CN204960126U - A floor beam structure for villa - Google Patents
A floor beam structure for villa Download PDFInfo
- Publication number
- CN204960126U CN204960126U CN201520720261.0U CN201520720261U CN204960126U CN 204960126 U CN204960126 U CN 204960126U CN 201520720261 U CN201520720261 U CN 201520720261U CN 204960126 U CN204960126 U CN 204960126U
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- Prior art keywords
- type crossbeam
- angle
- type
- floor joist
- floor
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- Expired - Fee Related
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 55
- 239000010959 steel Substances 0.000 claims abstract description 55
- HCHKCACWOHOZIP-UHFFFAOYSA-N zinc Chemical compound data:image/svg+xml;base64,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 data:image/svg+xml;base64,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 [Zn] HCHKCACWOHOZIP-UHFFFAOYSA-N 0.000 claims abstract description 4
- 239000011701 zinc Substances 0.000 claims abstract description 4
- 229910052725 zinc Inorganic materials 0.000 claims abstract description 4
- 230000000875 corresponding Effects 0.000 claims description 4
- 230000002787 reinforcement Effects 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 18
- 239000000203 mixture Substances 0.000 abstract description 3
- 238000007747 plating Methods 0.000 abstract 1
- 238000005516 engineering process Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000011449 brick Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000010606 normalization Methods 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
Abstract
The utility model relates to a floor beam structure for villa, it includes H shaped steel, vertical dotting punch, horizontal dotting punch, lightening hole, a C type crossbeam, the 2nd C type crossbeam, first angle cleat, second angle cleat, first elongated slot, second elongated slot, the first floor beam of going up, first floor beam, strengthen the angle steel, floor beam, second floor beam, a second supporting beam on first the supporting beam, second, the first floor beam that goes up corresponds setting and parallel with first floor beam, the utility model discloses a light steel and the combination of H shaped steel are used, and the sound construction is rational in infrastructure, adopts zinc -plating anticorrosive durable, reinforce through the angle steel, and increase strength adopts H shaped steel atress equitable, and the lightening hole lightens the heavy burden, through the alignment dotting punch, reduces construction error, improves construction quality, improves bearing capacity through a supporting beam, construction speed is fast, the building high quality.
Description
Technical field
The utility model relates to a kind of floor beam syndeton, is specifically related to a kind of floor beam structure for villa.
Background technology
Light steel structure house building has the plurality of advantages such as construction is convenient, high from the standardization and normalization degree of heavy and light, factorial praluction, energy-saving efficiency good, resource environment saving.Existing lightgage steel joist building frame retaining wall and separation body of wall are the building structure taking embedded mode, method of clamping and standard component fastening means to realize by the sheet material of various material.
Obviously, the cost of production of this building enclosure wall board is relatively high, and maintenance cost of its building, the intensity of wall body structure and natural environment, climate change is on the generation more or less of its uncertainty affected and the popularization weakened in a lot of range of application.
And traditional wooden construction, brick mix structure, normal steel structure, concrete structure exist consumption greatly relatively in resource, the energy, environment, man-hour, labour etc., technical standard standardization and site construction technology are subject to the interference of human factor, synoptic climate condition element etc. more.
Utility model content
Technical problem to be solved in the utility model is to provide a kind of sound construction, the floor beam structure for villa fast, with low cost and easy for installation of constructing.
For solving the problem, technical solution adopted in the utility model is:
The utility model comprises the H profile steel of biside plate and plane-parallel, the vertical dotting punch on the intermediate plate of H profile steel is arranged on along plumb line, the horizontal dotting punch on the intermediate plate of H profile steel is arranged on along horizon, be arranged on the lightening hole on the intermediate plate of H profile steel, the C type crossbeam that the epipleural of lower side panel and described H profile steel is fitted and connected, the 2nd C type crossbeam that the epipleural of lower side panel and described H profile steel is fitted and connected, be arranged on the first connecting angle in the C type groove of a C type crossbeam, be arranged on the second connecting angle in the C type groove of the 2nd C type crossbeam, be arranged on the first elongated slot in a C type side plate of crossbeam, be arranged on the second elongated slot in the 2nd C type side plate of crossbeam, be arranged on floor joist on first in the C type groove of a C type crossbeam, be arranged on first time floor joist in the C type groove of a C type crossbeam, first brace summer of more than three on first between floor joist and first time floor joist is arranged in broken line, be arranged on floor joist on second in the C type groove of the 2nd C type crossbeam, second brace summer of more than three being arranged on second time floor joist in the C type groove of the 2nd C type crossbeam and being arranged in broken line on second between floor joist and second time floor joist, strengthen angle steel and be bolted floor joist on first, first time floor joist and a C type crossbeam, floor joist on second, second time floor joist and the 2nd C type crossbeam is connected with bolt by angle steel,
On first, floor joist is corresponding with first time floor joist is arranged and parallel;
A described C type crossbeam and the 2nd C type crossbeam are arranged back-to-back, and a side of described first connecting angle connects the intermediate plate of a C type crossbeam, the intermediate plate of the 2nd C type crossbeam and a side of the second connecting angle successively by bolt; The another side of the first connecting angle connects the lower side panel of a C type crossbeam and the epipleural of H profile steel successively by bolt; The another side of the second connecting angle connects the lower side panel of the 2nd C type crossbeam and the epipleural of H profile steel successively by bolt;
A described C type crossbeam, the 2nd C type crossbeam, the first connecting angle, the second connecting angle, H profile steel, the first brace summer and the second brace summer are provided with zinc coat.
The beneficial effect adopting technique scheme to produce is:
The utility model adopts light steel and H profile steel to combinationally use, and sound construction is reasonable in design, protection of the environment, decreases concrete use amount, and speed of application is fast, protection soil; Employing galvanized anticorrosive is durable, and by angle steel reinforced, improve intensity, adopt H profile steel reasonable stress, lightening hole alleviates heavy burden, by centering dotting punch, reduces construction error, improves construction quality, improve supporting capacity by brace summer; Speed of application is fast, and construction quality is high; Adopt broken line arrange and arrange back-to-back, sound construction, accept rationally; Bolt connects, easy construction.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Wherein: 1, H profile steel; 2, vertical dotting punch; 3, horizontal dotting punch; 4, lightening hole; 5, the first connecting angle; 6, angle steel is strengthened; 7, a C type crossbeam; 8, the second connecting angle; 9, the 2nd C type crossbeam; 10, the first elongated slot; 11, floor joist on first; 12, first time floor joist; 13, the first brace summer; 14, floor joist on second; 15, second time floor joist; 16, the second brace summer; 17, the second elongated slot.
Detailed description of the invention
H profile steel of the present utility model is by two side plates and be arranged on the H type structure that the intermediate plate between biside plate forms; C-type steel forms C type structure by two side plates and the intermediate plate be arranged between biside plate, wherein in C type groove each be medial surface, corresponding with medial surface is lateral surface.
As shown in Figure 1, the utility model comprises the H profile steel 1 of biside plate and plane-parallel, the vertical dotting punch 2 on the intermediate plate of H profile steel 1 is arranged on along plumb line, the horizontal dotting punch 3 on the intermediate plate of H profile steel 1 is arranged on along horizon, be arranged on the lightening hole 4 on the intermediate plate of H profile steel 1, the C type crossbeam 7 that the epipleural of lower side panel and H profile steel 1 is fitted and connected, the 2nd C type crossbeam 9 that the epipleural of lower side panel and H profile steel 1 is fitted and connected, be arranged on the first connecting angle 5 in the C type groove of a C type crossbeam 7, be arranged on the second connecting angle 8 in the C type groove of the 2nd C type crossbeam 9, be arranged on the first elongated slot 10 on C type crossbeam 7 side plate, be arranged on the second elongated slot 17 on the 2nd C type crossbeam 9 side plate, be arranged on floor joist 11 on first in the C type groove of a C type crossbeam 7, be arranged on first time floor joist 12 in the C type groove of a C type crossbeam 7, for being bolted floor joist 11 on first, the reinforcement angle steel 6 of first time floor joist 12 and a C type crossbeam 7, first brace summer 13 of more than three on first between floor joist 11 and first time floor joist 12 is arranged in broken line, be arranged on floor joist 14 on second in the C type groove of the 2nd C type crossbeam 9, be arranged on second time floor joist 15 in the C type groove of the 2nd C type crossbeam 9, for being bolted floor joist 14 on second, the angle steel of second time floor joist 15 and the 2nd C type crossbeam 9 and second brace summer 16 of more than three be arranged in broken line on second between floor joist 14 and second time floor joist 15,
On first, floor joist 11 is corresponding with first time floor joist 12 is arranged and parallel;
One C type crossbeam 7 and the 2nd C type crossbeam 9 are arranged back-to-back, and a side of the first connecting angle 5 connects the intermediate plate of a C type crossbeam 7, the intermediate plate of the 2nd C type crossbeam 9 and a side of the second connecting angle 8 successively by bolt; The another side of the first connecting angle 5 connects the lower side panel of a C type crossbeam 7 and the epipleural of H profile steel 1 successively by bolt; The another side of the second connecting angle 8 connects the lower side panel of the 2nd C type crossbeam 9 and the epipleural of H profile steel 1 successively by bolt;
One C type crossbeam the 7, the 2nd C type crossbeam 9, first connecting angle 5, second connecting angle 8, H profile steel 1, first brace summer 13 and the second brace summer 16 are provided with zinc coat, anticorrosion durable.
The utility model adopts light steel and H profile steel to combinationally use, and sound construction is rational in infrastructure, passes through angle steel reinforced, improve intensity, adopt H profile steel reasonable stress, lightening hole 4 alleviates heavy burden, by centering dotting punch, reduce construction error, improve construction quality, improve supporting capacity by brace summer; Speed of application is fast, and construction quality is high.
Last it is noted that above embodiment is only in order to illustrate the technical solution of the utility model, be not intended to limit; Although be described in detail the utility model with reference to previous embodiment, those of ordinary skill in the art is to be understood that: it still can be modified to the technical scheme described in previous embodiment, or carries out equivalent replacement to wherein portion of techniques feature; It is apparent for carrying out combination as those skilled in the art to the technical scheme of more than three of the present utility model.And these amendments or replacement, do not make the essence of appropriate technical solution depart from the spirit and scope of the utility model embodiment technical scheme.
Claims (1)
1. the floor beam structure for villa, it is characterized in that: it comprises the H profile steel (1) of biside plate and plane-parallel, the vertical dotting punch (2) on the intermediate plate of H profile steel (1) is arranged on along plumb line, the horizontal dotting punch (3) on the intermediate plate of H profile steel (1) is arranged on along horizon, be arranged on the lightening hole (4) on the intermediate plate of H profile steel (1), the C type crossbeam (7) that the epipleural of lower side panel and described H profile steel (1) is fitted and connected, the 2nd C type crossbeam (9) that the epipleural of lower side panel and described H profile steel (1) is fitted and connected, be arranged on the first connecting angle (5) in the C type groove of a C type crossbeam (7), be arranged on the second connecting angle (8) in the C type groove of the 2nd C type crossbeam (9), be arranged on the first elongated slot (10) on C type crossbeam (7) side plate, be arranged on the second elongated slot (17) on the 2nd C type crossbeam (9) side plate, be arranged on floor joist (11) on first in the C type groove of a C type crossbeam (7), be arranged on first time floor joist (12) in the C type groove of a C type crossbeam (7), strengthen angle steel (6), first brace summer (13) of more than three between floor joist on first (11) and first time floor joist (12) is arranged in broken line, be arranged on floor joist (14) on second in the C type groove of the 2nd C type crossbeam (9), second brace summer (16) of more than three being arranged on second time floor joist (15) in the C type groove of the 2nd C type crossbeam (9) and being arranged in broken line between floor joist on second (14) and second time floor joist (15), described reinforcement angle steel (6) is bolted floor joist (11) in connection first, first time floor joist (12) and a C type crossbeam (7), floor joist on second (14), second time floor joist (15) and the 2nd C type crossbeam (9) is connected with bolt by angle steel,
On first, floor joist (11) is corresponding with first time floor joist (12) is arranged and parallel;
A described C type crossbeam (7) and the 2nd C type crossbeam (9) are arranged back-to-back, and a side of described first connecting angle (5) connects the intermediate plate of a C type crossbeam (7), the intermediate plate of the 2nd C type crossbeam (9) and a side of the second connecting angle (8) successively by bolt; The another side of the first connecting angle (5) connects the lower side panel of a C type crossbeam (7) and the epipleural of H profile steel (1) successively by bolt; The another side of the second connecting angle (8) connects the lower side panel of the 2nd C type crossbeam (9) and the epipleural of H profile steel (1) successively by bolt;
A described C type crossbeam (7), the 2nd C type crossbeam (9), the first connecting angle (5), the second connecting angle (8), H profile steel (1), the first brace summer (13) and the second brace summer (16) are provided with zinc coat.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520720261.0U CN204960126U (en) | 2015-09-17 | 2015-09-17 | A floor beam structure for villa |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520720261.0U CN204960126U (en) | 2015-09-17 | 2015-09-17 | A floor beam structure for villa |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204960126U true CN204960126U (en) | 2016-01-13 |
Family
ID=55055201
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520720261.0U Expired - Fee Related CN204960126U (en) | 2015-09-17 | 2015-09-17 | A floor beam structure for villa |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204960126U (en) |
-
2015
- 2015-09-17 CN CN201520720261.0U patent/CN204960126U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| C14 | Grant of patent or utility model | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160113 Termination date: 20180917 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |