CN101509284A - Large area archaizing tile wall construction method - Google Patents
Large area archaizing tile wall construction method Download PDFInfo
- Publication number
- CN101509284A CN101509284A CNA2009100971211A CN200910097121A CN101509284A CN 101509284 A CN101509284 A CN 101509284A CN A2009100971211 A CNA2009100971211 A CN A2009100971211A CN 200910097121 A CN200910097121 A CN 200910097121A CN 101509284 A CN101509284 A CN 101509284A
- Authority
- CN
- China
- Prior art keywords
- metope
- brick
- tile
- fragment
- folded
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
Images
Landscapes
- Finishing Walls (AREA)
Abstract
The invention discloses a construction method of a large area archaized tile brick wall, comprising the following steps: a. a bearing wall (1) is built: the bearing wall (1) is provided with a overhanging beam and a tie steel bar (4); b. the tiles and bricks are laminated upwards from the overhanging beam on the ground to form a wall surface (5), and the tie steel bar (4) is pressed tightly in the gaps between the tiles and bricks; c. chemise mortar is perfused between inner side of the wall surface (5) and the bearing wall (1) every time the wall surface (5) with a thickness of 5-15cm is built; then the wall surface (5) is further built upwards, and the step is repeated until the wall surface (5) is built to the lower part of the overhanging beam; d. the wall surface (5) is further built upwards from the overhanging beam by following the technique of the step b and step c until the wall surface is built to the lower part of the overhanging beam of next scale height; e. the step d is repeated until the wall surface is built to the top part thereof. The construction method of a large area archaized tile brick wall can practically and effectively create the large area archaized tile brick wall which demonstrates both artistic effects of the remote past and conforms to self supporting requirements.
Description
Technical field
The present invention relates to the job practices of building in a kind of civil engineering, specifically is a kind of job practices of large area archaizing tile wall.
Background technology
Along with the development of technology and culture, economic progress, people also improve constantly the building aesthetic requirement, and the building with unique model and cultural deposits more and more occurs in urban architecture colony.The special building that some cultural spirits are strong (as museum etc.) often needs to build out effect outmoded, of the remote past.In order to reach this requirement, the someone proposes the imagination that forms large area archaizing tile wall at large-scale modern architecture thing surface coverage tile outmoded and not of uniform size or fragment of brick.
Yet this imagination is but owing to the very difficult problem that solves self-supporting of this large area archaizing tile wall is difficult to carry out.Because the area of body of wall is big more, high highly more, the cross sectional area of body of wall unit length requires big more, and is not obviously met the requirement of self-supporting by the large area archaizing tile wall that tile outmoded and not of uniform size or fragment of brick are formed by stacking.
Summary of the invention
The technical problem to be solved in the present invention is, a kind of job practices of large area archaizing tile wall is provided, and this job practices can actual be constructed out effectively not only has artistic effect of the remote past but also meet the large area archaizing tile wall that self-supporting requires.
Technical solution of the present invention is, a kind of job practices of large area archaizing tile wall is provided, and it comprises following construction sequence:
A, utilize routine techniques, build the concrete bearing wall of external surface of buildings, described load bearing wall is provided with outrigger one every 3~4m from bottom to up, and the per pass outrigger is selected bright beam or dark beam according to designing requirement; Described load bearing wall is embedded with the many rows connecting lacing wire that vertically is no more than 60cm between adjacent two rows to distance, and the level of adjacent two connecting lacing wires is no more than 60cm to distance among every row;
B, will collect good tile or fragment of brick from the outrigger that the is positioned at ground folded formation metope of building of block-by-block up, every block of tile or fragment of brick inboard are provided with the mortar of a little, the constructor is laminated tile or fragment of brick by mortar, described filled with mortar is in the slit of tile that constitutes metope or fragment of brick inboard, the inboard distance with load bearing wall of described metope is 4~8cm, when the folded absolute altitude of building to connecting lacing wire of metope, connecting lacing wire is pressed in the slit of tile or fragment of brick;
C, constructor pour into chemise mortar formation chemise screed after whenever folding and building the high metope of 5~15cm between metope inboard and load bearing wall, make the connecting lacing wire in bonding and this metope altitude range of metope and load bearing wall be anchored in the chemise screed, continue upwards folded walling face then, repeat this step until the folded below of building outrigger of metope;
D, up continue folded walling face from outrigger, until folded outrigger below of building a supreme absolute altitude according to the technology of step b and c;
E, repeating step d build to metope top absolute altitude until folded.
If the described outrigger of step c and d is dark beam, then also need make and can't see dark beam at the outside polishing tile or the fragment of brick of dark beam from metope.
Described metope every the height of 60cm be provided with a level to levelling brick band, described levelling brick band is constructed by the fragment of brick of the specification basically identical that is positioned at same absolute altitude.
The job practices of large area archaizing tile wall of the present invention compared with prior art has following remarkable advantage and beneficial effect:
Because every block of tile or fragment of brick inboard are provided with the mortar of a little, the constructor is laminated tile or fragment of brick by mortar, and be perfused with the chemise mortar between folded metope of building of tile or fragment of brick and the load bearing wall, add again between metope and the load bearing wall also to be provided with the connecting lacing wire that is connected both, thus be connected firmly between tile or the fragment of brick and the metope integral body that constitutes by tile or fragment of brick and load bearing wall between also be connected firmly; And because described metope is built from outrigger is up folded, the load of metope is all transferred on the outrigger of load bearing wall, like this, efficiently solves the self-supporting problem of large area archaizing tile wall, makes that this imagination is implemented; Inboard owing to every block of tile or fragment of brick is provided with a little mortar again, and expose part in the metope outside is that the outside of tile or fragment of brick does not have mortar, like this, from the outside, this tile brick wall is built by outmoded irregular tile or fragment of brick are folded, and do not have bonding mortar, like this, having satisfied this building of the remote past is outmoded artistic effect.
Also since the outside polishing of dark beam tile or fragment of brick, make metope can't see dark beam, so there not be to destroy the whole structure of building because of the application of beam secretly.
Because described building is provided with levelling brick band, like this,, has satisfied the outmoded effect of building entanglement, but, guaranteed the in good order of building again again from integral body from the part between the adjacent levelling brick band.
Description of drawings
Fig. 1 is that the side of large area archaizing tile wall involved in the present invention is analysed and observe the partial structurtes schematic diagram.
Fig. 2 be large area archaizing tile wall involved in the present invention face the partial structurtes schematic diagram.
Shown in the figure 1, load bearing wall, 2, Ming Liang, 3, dark beam, 4, connecting lacing wire, 5, metope, 6, the chemise screed, 7, levelling brick band.
The specific embodiment
The invention will be further described below in conjunction with the drawings and specific embodiments.
As shown in Figure 1 and Figure 2, the job practices of large area archaizing tile wall of the present invention, it comprises following construction sequence:
A, utilize routine techniques, build the concrete bearing wall 1 of external surface of buildings, described load bearing wall 1 is provided with outrigger one every 3.5m from bottom to up, and the per pass outrigger is selected bright beam 2 or dark beam 3 according to designing requirement; Described load bearing wall 1 is embedded with between adjacent two rows and vertically is many rows connecting lacing wire 4 of 60cm to distance, and the level of adjacent two connecting lacing wires 4 is 60cm to distance among every row, and present embodiment adopts the zinc-coated wire connecting lacing wire;
B, will collect good tile or fragment of brick from the outrigger that is positioned at ground up folded the building of block-by-block form metope 5, every block of tile or fragment of brick inboard are provided with the mortar of a little, the constructor is laminated tile or fragment of brick by mortar, described filled with mortar is in the slit of tile that constitutes metope 5 or fragment of brick inboard, described metope 5 inboard distances with load bearing wall 1 are 6cm, when metope 5 folded building, connecting lacing wire 4 is pressed in the slit of tile or fragment of brick to the absolute altitude of connecting lacing wire 4;
The whenever folded high metope of the 10cm 5 backs perfusion chemise mortar between metope 5 inboards and load bearing wall 1 of building of c, constructor constitutes chemise screed 6, make the connecting lacing wire 4 in bonding and these metope 5 altitude ranges of metope 5 and load bearing wall 1 be anchored in the chemise screed 6, continue upwards folded walling face 5 then, repeat this step until metope 5 folded belows of building outrigger;
D, up continue folded walling face 5 from outrigger, until folded outrigger below of building a supreme absolute altitude according to the technology of step b and c;
E, repeating step d build to metope 5 top absolute altitudes until folded.
If the described outrigger of step c and d is dark beam 3, then also need make and can't see dark beam 3 at the outside polishing tile or the fragment of brick of dark beam 3 from metope 5.
Described metope 5 every the height of 60cm be provided with a level to levelling (approaching) brick band 7, described levelling brick band 7 is constructed by the fragment of brick of the specification basically identical that is positioned at same absolute altitude.
The outside of described bright beam 2 is slightly protruding in metope 5 outsides, and described dark beam 3 is than the 6cm that contracts in metope 5 outsides.
Claims (3)
1, a kind of job practices of large area archaizing tile wall, it comprises following construction sequence:
A, utilize routine techniques, build the concrete bearing wall (1) of external surface of buildings, described load bearing wall (1) is provided with outrigger one every 3~4m from bottom to up, and the per pass outrigger is selected bright beam (2) or dark beam (3) according to designing requirement; Described load bearing wall (1) is embedded with the many rows connecting lacing wire (4) that vertically is no more than 60cm between adjacent two rows to distance, and the level of adjacent two connecting lacing wires (4) is no more than 60cm to distance among every row;
B, will collect good tile or fragment of brick from the outrigger that is positioned at ground up folded the building of block-by-block form metope (5), every block of tile or fragment of brick inboard are provided with the mortar of a little, the constructor is laminated tile or fragment of brick by mortar, described filled with mortar is in the slit of tile that constitutes metope (5) or fragment of brick inboard, the inboard distance with load bearing wall (1) of described metope (5) is 4~8cm, build to the absolute altitude of connecting lacing wire (4) when metope (5) is folded, connecting lacing wire (4) is pressed in the slit of tile or fragment of brick;
The whenever folded high metope of 5~15cm (5) the back perfusion chemise mortar between metope (5) inboard and load bearing wall (1) of building of c, constructor constitutes chemise screed (6), make the connecting lacing wire (4) in bonding and this metope (5) altitude range of metope (5) and load bearing wall (1) be anchored in the chemise screed (6), continue upwards folded walling face (5) then, repeat this step until the folded below of building outrigger of metope (5);
D, up continue folded walling face (5) from outrigger, until folded outrigger below of building a supreme absolute altitude according to the technology of step b and c;
E, repeating step d build to metope (5) top absolute altitude until folded.
2, the job practices of a kind of large area archaizing tile wall according to claim 1, it is characterized in that: if the described outrigger of step c and d is a dark beam (3), then also need make and can't see dark beam (3) at the outside polishing tile or the fragment of brick of dark beam (3) from metope (5).
3, the job practices of a kind of large area archaizing tile wall according to claim 1, it is characterized in that: described metope (5) every the height of 60cm be provided with a level to levelling brick band (7), described levelling brick band (7) is constructed by the fragment of brick of the specification basically identical that is positioned at same absolute altitude.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2009100971211A CN101509284B (en) | 2009-03-23 | 2009-03-23 | Large area archaizing tile wall construction method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2009100971211A CN101509284B (en) | 2009-03-23 | 2009-03-23 | Large area archaizing tile wall construction method |
Publications (2)
Publication Number | Publication Date |
---|---|
CN101509284A true CN101509284A (en) | 2009-08-19 |
CN101509284B CN101509284B (en) | 2010-12-08 |
Family
ID=41001805
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN2009100971211A Expired - Fee Related CN101509284B (en) | 2009-03-23 | 2009-03-23 | Large area archaizing tile wall construction method |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN101509284B (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103883019A (en) * | 2014-02-25 | 2014-06-25 | 巨匠建设集团有限公司 | Construction method of Beijing brick decorating wall |
Family Cites Families (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE10211811A1 (en) * | 2002-03-16 | 2003-10-02 | Bernd Stolte | Procedure for applying moisture-resistant layer on outer facing of buildings entails first creating underlayer and then gluing onto underlayer wallpaper-like strips consisting of moisture-resistant material |
FR2895002B1 (en) * | 2005-12-19 | 2008-02-08 | Christian Ploux | METHOD FOR PRODUCING A COATING SIMULATING AN APPARATUS OF MASONRY PIECES AND SEALS MUTUALLY CONNECTING THEM |
CN101029524A (en) * | 2006-07-28 | 2007-09-05 | 范永光 | Mosaic tile built-in fitting, external-wall thermal-insulating structure and its construction |
CN100587183C (en) * | 2006-12-25 | 2010-02-03 | 于承安 | Netless flexible tapestry brick thermal insulation wall body and construction method thereof |
-
2009
- 2009-03-23 CN CN2009100971211A patent/CN101509284B/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103883019A (en) * | 2014-02-25 | 2014-06-25 | 巨匠建设集团有限公司 | Construction method of Beijing brick decorating wall |
CN103883019B (en) * | 2014-02-25 | 2016-01-06 | 巨匠建设集团有限公司 | The construction method of a kind of capital brick decorative wall |
Also Published As
Publication number | Publication date |
---|---|
CN101509284B (en) | 2010-12-08 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN103469939B (en) | A kind of masonry filler wall and main body flexibly connect earthquake resistant structure and construction method thereof | |
CN104264862A (en) | 3D printing reinforcement masonry shear wall structure and construction method thereof | |
CN204959767U (en) | Novel suspended net shotcrete structure between stake | |
CN202945728U (en) | Building block/brick and masonry structure thereof | |
CN201400944Y (en) | Brick wall with large area of antique tiles | |
CN101509284B (en) | Large area archaizing tile wall construction method | |
CN106284653A (en) | The construction method that a kind of balcony construct capital interspaces in advance | |
CN105297910A (en) | Connecting structure of prefabricated floor plate and steel beam | |
RU2441965C1 (en) | Multi-stored building of the frame-wall structural system from prefabricated and monolithic reinforced concrete | |
CN204001705U (en) | Outer wall of basement single surface formwork constructing structure based on earth anchor truss | |
CN204491883U (en) | A kind of assembling energy consumption steel plate shear wall | |
CN204551796U (en) | Building structure at the bottom of a kind of Vierendeel girder | |
JP2009209585A (en) | Seismic strengthening method and seismic strengthening structure of existing building | |
CN103362146B (en) | Floor slab waterproof protective layer construction method | |
CN216130377U (en) | Peripheral revetment of assembled steel construction building outband decoration perforated brick wall | |
CN204139190U (en) | A kind of Liftable preformed bricks fetal membrane | |
CN204703545U (en) | A kind of reinforcing mixing board wall for brick is taken root structure | |
CN210508478U (en) | A L type outsourcing wall body for brick wall of flowing water | |
CN204000936U (en) | Outer wall of basement single surface formwork system based on fastener type steel pipe earth anchor truss | |
CN103015563B (en) | Outer-block inner-masonry building structure system | |
CN204531173U (en) | A kind of precast concrete foundation girder construction | |
CN205712826U (en) | A kind of damping precast stair | |
CN109779085A (en) | A kind of antidetonation wall and its Shockproof reinforcing method | |
CN205475987U (en) | Two female public button head T shape building blocks and brickwork of building by laying bricks or stones thereof | |
CN203755492U (en) | Novel thermal insulation wall |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20101208 Termination date: 20170323 |