CN204252494U - Reduce deviation building structure - Google Patents
Reduce deviation building structure Download PDFInfo
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- CN204252494U CN204252494U CN201420516245.5U CN201420516245U CN204252494U CN 204252494 U CN204252494 U CN 204252494U CN 201420516245 U CN201420516245 U CN 201420516245U CN 204252494 U CN204252494 U CN 204252494U
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- angle steel
- steel
- horizontal angle
- level ground
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Abstract
The building structure of the utility model open a kind of minimizing deviation, comprise beam, level ground, steel frame, decorative wall brick, decoration floor tile and galvanized steel plain sheet, described level ground marginal existence deviation, described steel frame is fixed on beam and level ground, described steel frame comprises the first horizontal angle steel, second horizontal angle steel and sole bar angle, and support angle steel, described first horizontal angle steel is fixed on described level ground by expansion bolt, described second horizontal angle steel is fixed on beam by expansion bolt, described sole bar angle is fixedly connected with described first horizontal angle steel and the second horizontal angle steel, the described sole bar angle other end is fixed in described support angle steel one end, described galvanized steel plain sheet is fixed on described first horizontal angle steel, the cross section of described galvanized steel plain sheet is parallel to the error that described level ground finally makes up level ground marginal existence, decoration floor tile forms final decorative ground, described decorative wall brick forms final decorated wall surface.
Description
Technical field
The utility model relates to architectural decoration field, particularly relates to the building structure of a kind of minimizing deviation.
Background technology
At present, along with the development of China's economy, architectural style and structure are constantly brought forth new ideas, and difficulty and the complexity of building operations also constantly increase, particularly some emerging highrise buildings.
But when carrying out decoration construction, during by checking original soil building, find that deviation has in various degree appearred in original building.Because this building level ground is hollow Architectural fringes, difficulty of construction is large, and wayward building operations error, brings a lot of trouble to decoration construction, if do not can solve Architectural fringes offset issue, then can affect whole construction engineering quality.As again done over again process to building, not only needing to expend larger manpower and materials, and programming and structural safety can be affected.
Utility model content
In view of this, the utility model is for the disappearance of prior art existence, and its main purpose is to provide a kind of minimizing deviation building structure improving construction quality.
For achieving the above object, the utility model provides a kind of and reduces deviation building structure, wherein, the building structure of described minimizing deviation comprises beam, level ground, steel frame, decorative wall brick, decoration floor tile and galvanized steel plain sheet, described level ground marginal existence deviation, described steel frame is fixed on beam and level ground, described steel frame comprises the first horizontal angle steel, second horizontal angle steel and sole bar angle, and support angle steel, described first horizontal angle steel is fixed on described level ground by expansion bolt, and extend along vertical described level ground edge direction, described second horizontal angle steel is fixed on the vertical plane of beam by expansion bolt, and be parallel to described first horizontal angle steel, described sole bar angle is parallel to the vertical plane of described beam, and be fixedly connected with described first horizontal angle steel and the second horizontal angle steel, described sole bar angle is fixed in described support angle steel one end, the other end is fixed on described second horizontal angle steel, described galvanized steel plain sheet is welded on described first horizontal angle steel, the cross section of described galvanized steel plain sheet is parallel to the error that described level ground finally makes up level ground marginal existence, decoration floor tile is fixed on level ground by cement sand bed, steel frame and galvanized steel plain sheet are embedded in cement sand bed, form final decorative ground, described decorative wall brick is fixed on sole bar angle by stainless steel, form final decorated wall surface.
Wherein, described first horizontal angle steel is along body of wall level ground equidistant placement, and spacing is not more than 90CM.
Wherein, described first horizontal angle steel exposes body of wall one end and is welded on described sole bar angle and described support angle steel.
Wherein, described second horizontal angle steel is along beam horizontal direction equidistant placement, and spacing is not more than 90CM.
Wherein, described second horizontal angle steel is welded on described sole bar angle away from body of wall one end, the other end is fixed on beam by expansion bolt, and is also welded with support angle steel above beam one end.
Wherein, described sole bar angle is welded on the first horizontal angle steel and the second horizontal angle steel.
Wherein, described support angle steel is welded on the first horizontal angle steel and the second horizontal angle steel.
Wherein, described cement sand bed is also provided with cement mortar screeding layer.
Wherein, described stainless steel and sole bar angle are bolted.
The minimizing deviation building structure that the utility model provides, the the first horizontal angle steel of horizontal angle steel second and sole bar angle is comprised by described steel frame, and support angle steel, described first horizontal angle steel is pre-buried on described level ground, described first horizontal angle steel is fixed on described level ground by expansion bolt, described sole bar angle is parallel to described beam, described support angle steel is fixed between described sole bar angle and described second horizontal angle steel, described second horizontal angle steel is fixed on beam near beam one end by expansion bolt, described galvanized steel plain sheet is fixed on described first horizontal angle steel, the cross section of described galvanized steel plain sheet is parallel to described level ground, the deviation realizing edge, described level ground make up by described galvanized steel plain sheet, eliminate the edge bias of original building, thus reach architectural appearance modeling requirement, improve construction quality.
Accompanying drawing explanation
For more clearly setting forth structural feature of the present utility model and effect, be described in detail below in conjunction with accompanying drawing and specific embodiment.
The schematic diagram of the minimizing building deviation building structure that Fig. 1 provides for the utility model.
Detailed description of the invention
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the utility model embodiment is clearly and completely described.
Refer to Fig. 1, the one that the utility model provides reduces building deviation building structure 100.Described minimizing deviation building structure 100 comprises beam 10, level ground 11, steel frame 20, decoration floor tile 30, decorative wall brick 40, cement sand bed 50, galvanized steel plain sheet 51 and building guardrail baffle plate (or building curtain wall) glass 60.
Described beam 10 comprises vertical beam face 12, and described level ground 11 exists deviation, and described decoration floor tile 30 is fixed on level ground 11 by cement mortar 50.
Described steel frame 20 comprises the first horizontal angle steel 21 and sole bar angle 22, supports angle steel 23, and the second horizontal angle steel 232.Described first horizontal angle steel 21 is embedded on described level ground 11 in advance, and extends along being parallel to direction, described level ground 11, and described horizontal angle steel 21 is fixed on described level ground 11 by expansion bolt 21a.
Described sole bar angle 22 is parallel to described beam face 12, and is fixedly connected with described first horizontal angle steel 21 and the second horizontal angle steel 232, and described support angle steel 23 is fixed between described sole bar angle 22 and described second horizontal angle steel.
Described second horizontal angle steel 231 is fixed on beam face 12 by expansion bolt.
Described galvanized steel plain sheet 51 is fixed on described first horizontal angle steel 21, and the cross section of described galvanized steel plain sheet 51 is parallel to described level ground 11.
Be fixed on described first horizontal angle steel 21 by described galvanized steel plain sheet 51, the cross section of described galvanized steel plain sheet 51 is parallel to described level ground 11, the deviation realizing described level ground 11 make up by described galvanized steel 51 plate, the edge bias of original building is eliminated, thus improve construction quality, realize architectural appearance moulding.
In present embodiment, the floor edge that described beam 10 is built for hollow, described beam face 12 is floor side.Certainly, in other embodiments, described level ground 11 can also be balcony face,
In present embodiment, described steel frame 20 plays the described galvanized steel plain sheet 51 of support and acts on.The Impact direction that described support angle steel 23 can change the first horizontal angle steel 21 makes pulling force suffered by institute's expansion bolt reduce, and mainly bear horizontal shear, total is made to follow safety, the internal stress of described sole bar angle 22 makes the stabilized structure of described first horizontal angle steel 21 and described second horizontal angle steel 232, realize balancing of stresses, avoid described steel frame 20 to be out of shape because carrying overweight causing, thus occur safety failure.Concrete, described first horizontal angle steel 21, sole bar angle 22, support angle steel 23 and the second horizontal angle steel 232 are Zinc-coated angle steel, and are welded to each other.Namely described sole bar angle 22 is welded on the first horizontal angle steel 21 and the second horizontal angle steel 232, and described support angle steel 23 is welded on the first horizontal angle steel 21 and the second horizontal angle steel 232 simultaneously.Certainly, in other embodiments, described horizontal angle steel, sole bar angle and support angle steel can also be connected by corner brace bolt each other.
In present embodiment, described decoration floor tile 30 is stone plate, decorates floor tile 30 and mutually splice described in polylith, and is layed on described level ground 11 by cement mortar 50, plays protection flooring, decorative effect.Certainly, in other embodiments, described decoration panel can also be ceramic tile.
In present embodiment, described decorative wall brick 40 is smooth stone plate, decorative wall brick 40 described in polylith mutually splicing covers described beam face 12, thus decorate described beam face 12, four corner edge of described decorative wall brick 40 all have hanging hole, and described decorative wall brick 40 is fixed on described sole bar angle 22 by stainless steel (not shown).Described stainless steel is connected with sole bar angle 22 bolt.
Further, the relatively described sole bar angle 22 of described support angle steel 23 tilts.
Further, described first horizontal angle steel 21 exposes described body of wall 10 one end and is welded on described sole bar angle 22 and described support angle steel 23.
In present embodiment, in order to make the structure of described first horizontal angle steel 21 and described sole bar angle 22 more firm, described beam 10 is exposed in described first horizontal angle steel 21 one end, and weld with described sole bar angle 22 one end, weld away from described beam 10 one end with described support angle steel 23 simultaneously, thus make balancing of stresses between described sole bar angle 22, the first horizontal angle steel 232 of horizontal angle steel 21, second and described beam 10.The other end of described second horizontal angle steel 232 is fixed on the vertical plane of beam 10 by expansion bolt, and above beam 10 one end, be also welded with support angle steel 23.In present embodiment, described first horizontal angle steel 21 is along body of wall level ground 11 equidistant placement, and spacing is not more than 90CM.Described second horizontal angle steel 232 is along beam 10 horizontal direction equidistant placement, and spacing is not more than 90CM.Certainly, in other embodiments, described first horizontal angle steel can also be fix described sole bar angle by switching angle steel.
Further, described minimizing deviation building structure 100 also comprises cement sand bed 50, and described support body of wall 50 is arranged at described first horizontal angle steel 21 and exposes on described beam 10 one end.
In present embodiment, in order to described level ground 11 and described galvanized steel plain sheet 51 are formed entirety, described cement sand bed 50 extends to described galvanized steel plain sheet 51 from the top on described ground 11.Described cement sand bed 50 is wholely set with described beam 10 and described level ground 11.Described cement sand bed 50 is also provided with cement mortar screeding layer.Certainly, in other embodiments, described support body of wall can also be fixedly connected with described body of wall by keel steelframe.
Described minimizing deviation building structure 100 also comprises building guardrail baffle plate (or building curtain wall) glass 60, described cement sand bed 50 is provided with glass installation groove 61, described glass installation groove 61 extends along being parallel to described galvanized steel plain sheet 51 cross-sectional direction, described building guardrail baffle plate (or building curtain wall) glass 60 is installed in described glass installation groove 61, and the cross-section normal of described building guardrail baffle plate (or building curtain wall) glass 60 is in the cross section of described galvanized steel plain sheet 51.
Be installed on described cement sand bed 50 by described building guardrail baffle plate (or building curtain wall) glass 60, and then described building guardrail baffle plate (or building curtain wall) glass 60 forms the decorative cover of overall leveling with described galvanized steel plain sheet 51, thus make the edge bias of described minimizing deviation building structure 100 less, and realize diversified decorative effect.
Further, zinc-plated support steel plate 51 is established between described first horizontal angle steel 21 and described cement sand bed 50.
The minimizing deviation building structure that the utility model provides, the the first horizontal angle steel of horizontal angle steel second and sole bar angle is comprised by described steel frame, and support angle steel, described first horizontal angle steel is pre-buried on described level ground, described first horizontal angle steel is fixed on described level ground by expansion bolt, described sole bar angle is parallel to described beam, described support angle steel is fixed between described sole bar angle and described second horizontal angle steel, described second horizontal angle steel is fixed on beam near beam one end by expansion bolt, described galvanized steel plain sheet is fixed on described first horizontal angle steel, the cross section of described galvanized steel plain sheet is parallel to described level ground, the deviation realizing edge, described level ground make up by described galvanized steel plain sheet, eliminate the edge bias of original building, thus reach architectural appearance modeling requirement, improve construction quality.
The above is preferred embodiment of the present utility model; it should be pointed out that for those skilled in the art, under the prerequisite not departing from the utility model principle; can also make some improvements and modifications, these improvements and modifications are also considered as protection domain of the present utility model.
Claims (9)
1. one kind is reduced deviation building structure, it is characterized in that, the building structure of described minimizing deviation comprises beam, level ground, steel frame, decorative wall brick, decoration floor tile and galvanized steel plain sheet, described level ground marginal existence deviation, described steel frame is fixed on beam and level ground, described steel frame comprises the first horizontal angle steel, second horizontal angle steel and sole bar angle, and support angle steel, described first horizontal angle steel is fixed on described level ground by expansion bolt, and extend along vertical described level ground edge direction, described second horizontal angle steel is fixed on the vertical plane of beam by expansion bolt, and be parallel to described first horizontal angle steel, described sole bar angle is parallel to the vertical plane of described beam, and be fixedly connected with described first horizontal angle steel and the second horizontal angle steel, described sole bar angle is fixed in described support angle steel one end, the other end is fixed on described second horizontal angle steel, described galvanized steel plain sheet is welded on described first horizontal angle steel, the cross section of described galvanized steel plain sheet is parallel to the error that described level ground finally makes up level ground marginal existence, decoration floor tile is fixed on level ground by cement sand bed, steel frame and galvanized steel plain sheet are embedded in cement sand bed, form final decorative ground, described decorative wall brick is fixed on sole bar angle by stainless steel, form final decorated wall surface.
2. minimizing deviation according to claim 1 building structure, is characterized in that, described first horizontal angle steel is along body of wall level ground equidistant placement, and spacing is not more than 90CM.
3. minimizing deviation according to claim 2 building structure, is characterized in that, described first horizontal angle steel exposes body of wall one end and is welded on described sole bar angle and described support angle steel.
4. minimizing deviation according to claim 3 building structure, is characterized in that, described second horizontal angle steel is along beam horizontal direction equidistant placement, and spacing is not more than 90CM.
5. minimizing deviation according to claim 4 building structure, it is characterized in that, described second horizontal angle steel is welded on described sole bar angle away from body of wall one end, the other end is fixed on beam by expansion bolt, and is also welded with support angle steel above beam one end.
6. minimizing deviation according to claim 5 building structure, is characterized in that, described sole bar angle is welded on the first horizontal angle steel and the second horizontal angle steel.
7. minimizing deviation according to claim 6 building structure, is characterized in that, described support angle steel is welded on the first horizontal angle steel and the second horizontal angle steel.
8. minimizing deviation according to claim 7 building structure, is characterized in that, described cement sand bed is also provided with cement mortar screeding layer.
9. minimizing deviation according to claim 8 building structure, is characterized in that, described stainless steel and sole bar angle are bolted.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420516245.5U CN204252494U (en) | 2014-09-09 | 2014-09-09 | Reduce deviation building structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420516245.5U CN204252494U (en) | 2014-09-09 | 2014-09-09 | Reduce deviation building structure |
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| Publication Number | Publication Date |
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| CN204252494U true CN204252494U (en) | 2015-04-08 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201420516245.5U Expired - Fee Related CN204252494U (en) | 2014-09-09 | 2014-09-09 | Reduce deviation building structure |
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| CN (1) | CN204252494U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105821998A (en) * | 2016-06-01 | 2016-08-03 | 苏州金螳螂建筑装饰股份有限公司 | Concave-convex curtain wall mounting structure |
-
2014
- 2014-09-09 CN CN201420516245.5U patent/CN204252494U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105821998A (en) * | 2016-06-01 | 2016-08-03 | 苏州金螳螂建筑装饰股份有限公司 | Concave-convex curtain wall mounting structure |
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| Date | Code | Title | Description |
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| 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: 20150408 Termination date: 20210909 |