixed with the vertical embedded plates 4 through connecting short pipes 5 made of hot-galvanized pipes, the vertical keels are welded and fixed with the horizontal embedded parts 2, after the vertical keels are installed, transverse keels are fixed among the vertical keels in a full-welding mode, and fluorocarbon treatment is carried out on steel structure keels 16 exposed out of the cavity layer;
the short connecting pipe 5 is made of 50 × 4 hot galvanized steel, one side of the short connecting pipe is welded with the panel of the vertical buried plate 4, the other side of the short connecting pipe is welded with the vertical keel, and the thickness of a welding line is 4 mm; the horizontal embedded part is directly welded with the vertical keel. The construction key points of the steel structure keel 16 are as follows:
1) installation of a vertical keel: taking the central axis as a reference axis, arranging reference columns to two sides according to the position requirements of a design drawing, performing left-right deviation control on the columns from bottom to top construction by adopting a fish wire line, and enabling the vertical keels to be communicated by adopting 50 × 4 hot galvanized steel;
2) installing a transverse keel: after the upright columns (vertical keels) are installed, installing cross beams (transverse keels), wherein the transverse keels are made of 50X 4 galvanized steel, the span is not more than 1500mm, the height interval is not more than 420mm, two ends of the transverse keels are in full-welding connection with the contact ends of the upright columns (vertical keels), and the thickness of welding seams is 4 mm;
3) bolt and angle sign indicating number set up: arranging M6 x 70 stainless steel hexagon bolts on the transverse keels, fixing stainless steel angle braces for connecting with the brick curtain wall after the arrangement is finished, wherein the arrangement distance between the hexagon bolts and the angle braces is less than or equal to 500 mm;
4) and (4) carrying out rust-proof and corrosion-resistant treatment (fluorocarbon treatment) on the keel exposed on the cavity layer.
5. Spreading slurry and laying bricks: the specification of the ceramic brick is 240 × 115 × 50mm, and a full-smooth masonry form is adopted during the building and the masonry of the ceramic brick. In order to ensure the building stability of the outer vertical surface of the ceramic brick, the ceramic brick is built in sections at the horizontal cantilever slab part of the main structure, and each section is built to the bottom of the cantilever slab at the upper layer from the surface of the cantilever slab; when in building, the stainless steel corner connectors are built in mortar joints of the ceramic bricks, and the thickness of the mortar joints is not less than 8 mm. The masonry cement mortar adopts special mortar with efflorescence resistance and high-grade cement with 400-500 marks, and the slump of the mortar is not more than 7 cm. Mortar strength grade M15.
6. Installing a steel bar mesh and a lacing bar: the engineering facade curtain wall masonry connection transversely adopts stainless steel tie bars with the diameter of 6mm to form a stainless steel reinforcing mesh sheet, stainless steel tie bars with the diameter of 6mm are longitudinally adopted, concrete structures on two sides are implanted in a bar planting mode to fix ceramic bricks, and the stainless steel reinforcing mesh sheet is arranged in a quincunx shape. When the requirement of earthquake fortification is met, the maximum distance between the vertical stainless steel tie bars and the horizontal reinforcing mesh sheets is not more than 800mm and 400mm respectively. The steel bar net sheets and the tie bars are placed along with the building and are buried in the center of the mortar joints or brick holes to ensure that the mortar joints are full, and the space between the steel bar net sheets is about 40-50CM (the height of 6-7 pieces of bricks).
And (5) penetrating longitudinal tie bar steel bars into the holes of the bricks along with the increase of the number of the layers of the brickwork. The interval between the vertical reinforcing bars is about 5~7 standard bricks long, and the optimum is 4 standard bricks long.
(7) Pointing treatment:
1) selecting a pointing agent: selecting low-alkali cement mixed mortar with alkali content less than or equal to 0.6kg/m for filling joints, and controlling the transverse and vertical brick joints to be 8-12mm according to typesetting; high-grade cement with the grade of no less than 400 and the mortar strength of M15 is adopted, and an alkali-resistant agent is doped in the masonry mortar;
2) pointing construction: and after each masonry is in place and mortar overflowing is scraped, the horizontal joint is hooked with hand pressure, and after the adjacent masonry is in place and vertical joint mortar is filled, the vertical joint is hooked with hand pressure. The vertical seam should be hooked from bottom to top.
(8) Cleaning, protecting and checking: and cleaning and protecting the finished surface, and checking and accepting.
The utility model discloses the outer facade of ceramic brick is built by laying bricks or stones curtain is connected through 16 systems of galvanized steel construction fossil fragments (steel construction fossil fragments) and built-in fitting (horizontal embedded part and vertical embedded plate) of setting in reinforced concrete major structure (structure wall body and horizontal cantilever plate), outer facade is big and is used ceramic brick to be made by the concrete cantilever plate (horizontal cantilever plate) and begin to make progress the staggered joint and build by laying bricks or stones to the one deck cantilever plate, the angle sign indicating number that will connect on steel construction fossil fragments 16 when building by laying bricks or stones is built by laying bricks or stones and is used for in the ceramic brick mortar joint with building by laying bricks or stones the ceramic brick and be connected, build the in-process, set up horizontal reinforcing bar net piece and vertical drawknot muscle according to building the skin number, the mode that uses the bar planting is implanted the structure and is made ceramic brick and structure effectively be connected.
The above description is only for the preferred embodiment of the present invention, and is not intended to limit the present invention, and any modifications, equivalent replacements, improvements, etc. made within the spirit and principle of the present invention should be included within the protection scope of the present invention.
Claims (4)
1. The utility model provides a ceramic brick masonry curtain wall, is located between upper and lower floor's level cantilever board (1), its characterized in that: the steel structure keel structure comprises horizontal embedded parts (2) embedded on horizontal cantilever plates (1) of each floor, vertical embedded plates (4) embedded in a structure wall body (3), steel structure keels (16) fixed with the vertical embedded plates (4) through connecting short pipes (5) and masonry curtain walls (8) fixed with the steel structure keels (16) through angle codes (7), wherein the steel structure keels (16) comprise vertical keels fixed with the connecting short pipes (5) in a welding mode and transverse keels connected between the vertical keels, and the bottoms of the vertical keels are fixed with the horizontal embedded parts (2) in a welding mode;
masonry curtain (8) are built by laying bricks or stones through low alkaline cement mortar (15) by ceramic brick (10) that the centre was equipped with perforation (9) and are formed, be equipped with a plurality of stainless steel drawknot muscle in building curtain (8), in lower floor's level cantilever plate (1) was implanted respectively to stainless steel drawknot muscle upper end and lower extreme, perforation (9) were vertically passed in the middle part, were equipped with one deck reinforcing bar net piece (6) between per 5~7 layers of ceramic brick (10), and it is internal that both sides are implanted to reinforcing bar net piece (6).
2. The ceramic brick masonry curtain wall of claim 1, wherein: the angle sign indicating number (7) are fixed with the horizontal keel through hexagon bolts (17), and vertical through holes used for adjusting the height of the angle sign indicating number (7) are formed in vertical portions where the angle sign indicating number (7) and the horizontal keel are fixed.
3. The ceramic brick masonry curtain wall of claim 1, wherein: the reinforcing steel bar net piece (6) comprises horizontal ribs on two sides and a zigzag connecting rib arranged between the horizontal ribs on the two sides, and the width of the reinforcing steel bar net piece (6) is matched with that of the ceramic brick (10).
4. The ceramic brick masonry curtain wall of claim 1, wherein: the horizontal embedded part (2) and the vertical embedded plate (4) comprise a panel (12) and anchor bars (13), and the lower parts of the anchor bars (13) of the horizontal embedded part (2) are also fixed with embedded plates (14).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021545799.XU CN213359030U (en) | 2020-07-30 | 2020-07-30 | Ceramic brick masonry curtain wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021545799.XU CN213359030U (en) | 2020-07-30 | 2020-07-30 | Ceramic brick masonry curtain wall |
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| Publication Number | Publication Date |
|---|---|
| CN213359030U true CN213359030U (en) | 2021-06-04 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202021545799.XU Active CN213359030U (en) | 2020-07-30 | 2020-07-30 | Ceramic brick masonry curtain wall |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117027251A (en) * | 2023-09-21 | 2023-11-10 | 北京市第三建筑工程有限公司 | Cross deformation joint position curtain wall connecting point structure and construction method thereof |
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2020
- 2020-07-30 CN CN202021545799.XU patent/CN213359030U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117027251A (en) * | 2023-09-21 | 2023-11-10 | 北京市第三建筑工程有限公司 | Cross deformation joint position curtain wall connecting point structure and construction method thereof |
| CN117027251B (en) * | 2023-09-21 | 2024-04-09 | 北京市第三建筑工程有限公司 | Cross deformation joint position curtain wall connecting point structure and construction method thereof |
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