CN218176592U - Large-span roof overhanging support system - Google Patents
Large-span roof overhanging support system Download PDFInfo
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- CN218176592U CN218176592U CN202122750146.6U CN202122750146U CN218176592U CN 218176592 U CN218176592 U CN 218176592U CN 202122750146 U CN202122750146 U CN 202122750146U CN 218176592 U CN218176592 U CN 218176592U
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- supporting
- backup pad
- support
- encorbelmenting
- wall
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Abstract
The utility model relates to a building structure's field specifically discloses a large-span roofing braced system that encorbelments, including being used for the backup pad that links to each other with the wall, the backup pad top is provided with supporting component, and supporting component is used for supporting the structure of encorbelmenting, and supporting component is located the backup pad and encorbelmenting between the structure, and supporting component includes the support column, and the one end of support column links to each other with the structure of encorbelmenting, the other end of support column with the backup pad links to each other. This practicality can realize the support to the high altitude position of encorbelmenting.
Description
Technical Field
The utility model belongs to the technical field of building structure's technique and specifically relates to a braced system that encorbelments of large-span roofing is related to.
Background
The cantilever is a special term for building construction, and a building component achieves an effect by utilizing a stay cable structure or other structures. The overhanging structure is one of the common structural forms in engineering structures, such as a rain fly, a cornice, an outer balcony, a porch and the like in building engineering, and the structure is that a beam or a plate is overhung from a main structure to form an overhanging structure, and the overhanging structure is still a beam-plate structure essentially.
The conventional cantilever construction support system adopts a full framing scaffold, is composed of a panel, primary and secondary keels, vertical rods, transverse rods, horizontal pull rods, railings, ground sweeping rods and the like, and guarantees the rigidity and stability of the system through close splicing. The vertical rods and the horizontal rods are main stress members, the cross braces are rod pieces for ensuring the overall strength and stability of the scaffold, the cross braces have the capacity of strengthening the scaffold against vertical and horizontal acting forces, and the fasteners are connecting pieces and driving pieces for organizing the whole scaffold.
However, the mature support system of the common building has limited application range and cannot be used in the high-altitude overhanging part.
SUMMERY OF THE UTILITY MODEL
In order to realize the support of the high-altitude overhanging part, the application provides a large-span roof overhanging support system.
The application provides a pair of large-span roofing braced system that encorbelments, including being used for the backup pad that links to each other with the wall, the backup pad top is provided with supporting component, supporting component is used for supporting the structure of encorbelmenting, supporting component is located between backup pad and the structure of encorbelmenting, supporting component includes the support column, the one end of support column links to each other with the structure of encorbelmenting, the other end of support column with the backup pad links to each other.
Through adopting above-mentioned technical scheme, the support column setting is in the backup pad, and backup pad and support column support the structure of encorbelmenting, and the load of the structure of encorbelmenting is applyed in support column and backup pad, shifts to the wall on, and constructor can carry out construction work to the structure of encorbelmenting, has realized the support to the structure of encorbelmenting in the high altitude.
Optionally, the support columns are provided with a plurality of support columns, and the support columns are uniformly arranged on the support plate.
Through adopting above-mentioned technical scheme, the quantity of support column is more, and the holding power for encorbelmenting the structure and providing is big more, and a plurality of support columns support the structure of encorbelmenting simultaneously, can provide bigger holding power for the structure of encorbelmenting, and is more stable to the support of the structure of encorbelmenting.
Optionally, the supporting assembly further includes a plurality of supporting beams, and each supporting beam is connected to a plurality of supporting columns at the same time.
By adopting the technical scheme, each supporting beam is connected with a plurality of supporting columns, so that a complete supporting body is formed between the supporting beam and the supporting columns, and the possibility of relative displacement between the supporting columns is reduced.
Optionally, the support beam is detachably connected to the support column.
Through adopting above-mentioned technical scheme, after the structure construction of encorbelmenting is accomplished, can pull down supporting beam from the support column to follow-up reuse is carried out.
Optionally, an extending edge is arranged at one end, close to the wall surface, of the supporting plate, the supporting plate is horizontally arranged, the extending edge is perpendicular to the supporting plate, and the extending edge is attached to the wall surface.
Through adopting above-mentioned technical scheme, the setting of extending the limit has increased the area of contact between backup pad and the wall, makes the connection between backup pad and the wall more stable.
Optionally, the backup pad can be dismantled with the wall and be connected, evenly be provided with a plurality of on the limit of extending and strengthen the bolt.
Through adopting above-mentioned technical scheme, the backup pad can be dismantled with the wall and be connected, is being encorbelment the structure construction and is accomplished the back, is convenient for pull down the backup pad from the wall, simultaneously, prolongs the setting on limit and has increased the area of contact between backup pad and the wall, makes being connected between backup pad and the wall more stable.
Optionally, a reinforcing rib is arranged on the supporting plate, the reinforcing rib is arranged in an inclined manner, one end of the reinforcing rib is connected with the supporting plate, and the other end of the reinforcing rib is connected with the extending edge.
Through adopting above-mentioned technical scheme, the strengthening rib supports the backup pad, and the structure of encorbelmenting in time the gravity of backup pad is exerted on the strengthening rib, has reduced the backup pad because the pressure effect takes place the possibility of buckling.
Optionally, a reinforcing beam is arranged below the supporting plate, one end of the reinforcing beam is connected with the supporting plate, and the other end of the reinforcing beam is connected with the wall surface.
Through adopting above-mentioned technical scheme, the pressure of encorbelmenting structure and backup pad is applyed jointly on the stiffening beam, and the gravity of encorbelmenting structure and backup pad passes through the stiffening beam and shifts to the wall on, and the stiffening beam further plays the supporting role to the structure of encorbelmenting.
In summary, the present application includes at least one of the following beneficial technical effects:
1. the supporting columns are arranged on the supporting plate, the supporting plate timely supports the cantilever structure, the load of the cantilever structure is applied to the supporting columns and the supporting plate and transferred to the wall surface, and a constructor can carry out construction operation on the cantilever structure, so that the support of the high-altitude cantilever structure is realized;
2. the more the number of the support columns is, the larger the support force provided for the cantilever structure is, the more the plurality of support columns simultaneously support the cantilever structure, so that the support force provided for the cantilever structure is larger, and the support for the cantilever structure is more stable;
3. the pressure of the cantilever structure and the supporting plate is jointly applied to the reinforcing beam, the gravity of the cantilever structure and the supporting plate is transferred to the wall surface through the reinforcing beam, and the reinforcing beam further plays a role in supporting the cantilever structure.
Drawings
Fig. 1 is a schematic diagram for embodying the overall structure of the present embodiment.
Description of reference numerals:
1. a support plate; 11. edge extension; 2. a reinforcing bolt; 3. reinforcing ribs; 4. a reinforcing beam; 5. a first mounting plate; 6. a connecting bolt; 7. a support assembly; 71. a support column; 72. a second mounting plate; 73. and supporting the beam.
Detailed Description
The present application is described in further detail below with reference to fig. 1.
The embodiment of the application discloses a large-span roof support system that encorbelments.
Referring to fig. 1, a large-span roofing braced system that encorbelments is including being used for backup pad 1 continuous with the wall, and 1 level settings in backup pad, 1 top in backup pad are provided with supporting component 7, and supporting component 7 is used for supporting the structure of encorbelmenting, and structure of encorbelmenting, supporting component 7 and 1 top-down in backup pad set gradually.
Referring to fig. 1, backup pad 1 provides the support for supporting component 7, and supporting component 7 supports the structure of encorbelmenting, has realized the support to the eminence structure of encorbelmenting, has made things convenient for constructor to be under construction the structure of encorbelmenting.
Referring to fig. 1, the one end that backup pad 1 is close to the wall is provided with and prolongs limit 11, prolongs limit 11 and 1 looks verticality of backup pad and downwardly extending, prolongs limit 11 and backup pad 1 and is integrated into one piece, prolongs limit 11 and the wall and laminates each other, prolongs evenly to be provided with a plurality of on the limit 11 and strengthens bolt 2, strengthens bolt 2 and is used for prolonging limit 11 and wall reciprocal anchorage, and a plurality of strengthens bolt 2 along the length direction equidistance interval setting that prolongs limit 11.
Referring to fig. 1, the arrangement of the extending edge 11 increases the contact area between the support plate 1 and the wall surface, so that the connection between the support plate 1 and the wall surface is more stable; simultaneously, backup pad 1 can be dismantled with the wall and be connected, is being convenient for pull down backup pad 1 from the wall after the structure construction of encorbelmenting is accomplished.
Referring to fig. 1, a plurality of strengthening rib 3 is provided with in backup pad 1 below, and a plurality of strengthening rib 3 sets up along backup pad 1's length direction interval, and is parallel to each other between a plurality of strengthening rib 3, and 3 slopes of strengthening rib set up, the one end and the backup pad 1 fixed connection of strengthening rib 3, the other end and the 11 fixed connection that extend of strengthening rib 3, strengthening rib 3 and backup pad 1 and strengthening rib 3 and extend all through welded fastening between the 11.
Referring to fig. 1, a plurality of reinforcing beams 4 are arranged below a supporting plate 1, the plurality of reinforcing beams 4 are parallel to each other, the plurality of reinforcing beams 4 are arranged at equal intervals along the length direction of the supporting plate 1, the reinforcing beams 4 are obliquely arranged, first mounting plates 5 are fixedly connected to two ends of each reinforcing beam 4, a plurality of connecting bolts 6 are uniformly arranged on the first mounting plates 5, the first mounting plates 5 close to the supporting plate 1 are horizontally arranged and are attached to the bottom wall of the supporting plate 1, and the first mounting plates 5 and the supporting plate 1 are mutually fixed through the connecting bolts 6 on the first mounting plates 5; the vertical setting of first mounting panel 5 that is close to the wall just laminates each other with the wall, and connecting bolt 6 on the first mounting panel 5 is with first mounting panel 5 and wall reciprocal anchorage.
Referring to fig. 1, the support plate 1 is supported by the reinforcing ribs 3, and the overhanging structure and the gravity of the support plate 1 are applied to the reinforcing ribs 3, thereby reducing the possibility that the support plate 1 is bent due to the pressure.
Referring to fig. 1, the supporting assembly 7 includes a plurality of supporting columns 71, the supporting columns 71 are uniformly arranged on the supporting plate 1, the supporting columns 71 are vertically arranged, a second mounting plate 72 is fixedly connected to the lower ends of the supporting columns 71, the second mounting plate 72 is horizontally arranged and is attached to the top wall of the supporting plate 1, a plurality of connecting bolts 6 are uniformly arranged on the second mounting plate 72, and the second mounting plate 72 and the supporting plate 1 are mutually fixed through the connecting bolts 6.
Referring to fig. 1, the supporting assembly 7 further includes a plurality of supporting beams 73, the supporting beams 73 are spaced apart along the horizontal direction, the supporting beams 73 are perpendicular to the supporting columns 71, each supporting beam 73 is detachably connected to the supporting columns 71 in the same row, a connecting bolt 6 is disposed on the supporting beam 73 corresponding to the supporting columns 71, and the supporting beams 73 and the supporting columns 71 are fixed to each other by the connecting bolt 6.
Referring to fig. 1, the more the number of the supporting columns 71 is, the larger the supporting force provided for the cantilever structure is, the more the plurality of supporting columns 71 support the cantilever structure at the same time, so that the supporting force provided for the cantilever structure is larger, and the supporting for the cantilever structure is more stable; each support beam 73 is connected with a plurality of support columns 71 in the same row, so that a complete support body is formed between the support beams 73 and the support columns 71, and the possibility of relative displacement between the support columns 71 is reduced.
The implementation principle of the embodiment of the application is as follows: when the supporting system is integrally assembled, the supporting plate 1 is mutually fixed with the wall surface through the reinforcing bolts 2 on the extending edges 11, and then the reinforcing beam 4 is connected with the supporting plate 1 and the wall surface. The supporting beam 73 and the supporting column 71 are fixedly connected with each other, and the supporting column 71 and the supporting plate 1 are fixed with each other, so that the cantilever structure is supported.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (8)
1. The utility model provides a large-span roofing braced system that encorbelments which characterized in that: including being used for backup pad (1) that links to each other with the wall, backup pad (1) top is provided with supporting component (7), supporting component (7) are used for supporting the structure of encorbelmenting, supporting component (7) are located between backup pad (1) and the structure of encorbelmenting, supporting component (7) are including support column (71), the one end of support column (71) links to each other with the structure of encorbelmenting, the other end of support column (71) with backup pad (1) links to each other.
2. The large-span roof overhanging support system of claim 1, wherein: the supporting columns (71) are provided with a plurality of supporting columns (71), and the supporting columns (71) are uniformly arranged on the supporting plate (1).
3. The large-span roof overhanging support system of claim 2, wherein: the supporting component (7) further comprises a plurality of supporting beams (73), and each supporting beam (73) is connected with a plurality of supporting columns (71) at the same time.
4. The large-span roof overhanging support system of claim 3, wherein: the supporting beam (73) is detachably connected with the supporting column (71).
5. The large-span roof overhanging support system of claim 4, wherein: one end, close to the wall, of the support plate (1) is provided with a extending edge (11), the support plate (1) is horizontally arranged, the extending edge (11) is perpendicular to the support plate (1), and the extending edge (11) is attached to the wall and connected with the wall.
6. The large-span roof overhanging support system of claim 5, wherein: the supporting plate (1) is detachably connected with the wall surface, and a plurality of reinforcing bolts (2) are uniformly arranged on the extending edge (11).
7. The large-span roof overhanging support system of claim 6, wherein: the supporting plate (1) is provided with a reinforcing rib (3), the reinforcing rib (3) is obliquely arranged, one end of the reinforcing rib (3) is connected with the supporting plate (1), and the other end of the reinforcing rib (3) is connected with the extending edge (11).
8. The large-span roof overhanging support system of claim 7, wherein: a reinforcing beam (4) is arranged below the supporting plate (1), one end of the reinforcing beam (4) is connected with the supporting plate (1), and the other end of the reinforcing beam (4) is connected with the wall surface.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122750146.6U CN218176592U (en) | 2021-11-10 | 2021-11-10 | Large-span roof overhanging support system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122750146.6U CN218176592U (en) | 2021-11-10 | 2021-11-10 | Large-span roof overhanging support system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218176592U true CN218176592U (en) | 2022-12-30 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122750146.6U Active CN218176592U (en) | 2021-11-10 | 2021-11-10 | Large-span roof overhanging support system |
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| Country | Link |
|---|---|
| CN (1) | CN218176592U (en) |
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2021
- 2021-11-10 CN CN202122750146.6U patent/CN218176592U/en active Active
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