CN218562979U - Double-layer inclined pulling climbing frame supporting structure of high-rise large-spacing balcony house - Google Patents
Double-layer inclined pulling climbing frame supporting structure of high-rise large-spacing balcony house Download PDFInfo
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- CN218562979U CN218562979U CN202222600061.4U CN202222600061U CN218562979U CN 218562979 U CN218562979 U CN 218562979U CN 202222600061 U CN202222600061 U CN 202222600061U CN 218562979 U CN218562979 U CN 218562979U
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Abstract
The utility model discloses a double-layer diagonal-pulling climbing frame supporting structure of a high-rise large-spacing balcony house, which aims to solve the problem that the hollow space of a large-spacing balcony cannot be stably connected with an attached climbing frame to cause the quality problem of insufficient overall stability; the equal symmetric distribution of the last downside of horizontal steel construction roof beam has inlayer steel pipe pull rod and the outer steel pipe pull rod that the slope set up, and the head end that is located the inlayer steel pipe pull rod and the outer steel pipe pull rod of homonymy is fixed in on the building wall, and the tail end of two inlayer steel pipe pull rods is fixed in the middle part of horizontal steel construction roof beam respectively and goes up the downside, and the tail end of two outer steel pipe pull rods is fixed in the terminal of horizontal steel construction roof beam respectively and goes up the downside. The utility model discloses be particularly useful for the safe construction of high-rise large-spacing balcony house, have higher social use value and application prospect.
Description
Technical Field
The utility model relates to the technical field of building, concretely relates to high-rise large-spacing balcony house's double-deck draws to one side and climbs a bearing structure.
Background
With the increasing desire of real estate customers for house lighting, large-space balconies for improving indoor lighting are designed in high-rise buildings, particularly villa products at present, namely balconies are arranged only on a certain building layer of the same-family house, so that on one hand, the space between the upper-layer house and the lower-layer house is enlarged, the light entrance angle in the house is enlarged, the house is brighter, on the other hand, the large-space balconies are regulated according to the regulatory documents issued by the national committee in 1982, the platform without a permanent top cover or beam lattice in the two natural layers does not calculate the area, the presenting space of the customers is increased, and the large-space balconies are more favored by real estate customers.
In the construction process of a high-rise large-space balcony house, the large-space of adjacent balconies on the outer vertical surface of a high-rise building cannot be directly connected with the attachment type climbing frame to form stable connection, and after the connection trusses of the climbing frames are connected into a whole, the connection trusses are easy to generate quality defects of insufficient overall stability due to uneven supporting force of each supporting point. Therefore, a double-layer diagonal-pulling climbing frame supporting structure of a high-rise large-space balcony house is provided.
SUMMERY OF THE UTILITY MODEL
The utility model aims to solve or at least alleviate the problem that exists among the prior art.
The utility model provides a double-layer diagonal-pulling climbing frame supporting structure of a high-rise large-spacing balcony house, which comprises a building wall body, extension balconies which are integrally formed on the outer wall of the building wall body and are distributed at large intervals, and attached climbing frames which are distributed along the outer side of the building wall body and are vertically distributed, wherein a plurality of horizontal steel structure beams are fixed on the outer wall of the building wall body between the adjacent extension balconies, and the tail ends of the horizontal steel structure beams and the main beams of the free ends of the extension balconies are fixed with the inner wall of the attached climbing frame through wall-attached supports;
the upper and lower sides of the horizontal steel structure beam are symmetrically provided with inner steel tube pull rods and outer steel tube pull rods which are obliquely arranged, the head ends of the inner steel tube pull rods and the outer steel tube pull rods which are positioned on the same side are fixed on a building wall body through the same pull rod attached to a wall part, the tail ends of the two inner steel tube pull rods are respectively fixed on the upper and lower sides of the middle part of the horizontal steel structure beam, and the tail ends of the two outer steel tube pull rods are respectively fixed on the upper and lower sides of the tail end of the horizontal steel structure beam.
Optionally, a wall-attached steel plate is fixed to one end, close to the building wall, of the horizontal steel structure beam, and the wall-attached steel plate is fixed to the building wall through an anchor bolt.
Optionally, the pull rod wall attaching piece is of a T-shaped structure which is turned by 90 degrees, and the vertical section of the pull rod wall attaching piece is fixed on the building wall through an anchor bolt.
Optionally, the anchor bolt is inserted into a bolt hole pre-embedded in the building wall, and a steel plate gasket is arranged on one side of the anchor bolt located on the inner wall of the building wall.
Optionally, four pull rod connecting pieces respectively connected with the tail ends of the inner layer steel tube pull rod and the outer layer steel tube pull rod are fixed on the horizontal steel structure beam.
Optionally, an angle steel tripod is further fixed on the main beam at the free end of the extension balcony through an anchor bolt, one end of the wall-attached support is fixed on the angle steel tripod, and the other end of the wall-attached support is fixed on the inner wall of the attached climbing frame.
Optionally, the inclination angle between the inner layer steel pipe pull rod and the horizontal steel structure beam is 45-55 degrees, and the inclination angle between the outer layer steel pipe pull rod and the horizontal steel structure beam is 30-40 degrees.
Optionally, the inner-layer steel tube pull rod and the outer-layer steel tube pull rod have the same structure and respectively comprise an internal thread steel tube, two adjusting screws respectively screwed at the head end and the tail end of the internal thread steel tube, and a connecting end rotatably mounted at the free ends of the adjusting screws.
The utility model discloses mainly possess following beneficial effect:
1. the utility model discloses a four steel pipe pull rods that the longitudinal symmetry set up form double-deck oblique-pulling structure, and the steel pipe pull rod can freely adjust flexible length to in the work progress, adjust the flexible length adjustment of inlayer steel pipe pull rod and outer steel pipe pull rod according to the horizontal migration of horizontal steel construction roof beam, realize flexible support and oblique effect of drawing, improve climbing frame joint stiffness and bearing capacity between the high-rise residence large-spacing balcony by a wide margin, effectively carry out the structure anchor to the high space between the high-rise building large-spacing balcony.
2. The utility model discloses a bilayer draws to one side and climbs a bearing structure has guaranteed the level of horizontal steel structure roof beam to fixed on the one hand, guarantees to the support that the frame was climbed to the attached form in the big interval space, and on the other hand can adapt to the horizontal steel structure roof beam that supports different length, promotes the overall stability that the frame was climbed to the attached form and installs.
Drawings
The above features, technical features, advantages and means of realisation of a double-decked diagonal-pulling trestle support structure for high-rise large-pitch balcony dwellings will be further explained in the following detailed description of preferred embodiments in a clearly understandable manner with reference to the accompanying drawings.
FIG. 1 is a schematic structural view of the present invention;
fig. 2 is an enlarged view of a part of the structure of the present invention.
In the figure: the wall comprises a building wall body 10, an extension balcony 101, a horizontal steel structure beam 20, a wall-attached steel plate 201, an inner-layer steel pipe pull rod 30, an outer-layer steel pipe pull rod 40, a pull rod wall-attached part 50, a pull rod connecting part 60, an anchor bolt 70, a steel plate gasket 701, a wall-attached support 80, an angle steel tripod 90 and an attached climbing frame a.
Detailed Description
The invention will be further described with reference to the following figures 1-2 and examples:
example 1
A double-layer diagonal-pulling climbing frame supporting structure of a high-rise large-space balcony house comprises a building wall 10, extension balconies 101 which are integrally formed on the outer wall of the building wall 10 and distributed at large intervals, and attached climbing frames a which are distributed along the outer side of the building wall 10 and distributed vertically, wherein a plurality of horizontal steel structure beams 20 are fixed on the outer wall of the building wall 10 between the adjacent extension balconies 101, and the tail ends of the horizontal steel structure beams 20 and main beams at the free ends of the extension balconies 101 are fixed with the inner walls of the attached climbing frames a through attached wall supports 80;
in this embodiment, as shown in fig. 1-2, inner steel tube tie rods 30 and outer steel tube tie rods 40 are symmetrically distributed on the upper and lower sides of the horizontal steel structure beam 20, the head ends of the inner steel tube tie rods 30 and the outer steel tube tie rods 40 located on the same side are fixed on the building wall 10 through the same tie rod wall attaching member 50, the tail ends of the two inner steel tube tie rods 30 are respectively fixed on the upper and lower sides of the middle portion of the horizontal steel structure beam 20, and the tail ends of the two outer steel tube tie rods 40 are respectively fixed on the upper and lower sides of the tail end of the horizontal steel structure beam 20; four pull rod connecting pieces 60 respectively connected with the tail ends of the inner layer steel pipe pull rod 30 and the outer layer steel pipe pull rod 40 are fixed on the horizontal steel structure beam 20; in the embodiment, the inclination angle between the inner layer steel pipe pull rod 30 and the horizontal steel structure beam 20 is 45-55 degrees, and the inclination angle between the outer layer steel pipe pull rod 40 and the horizontal steel structure beam 20 is 30-40 degrees;
the inner-layer steel tube pull rod 30 and the outer-layer steel tube pull rod 40 have the same structure and respectively comprise an internal thread steel tube, two adjusting screws respectively screwed at the head end and the tail end of the internal thread steel tube, and a connecting end rotatably mounted at the free ends of the adjusting screws, in the embodiment, the middle part of the internal thread steel tube is flat or is additionally provided with a flat handle so as to facilitate telescopic adjustment, and it can be understood that the two adjusting screws can be synchronously extended or synchronously contracted by rotating the internal thread steel tube;
in this embodiment, the inner steel tube draw bar 30 and the outer steel tube draw bar 40 which are symmetrically arranged up and down can freely adjust the telescopic length, so that in the construction process, the telescopic length adjustment of the inner steel tube draw bar 30 and the outer steel tube draw bar 40 can be adjusted according to the horizontal deviation of the horizontal steel structure beam 20, the telescopic supporting and oblique pulling effects can be realized, the connection rigidity and the bearing capacity of the climbing frame between the large-space balconies of the high-rise building (residence) can be greatly improved, the structural anchoring can be effectively carried out on the height space between the large-space balconies of the high-rise building, meanwhile, the inner steel tube draw bar 30 and the outer steel tube draw bar 40 which are symmetrically arranged up and down are provided with four telescopic oblique pulling structures in total, on one hand, the horizontal direction fixation of the horizontal steel structure beam 20 is ensured, the support of the attached climbing frame a in the large-space is ensured, on the other hand, the horizontal steel structure beams 20 with different lengths can be adaptively supported, and the overall stability of the attached climbing frame a installation is improved.
In this embodiment, a wall-attached steel plate 201 is fixed at one end of the horizontal steel structural beam 20 close to the building wall 10, and the wall-attached steel plate 201 is fixed on the building wall 10 through an anchor bolt 70; the pull rod wall attaching piece 50 is a T-shaped structure which is turned by 90 degrees, and the vertical section of the pull rod wall attaching piece 50 is fixed on the building wall 10 through an anchor bolt 70.
In this embodiment, referring to fig. 2, the anchor bolt 70 is inserted into a bolt hole pre-embedded in the building wall 10, and a steel plate gasket 701 is disposed on one side of the anchor bolt 70 located on the inner wall of the building wall 10, so as to increase a reinforcing bearing force-bearing surface and ensure a stable bolting effect of the anchor bolt 70.
Example 2
The difference between this embodiment and embodiment 1 is that as shown in fig. 2, because the floating plate of the extension balcony 101 is an overhanging member with insufficient bearing capacity, its main beam serves as a main stressed member for reinforcing the angle steel tripod 90 and the wall-attached support 80, the angle steel tripod 90 is further fixed on the main beam at the free end of the extension balcony 101 through the anchor bolt 70, and one end of the wall-attached support 80 is fixed on the angle steel tripod 90, and the other end is fixed with the inner wall of the attached climbing frame a, it can be understood that the anchor bolt 70 is inserted into the bolt hole pre-embedded on the main beam at the free end of the extension balcony 101 to be fixed in a matching manner.
Other undescribed structures refer to example 1.
It can be understood that, in this embodiment, the anchor bolts 70 are all M30 through bolts, which effectively transmit the bearing capacity of the attached climbing frame a to the building wall 10 and the main beam, so that the strength meets the design requirement.
Finally, it should be noted that: the above-mentioned embodiments are only specific embodiments of the present invention, and are not intended to limit the technical solutions of the present invention, and the protection scope of the present invention is not limited thereto, although the present invention is described in detail with reference to the foregoing embodiments, those skilled in the art should understand that: those skilled in the art can still modify or easily conceive of changes in the technical solutions described in the foregoing embodiments or make equivalent substitutions for some technical features within the technical scope of the present disclosure; such modifications, changes or substitutions do not substantially depart from the spirit and scope of the embodiments of the present invention, and are intended to be included within the scope of the present invention. Therefore, the protection scope of the present invention shall be subject to the protection scope of the claims.
Claims (8)
1. A double-layer diagonal-pulling climbing frame supporting structure of a high-rise large-space balcony house comprises building walls (10), extension balconies (101) which are integrally formed on the outer walls of the building walls (10) and distributed at large intervals, and attached climbing frames which are distributed along the outer sides of the building walls (10) and distributed vertically, and is characterized in that a plurality of horizontal steel structure beams (20) are fixed on the outer walls of the building walls (10) between the adjacent extension balconies (101), and the tail ends of the horizontal steel structure beams (20) and main beams at the free ends of the extension balconies (101) are fixed with the inner walls of the attached climbing frames through attached wall supports (80);
the upper and lower side of horizontal steel structure roof beam (20) all symmetric distribution has inlayer steel pipe pull rod (30) and outer steel pipe pull rod (40) that the slope set up, and the head end that is located inlayer steel pipe pull rod (30) and outer steel pipe pull rod (40) of homonymy attaches on wall spare (50) is fixed in building wall (10) through same pull rod, and the tail end of two inlayer steel pipe pull rods (30) is fixed in the middle part of horizontal steel structure roof beam (20) downside on respectively, and the tail end of two outer steel pipe pull rods (40) is fixed in the terminal upper and lower side of horizontal steel structure roof beam (20) respectively.
2. The double-deck diagonal frame supporting structure for high-rise large-space balcony dwellings according to claim 1, characterized in that: one end of the horizontal steel structure beam (20) close to the building wall body (10) is fixedly provided with a wall-attached steel plate (201), and the wall-attached steel plate (201) is fixed on the building wall body (10) through an anchoring bolt (70).
3. The double-deck cable-stayed support structure for the high-rise large-spacing balcony house as claimed in claim 1, wherein: the pull rod wall attaching piece (50) is of a T-shaped structure which is turned for 90 degrees, and the vertical section of the pull rod wall attaching piece (50) is fixed on the building wall body (10) through an anchor bolt (70).
4. The supporting structure of the double-decked diagonal scaffold for the high-rise large-space balcony dwelling as claimed in any one of claims 2 to 3, wherein: the anchor bolt (70) penetrates through a pre-buried bolt hole in the building wall body (10), and a steel plate gasket (701) is arranged on one side, located on the inner wall of the building wall body (10), of the anchor bolt (70).
5. The double-deck cable-stayed support structure for the high-rise large-spacing balcony house as claimed in claim 1, wherein: four pull rod connecting pieces (60) which are respectively connected with the tail ends of the inner-layer steel tube pull rod (30) and the outer-layer steel tube pull rod (40) are fixed on the horizontal steel structure beam (20).
6. The double-deck diagonal frame supporting structure for high-rise large-space balcony dwellings according to claim 3, characterized in that: an angle steel tripod (90) is further fixed on the main beam at the free end of the extending balcony (101) through an anchor bolt (70), one end of the wall-attached support (80) is fixed on the angle steel tripod (90), and the other end of the wall-attached support is fixed with the inner wall of the attached climbing frame.
7. The double-deck cable-stayed support structure for the high-rise large-spacing balcony house as claimed in claim 1, wherein: the inclination angle between the inner layer steel pipe pull rod (30) and the horizontal steel structure beam (20) is 45-55 degrees, and the inclination angle between the outer layer steel pipe pull rod (40) and the horizontal steel structure beam (20) is 30-40 degrees.
8. The double-deck cable-stayed support structure for the high-rise large-spacing balcony house according to claim 7, wherein: the inner-layer steel tube pull rod (30) and the outer-layer steel tube pull rod (40) are identical in structure and respectively comprise an internal thread steel tube, two adjusting screw rods and a connecting end, wherein the two adjusting screw rods are respectively and spirally arranged at the head end and the tail end of the internal thread steel tube in a threaded mode, and the connecting end is rotatably arranged at the free end of each adjusting screw rod.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222600061.4U CN218562979U (en) | 2022-09-23 | 2022-09-23 | Double-layer inclined pulling climbing frame supporting structure of high-rise large-spacing balcony house |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222600061.4U CN218562979U (en) | 2022-09-23 | 2022-09-23 | Double-layer inclined pulling climbing frame supporting structure of high-rise large-spacing balcony house |
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| Publication Number | Publication Date |
|---|---|
| CN218562979U true CN218562979U (en) | 2023-03-03 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222600061.4U Active CN218562979U (en) | 2022-09-23 | 2022-09-23 | Double-layer inclined pulling climbing frame supporting structure of high-rise large-spacing balcony house |
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| Country | Link |
|---|---|
| CN (1) | CN218562979U (en) |
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- 2022-09-23 CN CN202222600061.4U patent/CN218562979U/en active Active
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