CN219974049U - Combined type pole tower suitable for double-slope inclined roof construction scene - Google Patents
Combined type pole tower suitable for double-slope inclined roof construction scene Download PDFInfo
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- CN219974049U CN219974049U CN202321664839.6U CN202321664839U CN219974049U CN 219974049 U CN219974049 U CN 219974049U CN 202321664839 U CN202321664839 U CN 202321664839U CN 219974049 U CN219974049 U CN 219974049U
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- 238000010276 construction Methods 0.000 title claims abstract description 26
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 60
- 239000010959 steel Substances 0.000 claims abstract description 60
- 239000011521 glass Substances 0.000 claims description 9
- 230000003014 reinforcing effect Effects 0.000 claims description 9
- 238000004873 anchoring Methods 0.000 claims description 2
- 238000012423 maintenance Methods 0.000 abstract description 5
- 238000009434 installation Methods 0.000 description 9
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 4
- 238000013461 design Methods 0.000 description 4
- 239000000126 substance Substances 0.000 description 4
- 230000009286 beneficial effect Effects 0.000 description 3
- 230000002787 reinforcement Effects 0.000 description 3
- 208000004067 Flatfoot Diseases 0.000 description 2
- 229910052742 iron Inorganic materials 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000009194 climbing Effects 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 238000010295 mobile communication Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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Abstract
The utility model discloses a combined pole tower suitable for a double-slope sloping roof construction scene, which comprises the following components: the combined type vertical rod, the beautifying outer cover and the channel steel clamping seats arranged in pairs; the beautifying outer cover is arranged outside the combined vertical rod in a surrounding manner; the upper part and the lower part of the beautifying outer cover are respectively clamped at the periphery of the channel steel clamping seat; the bottom of the combined upright rod passes through the outside of the channel steel clamping seat below; the top of the combined vertical rod is arranged on the channel steel clamping seat above. Setting tower legs as inclined legs matched with the roof, eliminating inclined struts, lowering the height of the vertical rods and adding the inclined struts in the space between the vertical rods to ensure stability; the beautifying outer cover is inserted into the channel steel clamping seat without being fixed by bolts, so that the assembling and disassembling are convenient, and the labor capacity and the difficulty of later operation and maintenance are reduced.
Description
Technical Field
The utility model relates to the technical field of base station installation, in particular to a combined pole tower suitable for a double-slope sloping roof construction scene.
Background
In the south area, in order to meet the requirements of rainfall drainage, the roof of the archaize building is a mountain type double-slope sloping roof. Aiming at the signal coverage requirement of the archaized building group, part of difficult sites can only be built on the roof of the sloping roof archaized building. The existing floor tower includes: tower type such as floor heightening frames, floor upright posts, square posts with beautifying outer covers, water buckets and the like, but the existing floor towers have the following problems that the existing floor towers cannot be suitable for archaize sloping roof buildings:
(1) The tower feet are flat feet, can only be installed on a flat roof, and cannot be attached to a sloping roof;
(2) External diagonal braces (typically angle steel) or ties are required to ensure stability of the tower;
(3) The beautifying requirement of the archaized building is high, the use of diagonal bracing, stay wires and other components is reduced, and the whole aesthetic feeling is influenced after a large number of diagonal bracing is added according to the existing design;
(4) Because the single beautifying outer cover has larger area, the method for increasing the beautifying outer cover is not suitable for roofs with weaker bearing capacity.
(5) Because the sloping roof has a slope, the sloping roof is directly piled up and assembled, and the potential safety hazard and the difficulty are both great.
Disclosure of Invention
Aiming at the technical problems, the utility model provides the combined type pole tower suitable for the construction scene of the double-slope inclined roof, and the structure can ensure the stability of the pole tower without reinforcing members such as inclined struts, stay wires and the like, so that the appearance of the pole tower is more attractive; the assembly and disassembly of the beautifying outer cover are more convenient and quick, the labor capacity of single installation work is reduced, the construction safety is ensured, and the later operation and maintenance are convenient to enter the inspection.
The utility model provides a combined pole tower suitable for a double-slope sloping roof construction scene, which comprises the following components: the combined type vertical rod, the beautifying outer cover and the channel steel clamping seats arranged in pairs;
the beautifying outer cover is arranged outside the combined vertical rod in a surrounding manner; the upper part and the lower part of the beautifying outer cover are respectively clamped at the periphery of the channel steel clamping seat; the bottom of the combined upright rod passes through the outside of the channel steel clamping seat below;
the top of the combined upright rod is arranged on the channel steel clamping seat above;
tower legs are respectively arranged at each vertex angle of the bottom surface of the combined vertical rod;
the tower feet are connected with roof bearing members in an anchoring manner; the tower feet are oblique feet matched with the roof.
Preferably, the modular pole comprises: trusses arranged in pairs; tower legs are symmetrically arranged on the bottom surface of the truss;
the trusses are symmetrically arranged on two sides of the area surrounded by the channel steel clamping seat.
Preferably, the truss comprises: the device comprises main rods arranged in pairs, rails arranged in pairs, inner diagonal braces arranged in pairs and outer chute arranged in pairs; the main rod is arranged at intervals perpendicular to the channel steel clamping seats; the transverse bars are symmetrically arranged on the upper part and the lower part of the adjacent main rod and are connected with the adjacent main rod; two ends of the inner diagonal bracing are respectively connected with diagonal crossing points of the main rod and the crosspiece; the two inner diagonal braces are crossed at the center.
Preferably, the truss comprises: a plurality of outer chute pairs; two ends of the transverse bar extend outwards of the main rod respectively; two ends of the main rod extend outwards from the crosspiece respectively; two ends of the outer chute are respectively connected with the extension ends of the main rod and the crosspiece.
Preferably, the truss comprises: an inner reinforcing rod; one end of the inner reinforcing rod is connected with the inner diagonal bracing crossing point, and the other end is vertically connected with the middle part of the crosspiece.
Preferably, the aesthetic outer cover comprises: a plurality of grid-type glass steel strips; two ends of the grid-type glass steel bars are installed in the channel steel clamping seat at intervals.
Preferably, the channel steel clamping seat comprises: a plurality of clamping groove strips and a plurality of connecting rods; the clamping groove strips are surrounded to be rectangular frames; the connecting rods are arranged in the rectangular frame in a crossing way.
Preferably, the clip groove strip includes: parallel bars and vertical bars; the group of connecting rods are arranged symmetrically at intervals in a vertical parallel manner; the other group of connecting rods are symmetrically arranged at intervals perpendicular to the vertical bars.
Preferably, the channel steel clamping seat comprises: a plurality of annular adjusting members; the paired annular adjusting pieces are arranged on the intersection point of any two connecting rods.
The utility model has the beneficial effects that:
1) The combined pole tower suitable for the double-slope inclined roof construction scene provided by the utility model has the advantages that the tower feet are arranged as inclined feet matched with the roof, inclined struts are canceled, the height of the vertical rods is reduced, and inclined struts are additionally arranged in the vertical rods to ensure stability; the beautifying outer cover is inserted into the channel steel clamping seat without being fixed by bolts, so that the assembling and disassembling are convenient, and the labor capacity and the difficulty of later operation and maintenance are reduced.
2) The combined type pole tower suitable for the double-slope inclined roof construction scene reduces the height of the tower, increases the transverse bars, the inner inclined struts and the web members, enables the tower body to form a truss system consisting of the main bars, the transverse bars and the inner inclined struts, can keep self stability under external load without external reinforcing members, and welds the oblique cutting of the tower feet and the connecting plates of the tower feet, so that the tower feet are closely attached to the sloping roof, and the installation reliability is improved. After external reinforcing members such as diagonal braces are omitted, the tower body occupies smaller area, the appearance is more attractive, and the requirements of the archaized building are compounded.
3) The combined type pole tower suitable for the double-slope inclined roof construction scene can solve part of construction difficulties, realize the construction of a slope roof, realize combined installation and assembly, reduce roof stacking during construction and is beneficial to construction safety. The combined installation of the towers on the sloping roof can be realized, the installation mode of the beautifying outer cover is improved, and the assembly and the disassembly are convenient and quick.
Drawings
FIG. 1 is a schematic view of a combined tower installation state suitable for a double-slope pitched roof construction scene, wherein a) is a front view; b) Is overlooking;
fig. 2 is a schematic view of a main view structure of a combined upright rod provided by the utility model;
fig. 3 is a schematic top view of a channel steel clamping seat provided by the utility model;
FIG. 4 is a schematic view showing the front view of the structure of the lattice type glass steel rod according to the present utility model;
FIG. 5 is a schematic view showing a front view of the installation state of the grid-type glass steel strip according to the present utility model;
legend description:
2. beautifying the outer cover; 1. a combined upright rod; 12. a tower foot; 11. a roof load bearing member; 13. a main rod; 133. a rail; 132. an inner diagonal brace; 131. an outer chute; 135. chemical anchor bolts; 3. a channel steel clamping seat; 31. grid-type glass steel strips; 321. a connecting rod; 323. an annular adjusting member; 324. a clamping groove strip.
Detailed Description
For the purpose of making the objects, technical solutions and advantages of the embodiments of the present utility model more apparent, the technical solutions of the embodiments of the present utility model will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present utility model, and it is apparent that the described embodiments are some embodiments of the present utility model, but not all embodiments. The components of the embodiments of the present utility model generally described and illustrated in the figures herein may be arranged and designed in a wide variety of different configurations.
Thus, the following detailed description of the embodiments of the utility model, as presented in the figures, is not intended to limit the scope of the utility model, as claimed, but is merely representative of selected embodiments of the utility model. All other embodiments, based on the embodiments of the utility model, which are apparent to those of ordinary skill in the art without inventive faculty, are intended to be within the scope of the utility model.
The technical means which are not described in detail and are not used for solving the technical problems of the utility model are all arranged according to common general knowledge in the field, and various common general knowledge arrangement modes can be realized.
Referring to fig. 1 to 5, the combined tower suitable for a double-slope sloping roof construction scene provided by the utility model comprises: a plurality of channel steel clamping seats and combined upright posts which are surrounded to be of a cube structure; the channel steel clamping seats are symmetrically arranged on the upper end face and the lower end face of the combined upright rod; the combined upright posts are arranged at intervals and are vertically arranged on the channel steel clamping seat; two ends of the beautifying outer cover are respectively clamped in the channel steel clamping seats and are arranged at intervals outside the combined type vertical rods, so that shielding and beautifying effects are formed.
Tower legs are respectively arranged at each vertex angle on the bottom surface of the combined upright rod; the tower foot is arranged obliquely, and is convenient to fix through a chemical anchor bolt after being attached to the roof slope. By adopting the structure, the overall weight can be reduced, equipment can be conveniently carried, and the roof bearing requirement can be met.
In order to further increase the overall load bearing capacity of the modular pole, truss structures are employed. The truss can be various existing trusses, in a specific embodiment, the trusses are surrounded into a rectangular steel frame structure body through main rods arranged in pairs and transverse bars arranged in pairs, and inner diagonal braces intersecting the center are arranged in the steel frame structure body so as to enhance the overall rigidity. Simultaneously, outer inclined grooves are respectively arranged on each vertex angle of the outer side of the rectangular steel frame structure body. And an inner reinforcing rod is arranged in the rectangular steel frame structure body.
In order to ensure the stress reliability, in a specific embodiment, the beautifying outer cover is formed by enclosing a plurality of grid-type glass steel bars, and the whole weight is light and can play a role of shielding.
The channel steel clamping seat is a rectangular frame formed by mutually perpendicular clamping groove strips, a plurality of connecting rods are arranged in the frame, and the annular adjusting piece is fixed on the main rod through bolts and is connected with the inner diagonal brace, the outer chute and the crosspiece. The bottom of the combined upright rod extends out and is provided with a tower foot. In one embodiment, one end of the annular adjusting member is connected to the connecting rod.
The tower feet of the conventional floor upright posts can be closely attached to the load-bearing members of the pitched roof of the archaize building by modifying the conventional floor upright posts, so that the floor tower suitable for the pitched roof is modified. And then according to the beautifying requirement of the archaize building area, the external reinforcing support rod piece or stay wire of the tower is canceled, and the outer cover is adopted for beautifying, namely, the general building surface vertical rod is transformed into the combined vertical rod suitable for the archaize building sloping roof.
(1) The combined upright rod can be fixed on the sloping roof bearing member by a chemical anchor bolt.
(2) The roof combined type vertical rod consists of 4 vertical rods, a transverse bar and inclined struts, and the requirement of stability can be met without adding inclined struts or stay wire reinforcement.
(3) In order to make the roof base station consistent with the surrounding landscapes, the combined upright posts need to be added with an outer cover for beautifying, and the outer cover is made of grid-type glass steel bars. The two ends of the beautifying grille strip are inserted into the channel steel clamping seat, so that the beautifying grille strip can keep moving to a certain extent and is convenient to assemble and disassemble.
In one embodiment:
(1) According to the requirements of site landscapes, 4 3m vertical rods are adopted to form a combined vertical rod, the vertical rod feet are made into inclined feet, and the external reinforcement method of the tower such as inclined struts is omitted.
(2) Angle steel is adopted between the vertical rods as a rail, an inner diagonal bracing and a web member, and the tower body forms a truss system consisting of the main rod, the rail and the inner diagonal bracing.
(3) The outer cover is adopted for shielding and beautifying, channel steel with opposite openings is arranged at the position of the rail to be selected and used as a fixed clamping seat for beautifying the grille strips, and an elastic rubber gasket is embedded in the channel steel.
(4) The angle steel, the angle steel and the channel steel are connected by bolts, and the rail and the main rod are fixed by annular adjusting pieces.
(5) The beautifying grid strips are inserted between the upper channel steel fixing clamping seats and the lower channel steel fixing clamping seats, the beautifying grid strips are not required to be fixed by bolts, are fixed by elastic counter force and friction force of rubber pads in the channel steel clamping seats, and keep mobility under certain external force conditions, so that the beautifying grid strips are convenient to assemble and disassemble, and are beneficial to later operation and maintenance personnel to adjust the antenna.
(6) The combined vertical rod is 3m in height, a transverse angle steel is arranged at the position 60cm away from the bottom of the main rod, and the antenna mounting height is about 2m, so that a climbing nail is not required to be arranged on the main rod body of the main rod, and a feeder line is bound on the main rod body of the main rod.
1. And (3) tower foot reconstruction: the tower feet of the existing floor tower are flat feet, and can only be used for flat roofs, the main rod of the tower body is required to be beveled, and the anchor plates of the tower feet are welded, and each column foot is connected with the floor through an 8 phi 12 chemical anchor bolt so as to realize the close adhesion of the tower feet and the sloping roof as a foundation.
2. Polygonal steel same plane internal connection buckle: the conventional roofing pole setting, mobile jib and reinforcement such as bracing angle steel adopt U type bolted connection, but in this design mobile jib and crosspiece angle steel are connected in 4 directions in the coplanar, still are difficult to realize with U type bolted connection, so select annular adjusting part to connect.
3. Beautify grid strip fixed mode: the conventional floor beautifying tower has the defects that the beautifying outer cover is connected with the rod body or the external bracket by bolts, and the price of a single outer cover is high, so that the assembly and the disassembly are difficult. The upper and lower channel steel with opposite openings is used as the fixing clamping seat for beautifying the grid strips, so that the outer cover is more convenient and flexible to assemble and disassemble, the single installation workload of the beautifying grid strips is reduced, and the difficulties of construction and later operation and maintenance are reduced.
In the embodiment, the manufactured component meets the requirement of GB50017-2017 of the design Specification of Steel Structure; "Mobile communication engineering Steel mast structural design Specification" YD/T5131-2019; requirements of communication iron tower standard atlas V1.3 (China iron tower Co., ltd.).
Although the present utility model has been described with reference to the foregoing embodiments, it will be apparent to those skilled in the art that modifications may be made to the embodiments described, or equivalents may be substituted for elements thereof, and any modifications, equivalents, improvements and changes may be made without departing from the spirit and principles of the present utility model.
Claims (9)
1. Combined type shaft tower suitable for double-slope sloping roof construction scene, characterized by comprising: the combined type vertical rod, the beautifying outer cover and the channel steel clamping seats arranged in pairs;
the beautifying outer cover is arranged outside the combined vertical rod in a surrounding manner; the upper part and the lower part of the beautifying outer cover are respectively clamped at the periphery of the channel steel clamping seat; the bottom of the combined upright rod passes through the outside of the channel steel clamping seat below;
the top of the combined upright rod is arranged on the channel steel clamping seat above;
tower legs are respectively arranged at each vertex angle of the bottom surface of the combined vertical rod;
the tower feet are connected with roof bearing members in an anchoring manner; the tower feet are oblique feet matched with the roof.
2. The modular pole suitable for use in a double sloping pitched roof construction scenario of claim 1, wherein the modular pole comprises: trusses arranged in pairs; tower legs are symmetrically arranged on the bottom surface of the truss;
the trusses are symmetrically arranged on two sides of the area surrounded by the channel steel clamping seat.
3. The modular pole suitable for use in a double sloping pitched roof construction scenario of claim 2, wherein the truss comprises: the device comprises main rods arranged in pairs, rails arranged in pairs, inner diagonal braces arranged in pairs and outer chute arranged in pairs; the main rod is arranged at intervals perpendicular to the channel steel clamping seats; the transverse bars are symmetrically arranged on the upper part and the lower part of the adjacent main rod and are connected with the adjacent main rod; two ends of the inner diagonal bracing are respectively connected with diagonal crossing points of the main rod and the crosspiece; the two inner diagonal braces are crossed at the center.
4. A modular pole suitable for use in a double sloping pitched roof construction scenario as claimed in claim 3, wherein the truss comprises: a plurality of outer chute pairs; two ends of the transverse bar extend outwards of the main rod respectively; two ends of the main rod extend outwards from the crosspiece respectively; two ends of the outer chute are respectively connected with the extension ends of the main rod and the crosspiece.
5. A modular pole suitable for use in a double sloping pitched roof construction scenario as claimed in claim 3, wherein the truss comprises: an inner reinforcing rod; one end of the inner reinforcing rod is connected with the inner diagonal bracing crossing point, and the other end is vertically connected with the middle part of the crosspiece.
6. The modular pole suitable for use in a double sloping pitched roof construction scenario of claim 1, wherein the aesthetic outer cover comprises: a plurality of grid-type glass steel strips; two ends of the grid-type glass steel bars are installed in the channel steel clamping seat at intervals.
7. The modular pole suitable for use in a double sloping pitched roof construction scenario of claim 1, wherein the channel clamp comprises: a plurality of clamping groove strips and a plurality of connecting rods; the clamping groove strips are surrounded to be rectangular frames; the connecting rods are arranged in the rectangular frame in a crossing way.
8. The modular pole suitable for use in a double sloping pitched roof construction scenario of claim 7, wherein the clip groove strip comprises: parallel bars and vertical bars; the group of connecting rods are arranged symmetrically at intervals in a vertical parallel manner; the other group of connecting rods are symmetrically arranged at intervals perpendicular to the vertical bars.
9. The modular pole suitable for use in a double sloping pitched roof construction scenario of claim 7, wherein the channel clamp comprises: a plurality of annular adjusting members; the paired annular adjusting pieces are arranged on the intersection point of any two connecting rods.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321664839.6U CN219974049U (en) | 2023-06-28 | 2023-06-28 | Combined type pole tower suitable for double-slope inclined roof construction scene |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321664839.6U CN219974049U (en) | 2023-06-28 | 2023-06-28 | Combined type pole tower suitable for double-slope inclined roof construction scene |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219974049U true CN219974049U (en) | 2023-11-07 |
Family
ID=88580173
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321664839.6U Active CN219974049U (en) | 2023-06-28 | 2023-06-28 | Combined type pole tower suitable for double-slope inclined roof construction scene |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219974049U (en) |
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2023
- 2023-06-28 CN CN202321664839.6U patent/CN219974049U/en active Active
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