CN217232307U - Archaize building front wall molding column structure - Google Patents
Archaize building front wall molding column structure Download PDFInfo
- Publication number
- CN217232307U CN217232307U CN202220514869.8U CN202220514869U CN217232307U CN 217232307 U CN217232307 U CN 217232307U CN 202220514869 U CN202220514869 U CN 202220514869U CN 217232307 U CN217232307 U CN 217232307U
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- angle steel
- steel frame
- vertical angle
- wall body
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- 238000000465 moulding Methods 0.000 title claims description 3
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 117
- 239000010959 steel Substances 0.000 claims abstract description 117
- 241001233242 Lontra Species 0.000 claims abstract description 11
- 239000004570 mortar (masonry) Substances 0.000 claims abstract description 10
- 238000010079 rubber tapping Methods 0.000 claims abstract description 7
- 238000009413 insulation Methods 0.000 claims description 4
- 238000005246 galvanizing Methods 0.000 claims 1
- 229910001335 Galvanized steel Inorganic materials 0.000 abstract description 4
- 239000008397 galvanized steel Substances 0.000 abstract description 4
- 239000011505 plaster Substances 0.000 abstract description 3
- 239000002436 steel type Substances 0.000 abstract 1
- 239000011449 brick Substances 0.000 description 9
- 238000010276 construction Methods 0.000 description 9
- 239000010410 layer Substances 0.000 description 9
- 239000003513 alkali Substances 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 238000007493 shaping process Methods 0.000 description 3
- 229910000746 Structural steel Inorganic materials 0.000 description 2
- 239000006185 dispersion Substances 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000004321 preservation Methods 0.000 description 2
- 230000000087 stabilizing effect Effects 0.000 description 2
- 238000004873 anchoring Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 239000002344 surface layer Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02B—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO BUILDINGS, e.g. HOUSING, HOUSE APPLIANCES OR RELATED END-USER APPLICATIONS
- Y02B30/00—Energy efficient heating, ventilation or air conditioning [HVAC]
- Y02B30/90—Passive houses; Double facade technology
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- Panels For Use In Building Construction (AREA)
Abstract
The utility model discloses a archaize building first wall modeling column structure, including ground and wall body, wall body side on the ground is first wall region, first wall region's vertical angle steel frame of four corners setting, be provided with horizontal angle steel frame between the adjacent vertical angle steel frame, be fixed with galvanized angle steel through the inflation screw on the wall body, galvanized angle steel and vertical angle steel frame welded connection, vertical angle steel frame forms keep away from through self tapping screw fixed connection the supertexta board on the three side of wall body, the surface of supertexta board is hung and is established galvanized steel wire net, be equipped with anti-crack mortar on the galvanized steel wire net and plaster the external wire net tiling facing course of supertexta board, the external wall of supertexta board steel wire net tiling facing course of plastering is pasted on the supertexta board steel wire net tiling facing course. The angle steel type otter board modeling column is connected with the rear anchor of the structural wall body, and simultaneously directly located on the outer cantilever plate, so that the load of the upper ice tray eaves and the load of the angle steel frame are dispersed, and the problems of foundation sinking and outward inclination are solved.
Description
Technical Field
The utility model belongs to building construction field, in particular to building first wall modeling post structure modelled after an antique.
Background
At present, the smell of the domestic antique buildings is more and more intense, the antique buildings combine the antique wind decorative surface with the modern building technology, and the traditional culture is perfectly inherited and expressed. In ancient buildings, the central component is the focus of brick carving art, and is the most prominent part of the facade of a gable, and the position is very important. The front and back eaves are used for supporting the front and back eaves and play a role in both roof drainage and side wall water retaining.
A front wall of a traditional archaized building is built by city bricks or machine-made bricks, the front wall is connected with an outer wall of a concrete structure by tie bars, and after the front wall is built, the archaized brick is pasted after being plastered by a net. The central wall of the chichichikuon and the upper ice tray eave are high in total height, large in self weight, and prone to causing foundation sinking and inclined collapse to cause potential safety hazards due to the fact that tie bars are difficult to be arranged according to standard requirements in a spacing mode according to the characteristics of archaize buildings. And the outer archaized brick of the front wall of the room is easy to return alkali when being hit by wind and rain, so that the aesthetic feeling is greatly influenced.
SUMMERY OF THE UTILITY MODEL
The utility model provides a first wall modeling post structure of archaize building room for solve the basis and sink, the wall body collapses, archaize brick returns the technical problem of alkali.
In order to achieve the above purpose, the utility model adopts the following technical scheme: the utility model provides a first wall in a house type column structure of archaize building, including ground and wall body, the ground surpasss the wall body, wall body side on the ground is first wall in the house district, the four corners in first wall in the house district sets up vertical angle steel frame, vertical angle steel frame's both sides are respectively on the sideline in first wall in the house district, be provided with horizontal angle steel frame between the adjacent vertical angle steel frame, be fixed with zinc-plated angle steel through the inflation screw on the wall body, zinc-plated angle steel and vertical angle steel frame welded connection, the last advanced concrete slab of self tapping screw fixed connection of three sides of keeping away from the wall body that vertical angle steel frame formed, zinc-plated steel wire net is established to the surface of advanced concrete slab, be equipped with anti-crack mortar plastering layer on the zinc-plated steel wire net and form the external hanging steel wire net tiling decorative layer of advanced concrete slab, paste the outer wall on the external hanging steel wire net plastering decorative layer of advanced concrete slab and plaster brick.
Through adopting above-mentioned technical scheme, angle steel otter board model post is connected with structure wall body back anchor, directly sit simultaneously on the board of encorbelmenting outward, with upper portion ice dish eaves load and angle steel frame load dispersion, the problem that the basis sinks, the camber is solved, and, otter board face layer roughness height can directly be hung the net and plastered, replaced traditional brickwork wall earlier with the mortar make level again the complicated technology that the net plastered that hangs, the mortar use amount has been reduced the risk of alkali-returning, furthermore, angle steel frame system does not receive the temperature influence and the construction is convenient, it is fast to compare traditional building by laying bricks or stones in a house headwall construction speed, the shaping is of high quality.
Preferably, the two sides of the wall body are provided with positioning and fixing angle steels which are positioned on the two sides of the vertical angle steel frame and fixed on the wall body through self-tapping screws.
Through adopting above-mentioned technical scheme, the fixed angle steel of installation location before the construction can be fixed a position fast in the work progress, improves the efficiency of construction.
Preferably, the angle steel inclined strut is directly fixed on the vertical angle steel frame and the transverse angle steel frame.
By adopting the technical scheme, the angle steel frame has stronger structural stability.
Preferably, an insulation board is laid between the two vertical angle steel frames close to the wall body.
By adopting the technical scheme, the heat insulation of the wall body is realized.
Preferably, the vertical angle steel frame, the transverse angle steel frame and the angle steel diagonal brace are all angle steel with the specification of L50 multiplied by 50 multiplied by 5.
By adopting the technical scheme, the material is convenient to obtain, and the size is reasonable.
Preferably, the distance between the transverse angle steel frames in the height direction is 600 mm.
Through adopting above-mentioned technical scheme, the structural strength of frame is good.
Preferably, six transverse angle steel frames are arranged between the two vertical angle steel frames far away from the wall body, the transverse angle steel frames between the two vertical angle steel frames close to the wall body are arranged at three positions and are located at the lower half sections of the vertical angle steel frames, and the galvanized angle steel is correspondingly arranged at the upper half sections of the vertical angle steel frames.
Through adopting above-mentioned technical scheme, the latter half that the frame is close to the wall body supports through horizontal angle steel frame and realizes stabilizing, and the first half that the frame is close to the wall body connects through the galvanized angle steel, and holistic stability and connection stability are all stronger.
The beneficial effects of the utility model are embodied in: 1. the angle iron otter board modeling column is connected with the structural wall body in a rear anchoring mode and directly located on the outer cantilever plate, load of an upper ice tray eave and load of an angle iron frame are dispersed, and the problems of foundation sinking and outward inclining are solved;
2. the otter board surface layer has high flatness, can be directly hung with a net for plastering, replaces the complex process that the traditional masonry wall is firstly leveled with mortar and then hung with a net for plastering, reduces the usage amount of the mortar and reduces the risk of alkali return;
3. the angle steel frame system is not influenced by temperature and is constructed conveniently, compares that traditional building is built a front wall construction fast, and the shaping is of high quality.
Additional features and advantages of the invention will be set forth in the description which follows, and in part will be obvious from the description, or may be learned by practice of the invention; the primary objects and other advantages of the invention may be realized and attained by the structure particularly pointed out in the written description.
Drawings
Fig. 1 is a schematic overall structure diagram of an embodiment of the present invention;
FIG. 2 is a top sectional view of an embodiment of the present invention;
fig. 3 is a side view of an embodiment of the invention.
Reference numerals are as follows: 1. a foundation; 2. a wall body; 3. a vertical angle frame; 4. a transverse angle frame; 5. galvanized angle steel; 6. an ott board is externally hung with a steel wire mesh plastering tile facing layer; 7. positioning and fixing the angle steel; 8. angle steel diagonal bracing; 9. provided is an insulation board.
Detailed Description
The technical solutions of the present invention are described in detail below by way of examples, and the following examples are merely illustrative and can only be used to explain and illustrate the technical solutions of the present invention, but cannot be interpreted as limitations of the technical solutions of the present invention.
With reference to fig. 1-3, a archaize building front-of-the-house wall modeling column structure comprises a foundation 1 and a wall body 2, the foundation 1 exceeds the wall body 2, the side end of the wall body 2 on the foundation 1 is a front-of-the-house wall area, vertical angle steel frames 3 are arranged at four corners of the front-of-the-house wall area, two sides of each vertical angle steel frame 3 are respectively arranged on the boundary of the front-of-the-house wall area, a transverse angle steel frame 4 is arranged between every two adjacent vertical angle steel frames 3, a galvanized angle steel 5 is fixed on the wall body 2 through expansion screws, the galvanized angle steel 5 is welded with the vertical angle steel frames 3, a steel ott board is fixedly connected on three sides far away from the wall body 2 through self-tapping screws, a galvanized steel wire mesh is hung on the outer surface of the steel ott board, a mortar anti-crack plastering layer is arranged on the galvanized steel wire mesh to form an ott board steel wire mesh external hanging wall tile decorative layer 6, and an archaize brick plaster is pasted on the external wall decorative layer 6.
Angle steel otter board model post is connected with 2 back anchors of structure wall body, directly sit on the board of encorbelmenting outward simultaneously, with upper portion ice dish eaves load and angle steel frame load dispersion, the problem of the basis subsides, the camber has been solved, and otter board face layer roughness height can directly be hung the net and plastered, replaced traditional brickwork wall earlier with mortar level the complicated technology that the net plastered again, the mortar use amount has been reduced and the risk of alkali-returning has been reduced, in addition, angle steel frame system does not receive the temperature influence and the construction is convenient, it is fast to compare tradition building first wall construction speed, the shaping is of high quality.
Fixed angle steel 7 is provided with to the both sides of wall body 2, and fixed angle steel 7 in location is located the both sides of vertical angle steel frame 3, and fixed angle steel 7 in location passes through self-tapping screw to be fixed on wall body 2.
Fixed angle steel 7 of installation location before the construction can fix a position fast in the work progress, improves the efficiency of construction, and vertical angle steel frame 3 and horizontal angle steel frame 4 snap-on have the angle steel bracing 8.
The angle steel frame has strong structural stability, and the heat preservation plate 9 is paved between the two vertical angle steel frames 3 close to the wall body 2, so that the heat preservation of the wall body 2 is realized.
The vertical angle steel frame 3, the horizontal angle steel frame 4 and the angle steel inclined strut 8 are all made of L50 multiplied by 50 multiplied by 5 standard angle steel, the materials are convenient to obtain, and the size is reasonable. The interval of the transverse angle steel frame 4 in the height direction is 600mm, and the frame has good structural strength.
Keep away from horizontal angle steel frame 4 between two vertical angle steel frame 3 of wall body 2 and be provided with six, horizontal angle steel frame 4 between two vertical angle steel frame 3 that is close to wall body 2 sets up three places and is located the second half section of vertical angle steel frame 3, galvanized angle steel 5 corresponds the first half section that sets up at vertical angle steel frame 3, the latter half that the frame is close to wall body 2 supports through horizontal angle steel frame 4 and realizes stabilizing, the first half that the frame is close to wall body 2 connects through galvanized angle steel 5, holistic stability and connection stability are all stronger.
The above description is only for the preferred embodiment of the present invention, but the protection scope of the present invention is not limited thereto, and any changes or substitutions that can be considered by those skilled in the art within the technical scope of the present invention should be covered by the protection scope of the present invention.
Claims (7)
1. The utility model provides a archaize building first wall molding post structure, its characterized in that: including ground (1) and wall body (2), ground (1) surpasss wall body (2), wall body (2) side on ground (1) is the first wall of the residence regional, the first wall of the residence regional four corners sets up vertical angle steel frame (3), the both sides of vertical angle steel frame (3) are respectively on the sideline of the first wall of the residence regional, be provided with horizontal angle steel frame (4) between adjacent vertical angle steel frame (3), be fixed with galvanized angle steel (5) through the inflation screw on wall body (2), galvanized angle steel (5) and vertical angle steel frame (3) welded connection, keep away from on the three side of wall body (2) that vertical angle steel frame (3) formed the otter board through self-tapping screw fixed connection, the wire net of galvanizing is established to the surface mount of otter board, be equipped with anti-crack mortar layer on the galvanized wire net and form otter board wire net plastering tiling veneer layer (6), paste the outer wall on the otter board wire net plastering tiling veneer layer (6).
2. The modular structure of a component according to claim 1, wherein the component comprises a first component comprising a first wall and a second wall, the first wall comprising a first wall and a second wall, the second wall comprising a first wall, a second wall, and a third wall, the first wall comprising a second wall, the first wall being: and two sides of the wall body (2) are provided with positioning and fixing angle steels (7), the positioning and fixing angle steels (7) are positioned on two sides of the vertical angle steel frame (3), and the positioning and fixing angle steels (7) are fixed on the wall body (2) through self-tapping screws.
3. The modular structure of a component according to claim 2, wherein the component comprises a first component comprising a first wall and a second wall, the first wall comprising a first wall and a second wall, the second wall comprising a first wall, a second wall, and a third wall, the first wall comprising a second wall, the first wall being: and the vertical angle steel frame (3) and the transverse angle steel frame (4) are directly fixed with angle steel inclined struts (8).
4. The modular structure of a component according to claim 3, wherein the component comprises a first component comprising a first wall and a second wall, the first wall comprising a first wall and a second wall, the second wall comprising a first wall, a second wall, the first wall comprising a second wall, the second wall comprising a third wall, the second wall, the first wall being: an insulation board (9) is laid between the two vertical angle steel frames (3) close to the wall body (2).
5. The modular structure of a component according to claim 4, wherein the component comprises a first component comprising a first wall and a second wall, the first wall comprising a first wall and a second wall, the second wall comprising a first wall, a second wall, the first wall comprising a second wall, the second wall comprising a third wall, the second wall, the first wall being: the vertical angle steel frame (3), the horizontal angle steel frame (4) and the angle steel inclined strut (8) are all angle steel with the specification of L50 multiplied by 50 multiplied by 5.
6. The modular wall building type column structure according to claim 5, wherein: the distance between the transverse angle steel frames (4) in the height direction is 600 mm.
7. The modular structure of a component according to claim 6, wherein the component comprises a first component comprising a first wall and a second wall, the first wall comprising a first wall and a second wall, the second wall comprising a first wall, a second wall, and a third wall, the first wall comprising a second wall, the first wall being: the horizontal angle steel frames (4) between the two vertical angle steel frames (3) far away from the wall body (2) are provided with six, the horizontal angle steel frames (4) between the two vertical angle steel frames (3) close to the wall body (2) are provided with three parts and are positioned at the lower half section of the vertical angle steel frames (3), and the galvanized angle steel (5) is correspondingly arranged at the upper half section of the vertical angle steel frames (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220514869.8U CN217232307U (en) | 2022-03-10 | 2022-03-10 | Archaize building front wall molding column structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220514869.8U CN217232307U (en) | 2022-03-10 | 2022-03-10 | Archaize building front wall molding column structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217232307U true CN217232307U (en) | 2022-08-19 |
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ID=82841596
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202220514869.8U Active CN217232307U (en) | 2022-03-10 | 2022-03-10 | Archaize building front wall molding column structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217232307U (en) |
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2022
- 2022-03-10 CN CN202220514869.8U patent/CN217232307U/en active Active
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