CN210947447U - Steel construction integration angle structure in opposite directions - Google Patents
Steel construction integration angle structure in opposite directions Download PDFInfo
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- CN210947447U CN210947447U CN201921462862.0U CN201921462862U CN210947447U CN 210947447 U CN210947447 U CN 210947447U CN 201921462862 U CN201921462862 U CN 201921462862U CN 210947447 U CN210947447 U CN 210947447U
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- net
- rafter
- shell
- angle
- hip angle
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Abstract
The utility model discloses a steel construction integration angle structure of banging, including the angle casing of banging, fall net rafter and have muscle expansion net, the angle casing of banging includes tip portion and two installing parts, two installing parts and tip portion integrated into one piece, and two mutual symmetries of installing part set up on the tip portion, two outside limits of tip portion and two installing parts's outside limit link up one by one and form two outside limits of angle casing of banging, two installing parts's inboard side forms two inboard limits of angle casing of banging, and form the mounting groove that the cooperation mixes the earth roof beam between two inboard limits of angle casing of banging, fall net rafter including the horizontal net rafter that falls of cooperation tip portion and the vertical net rafter that falls of cooperation installing part, it all is equipped with muscle expansion net to prop every outside limit inboard of angle casing. The utility model discloses preparation and simple to operate can effectual reduction building the engineering time, reduce artificial use amount, reduce the cost of building, form whole building crowd or the standardization that single building used this product.
Description
Technical Field
The utility model belongs to the building engineering field especially relates to a steel construction integration angle structure in opposite directions.
Background
Originally with timber structure to the chinese villa of modern concrete structure construction, pavilion hall loft etc. in 5000 years's ancient building culture in china, the perk foot preparation of cornice is complicated, and the construction degree of difficulty is fairly high, and the rework proportion is fairly high, at modern concrete manufacture in-process with, because professional ancient building constructor is few very much, the site operation degree of difficulty is fairly big, and from appearing fairly big error in a series of work progress of formwork support, adjustment, pouring, cause the problem of wasting material, taking a lot of work, being difficult to standardize etc..
SUMMERY OF THE UTILITY MODEL
The utility model discloses a solve the defect that exists among the above-mentioned prior art and not enough, an adopt the steel construction to replace traditional log structure and concrete structure is provided, not only overcome the difficult angle in opposite directions that reaches ancient building of modern building technology and will upwarp the requirement of going up again toward the perk outward promptly, perfect embodied the curve that ancient building will express, preparation and simple to operate moreover, can the effectual engineering time who reduces the building, reduce artificial use amount, reduce the cost of building, form whole building crowd or single building and use the standardized steel construction integration angle in opposite directions structure of this product.
The technical scheme of the utility model: an integrated steel structure hip angle structure comprises a hip angle shell, a falling net rafter arranged at the bottom of the hip angle shell and a reinforced expansion net, the prop angle shell comprises a pointed head part and two mounting parts which are integrally formed with the pointed head part, the two mounting parts are symmetrically arranged on the pointed head part, two outer sides of the pointed head part and the outer sides of the two mounting parts are connected one by one to form two outer sides of the hip casing, the inner sides of the two mounting parts form two inner sides of the hip casing, and a mounting groove matched with the concrete beam is formed between two inner side edges of the hip shell, the falling net rafters comprise a transverse falling net rafter matched with the pointed part and a vertical falling net rafter matched with the mounting part, the inner side of each outer side edge of the hip shell is provided with a rib expansion net, and the length of the rib expansion net is smaller than that of the outer side edge of the hip shell.
The utility model discloses a steel construction replaces traditional log structure and concrete structure, has not only overcome the difficult angle in opposite directions that reaches ancient building of modern building technology and will upwarp the requirement that will upwarp again toward the outward warping promptly, and perfect embodiment the curve that ancient building will express is beautiful, preparation and simple to operate moreover, can the effectual engineering time who reduces the building, reduce artificial use amount, reduce the cost of building, form whole building crowd or the standardization that single building used this product.
Preferably, the outer side of the hip shell is an arc-shaped outer side, the pointed part tilts upwards, the shape of the ribbed expansion net is matched with that of the arc-shaped outer side, the inner side of the hip shell is flush with one side of the concrete beam, and one side of the mounting part is flush with the inner side of the pointed part.
The structure ensures that the structure of the hip angle shell is smooth and firm, and the service life is ensured while the attractive degree is ensured.
Preferably, the sharp corner of cusp portion is equipped with cornice connecting bolt and the prefabricated bolt board of cooperation cornice connecting bolt, the one end and the prefabricated bolt board of having muscle expansion net are connected, and the other end and one of them side of keeping away from the cusp portion on installing the portion of having muscle expansion net flush.
The structure facilitates the installation of the cornice, and further ensures the use attractiveness and the installation firmness.
Preferably, the length of each transverse falling net rafter is gradually increased from the pointed end of the pointed part to the other end, and the length of each transverse falling net rafter is matched with the width of the corresponding pointed part.
The structure ensures that the transverse falling net rafters are firmly and reliably installed and the hip shell is firmly and reliably supported.
Preferably, a plurality of expansion bolts are arranged on the inner side of the hip shell, the lengths of all the vertical falling net rafters are the same, and a gap matched with the expansion bolts is reserved between the inner side of the hip shell and one end of each vertical falling net rafter.
The structure ensures that the vertical falling net rafters are firmly and reliably installed, ensures that the supporting of the hip angle shell is firm and reliable, and simultaneously facilitates the installation of the hip angle shell on a concrete beam.
Preferably, the length of the outer side edge of the hip shell is 1-1.8 meters.
The structure enables the hip angle of different sizes to be selected according to the actual requirements of site construction.
A manufacturing method of a steel structure integrated hip angle structure comprises the following steps: the method comprises the steps of cutting a steel plate, press forming the steel plate, welding the steel plate, grinding the steel plate, hot galvanizing the steel plate, laminating and compounding an aluminum plate, and thus obtaining a finished product.
Preferably, wherein the cutting of the steel plate and the press forming of the steel plate are used to make the parts of the hip shell, the welding of the steel plate is used to weld the parts together to form the blank of the hip shell.
Preferably, the grinding of the steel plate, the hot galvanizing of the steel plate and the facing compounding of the aluminum plate are used for carrying out deep processing on the blank of the hip angle shell to form a hip angle finished product.
The utility model discloses a steel construction replaces traditional log structure and concrete structure, has not only overcome the difficult angle in opposite directions that reaches ancient building of modern building technology and will upwarp the requirement that will upwarp again toward the outward warping promptly, and perfect embodiment the curve that ancient building will express is beautiful, preparation and simple to operate moreover, can the effectual engineering time who reduces the building, reduce artificial use amount, reduce the cost of building, form whole building crowd or the standardization that single building used this product.
Drawings
Fig. 1 is a schematic structural view of the present invention;
fig. 2 is a schematic side view of the present invention;
in the figure, 1, a hip angle shell, 2, a pointed part, 3, a mounting part, 4, a transverse falling net rafter, 5, a vertical falling net rafter, 6, a ribbed expanded net, 7, a prefabricated bolt plate, 8, an eave connecting bolt, 9, an expansion bolt and 10, a mounting groove are arranged.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings, but the present invention is not limited thereto.
As shown in figures 1 and 2, a steel structure integrated hip angle structure comprises a hip angle shell 1, a falling net rafter and a ribbed expansion net 6, wherein the falling net rafter is installed at the bottom of the hip angle shell 1, the hip angle shell 1 comprises a pointed head part 2 and two installation parts 3, the two installation parts 3 and the pointed head part 2 are integrally formed, the two installation parts 3 are symmetrically arranged on the pointed head part 2, two outer side edges of the pointed head part 2 and the outer side edges of the two installation parts 3 are connected one by one to form two outer side edges of the hip angle shell 1, the inner side edges of the two installation parts 3 form two inner side edges of the hip angle shell 1, an installation groove 10 matched with a concrete beam is formed between the two inner side edges of the hip angle shell 1, the falling net comprises a transverse falling net rafter 4 matched with the pointed head part 2 and a vertical net rafter 5 matched with the installation part 3, the inner side of each outer side edge of the hip angle shell 1 is provided with the ribbed expansion net 6, the length of the ribbed expanded mesh 6 is smaller than the length of the outer side of the hip casing 1. The outer side of the hip angle shell 1 is an arc outer side, the pointed part 2 tilts upwards, the shape of the ribbed expansion net 6 is matched with that of the arc outer side, the inner side of the hip angle shell 1 is flush with one side of the concrete beam, and one side of the mounting part 3 is flush with the inner side of the pointed part 2. The closed angle of pointed part 2 is equipped with cornice connecting bolt 8 and the prefabricated bolt board 7 of cooperation cornice connecting bolt 8, and the one end that has muscle expansion net 6 is connected with prefabricated bolt board 7, and the other end that has muscle expansion net 6 flushes with the side of keeping away from pointed part 3 on one of them installation part 6. The length of each transverse falling net rafter 4 is gradually lengthened from the pointed end to the other end of the pointed part 3, and the length of each transverse falling net rafter 4 is matched with the width of the corresponding pointed part 3. The inner side of the hip angle shell 1 is provided with a plurality of expansion bolts 9, all the vertical falling net rafters 5 are the same in length, and a gap matched with the expansion bolts 9 is reserved between the inner side of the hip angle shell 1 and one end of each vertical falling net rafter 5.
A manufacturing method of a steel structure integrated hip angle structure comprises the following steps: the method comprises the steps of cutting a steel plate, press forming the steel plate, welding the steel plate, grinding the steel plate, hot galvanizing the steel plate, laminating and compounding an aluminum plate, and thus obtaining a finished product. The cutting of the steel plate and the press molding of the steel plate are used for manufacturing a plurality of parts of the hip angle shell, and the welding of the steel plate is used for welding the plurality of parts together to form a blank of the hip angle shell. The grinding of the steel plate, the hot galvanizing of the steel plate and the veneering compounding of the aluminum plate are used for carrying out deep processing on a blank of the hip angle shell to form a hip angle finished product.
The utility model discloses an angle structure in opposite directions belongs to the initiative in this field, arrives this product steel construction integration finished product rake angle again from log structure to concrete structure, the utility model discloses a product is verified the back through on-the-spot installation, from the product size, and mounting process all accords with the requirement of site operation, and the pleasing to the eye degree is superior to the product of other combinations formula.
The utility model discloses an angle structure in the opposite directions after the mill produced, took the job site and beaten fixing bolt according to the position of mounting hole and just once accomplished. If the decoration such as wood board veneer pasting is needed in the later period, the material is not wasted simply. The on-site construction speed is 5% of that of concrete production, the cost is 50% of that of concrete materials, and 100% of the concrete materials can be recycled.
The utility model discloses a steel construction replaces traditional log structure and concrete structure, has not only overcome the difficult angle in opposite directions that reaches ancient building of modern building technology and will upwarp the requirement that will upwarp again toward the outward warping promptly, and perfect embodiment the curve that ancient building will express is beautiful, preparation and simple to operate moreover, can the effectual engineering time who reduces the building, reduce artificial use amount, reduce the cost of building, form whole building crowd or the standardization that single building used this product.
Claims (6)
1. A steel structure integration finished product hip angle which characterized in that: the angle-adjustable shock-proof and shock-proof combined type concrete beam comprises a shock-proof shell, a falling net rafter and a reinforced expansion net, wherein the falling net rafter is installed at the bottom of the shock-proof shell, the shock-proof shell comprises a pointed head part and two installation parts, the two installation parts and the pointed head part are integrally formed, the two installation parts are symmetrically arranged on the pointed head part, the two outer sides of the pointed head part and the outer sides of the two installation parts are connected one by one to form two outer sides of the shock-proof shell, the inner sides of the two installation parts form two inner sides of the shock-proof shell, a mounting groove matched with a concrete beam is formed between the two inner sides of the shock-proof shell, the falling net rafter comprises a transverse falling net rafter matched with the pointed head part and a vertical falling net rafter matched with the installation parts, the inner side of each outer side of the shock-proof shell is provided with the reinforced expansion.
2. The integrated finished hip angle of steel structure according to claim 1, characterized in that: the outer side of the hip angle shell is an arc outer side, the pointed part tilts upwards, the shape of the ribbed expansion net is matched with that of the arc outer side, the inner side of the hip angle shell is flush with one side of the concrete beam, and one side of the mounting part is flush with the inner side of the pointed part.
3. The integrated finished hip angle of steel structure according to claim 1, characterized in that: the tip department of prong portion is equipped with cornice connecting bolt and the prefabricated bolt board of cooperation cornice connecting bolt, the one end and the prefabricated bolt board of having muscle expansion net are connected, and the other end that has muscle expansion net flushes with the side of keeping away from the prong portion on one of them installation department.
4. The integrated finished hip angle of steel structure according to claim 1, characterized in that: the length of each transverse falling net rafter is gradually lengthened from the pointed end of the pointed part to the other end, and the length of each transverse falling net rafter is matched with the width of the corresponding pointed part.
5. The integrated finished hip angle of steel structure according to claim 1, characterized in that: the inner side of the hip angle shell is provided with a plurality of expansion bolts, all the vertical falling net rafters are the same in length, and a gap matched with the expansion bolts is reserved between the inner side of the hip angle shell and one end of each vertical falling net rafter.
6. The integrated finished hip angle of steel structure according to claim 1, characterized in that: the length of the outer side edge of the hip angle shell is 1-1.8 m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921462862.0U CN210947447U (en) | 2019-09-04 | 2019-09-04 | Steel construction integration angle structure in opposite directions |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921462862.0U CN210947447U (en) | 2019-09-04 | 2019-09-04 | Steel construction integration angle structure in opposite directions |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210947447U true CN210947447U (en) | 2020-07-07 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921462862.0U Expired - Fee Related CN210947447U (en) | 2019-09-04 | 2019-09-04 | Steel construction integration angle structure in opposite directions |
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| Country | Link |
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| CN (1) | CN210947447U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110629939A (en) * | 2019-09-04 | 2019-12-31 | 杭州丹尼建材有限公司 | Steel structure integrated prop angle structure and manufacturing method thereof |
-
2019
- 2019-09-04 CN CN201921462862.0U patent/CN210947447U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110629939A (en) * | 2019-09-04 | 2019-12-31 | 杭州丹尼建材有限公司 | Steel structure integrated prop angle structure and manufacturing method thereof |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200707 Termination date: 20210904 |
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| CF01 | Termination of patent right due to non-payment of annual fee |