CN212671267U - Be used for reinforced (rfd) energy stand of single-pipe tower - Google Patents

Be used for reinforced (rfd) energy stand of single-pipe tower Download PDF

Info

Publication number
CN212671267U
CN212671267U CN202020811582.2U CN202020811582U CN212671267U CN 212671267 U CN212671267 U CN 212671267U CN 202020811582 U CN202020811582 U CN 202020811582U CN 212671267 U CN212671267 U CN 212671267U
Authority
CN
China
Prior art keywords
guide
tower body
energy
reinforcement
fixedly connected
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
CN202020811582.2U
Other languages
Chinese (zh)
Inventor
徐华刚
朗金权
张应品
章立鹰
屠洛滨
贾钊
唐紫松
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Dy-Link Engineering & Technology Co ltd
Original Assignee
Dy-Link Engineering & Technology Co ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Dy-Link Engineering & Technology Co ltd filed Critical Dy-Link Engineering & Technology Co ltd
Priority to CN202020811582.2U priority Critical patent/CN212671267U/en
Application granted granted Critical
Publication of CN212671267U publication Critical patent/CN212671267U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Foundations (AREA)

Abstract

An energy upright post for reinforcing a single-tube tower comprises a base upright post and a tower body, wherein the tower body is arranged at the center of the upper end surface of the base upright post, and a tower body reinforcing structure and the energy upright post are arranged on the outer surface of the tower body; the lower end of the energy upright post is arranged on the outer surface of the foundation upright post, and the lower end of the tower body reinforced structure is fixedly connected with the upper end of the energy upright post. The utility model discloses body of tower reinforced structure and energy stand cooperation can consolidate the reinforcement to the body of tower bottom alone, also can realize the reinforcement of whole tower body with various body of tower reinforcing apparatus combinations together, can improve single-pipe tower bearing capacity effectively.

Description

Be used for reinforced (rfd) energy stand of single-pipe tower
Technical Field
The utility model belongs to the technical field of the iron tower is consolidated, concretely relates to an energy stand for single-pipe tower is consolidated.
Background
At present, with the development of communication technology, the 5G era comes, and the capacity expansion and sharing requirements of an operator network system, the requirement of additionally hanging a sky surface system is more and more increased on the basis of the original load bearing design of a single-pipe tower, the bearing capacity of the single-pipe tower can be improved by reinforcing the single-pipe tower, the implementation problems of site acquisition and the like caused by newly-built iron towers are avoided, and the method has very important economic and social benefits.
Disclosure of Invention
For solving the above-mentioned problem that prior art exists, the utility model provides a can improve single-pipe tower bearing capacity effectively, application scope is wide, has realized the energy stand that is used for single-pipe tower reinforcement of initiative, quick, accurate single-pipe tower reinforcement work.
The utility model adopts the technical proposal that:
the utility model provides an energy stand for single-pipe tower is consolidated, includes foundation column and tower body, the center department in foundation column up end is installed to the tower body, its characterized in that: the outer surface of the tower body is provided with a tower body reinforcing structure and an energy upright post; the lower end of the energy upright post is arranged on the outer surface of the foundation upright post, and the lower end of the tower body reinforced structure is fixedly connected with the upper end of the energy upright post. The utility model discloses body of tower reinforced structure and energy stand cooperation can consolidate the reinforcement to the body of tower bottom alone, also can realize the reinforcement of whole tower body with various body of tower reinforcing apparatus combinations together, can improve single-pipe tower bearing capacity effectively.
Furthermore, the energy stand column comprises a guide structure, a transmission structure and a receiving mechanism, wherein the upper end of the guide structure is fixedly connected with the lower end of the tower body reinforcing structure, the lower end of the guide structure is fixedly connected with the upper end of the transmission structure, the lower end of the transmission structure is fixedly connected with the receiving mechanism, and the receiving mechanism is fixed on the outer surface of the foundation stand column.
Further, the guide structure includes the guide staple bolt, guide staple bolt fixed mounting is on tower body lower extreme surface, be provided with a plurality of triangle guide blocks on the surface of guide staple bolt, the upper end of triangle guide block and tower body reinforced structure's lower extreme fixed connection, one side of tower body and transmission structure's upper end fixed connection are kept away from to the lower extreme of triangle guide block.
Furthermore, receiving mechanism includes the receiving staple bolt, receiving staple bolt fixed mounting is in the surface of foundation column, the surface mounting of receiving staple bolt has a plurality of receiving reinforcing blocks, the upper end and the lower extreme fixed connection of transmission structure of receiving reinforcing block.
Further, triangle guide block includes horizon bar, down tube, the inner and the guide staple bolt fixed connection of horizon bar, the outer end upper surface of horizon bar and the lower extreme fixed connection of down tube, the outer end lower surface and the transmission structure fixed connection of horizon bar, the upper end and the guide staple bolt fixed connection of down tube. The horizon bar, down tube and the guide staple bolt combination of triangle guide piece form and stabilize the triangle structure.
Furthermore, the upper end of the diagonal rod is provided with a horizontal short rod, the inner end of the horizontal short rod is fixedly connected with the guide hoop, and the upper surface of the horizontal short rod is fixedly connected with the lower end of the tower body reinforcing structure.
Further, the transmission structure comprises a vertically arranged vertical rod, and a connecting plate is arranged on the vertical rod.
Furthermore, the triangular guide block, the receiving reinforcing block and the transmission structure on the same side position are arranged in the same vertical direction, so that the transmission structure is in a vertical state after being installed.
Furthermore, the guide hoop and the receiving hoop are fixed at corresponding positions through bolts, and the bolt fastening positions of the guide hoop and the receiving hoop are staggered mutually.
Further, body of the tower reinforced structure is including consolidating the staple bolt, it is equipped with a plurality of stands to consolidate the staple bolt outward, the lower extreme of stand passes horizontal quarter butt and passes through nut fixed connection.
Furthermore, the stand is fixed on the reinforcement staple bolt through the latch segment or welded fastening on the reinforcement staple bolt.
The utility model is suitable for a field is consolidated to the iron tower, can be applicable to the reinforcement of various single-pipe towers.
The utility model has the advantages that: it is rational in infrastructure, can realize the reinforcement of tower body under the current user state of not changing the single-pipe tower, can consolidate the reinforcement to the body of the tower bottom alone, also can realize the reinforcement of whole tower body with various body of the tower reinforcing apparatus combinations together, can improve the single-pipe tower bearing capacity effectively, application scope is wide, has realized initiative, quick, accurate single-pipe tower and has consolidated reinforcement work, has very high practicality.
Drawings
Fig. 1 is an overall schematic view of the present invention.
Fig. 2 is a schematic bottom view of the present invention.
Detailed Description
The present invention will be further described with reference to the following specific embodiments, but the present invention is not limited to these specific embodiments. It will be recognized by those skilled in the art that the present invention encompasses all alternatives, modifications, and equivalents as may be included within the scope of the claims.
In the description of the present invention, it is to be understood that the terms "center", "longitudinal", "lateral", "length", "width", "thickness", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "clockwise", "counterclockwise" and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and to simplify the description, but do not indicate or imply that the device or element referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore should not be construed as limiting the present invention. Furthermore, the terms "first", "second" and "first" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include one or more of that feature. In the description of the present invention, unless otherwise specified, "a plurality" means two or more unless explicitly defined otherwise.
In the present invention, unless otherwise expressly specified or limited, the terms "mounted," "connected," and "fixed" are to be construed broadly and may, for example, be fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present invention can be understood according to specific situations by those skilled in the art.
In the present disclosure, unless expressly stated or limited otherwise, the first feature "on" or "under" the second feature may comprise direct contact between the first and second features, or may comprise contact between the first and second features not directly. Also, the first feature being "on," "above" and "over" the second feature includes the first feature being directly on and obliquely above the second feature, or merely indicating that the first feature is at a higher level than the second feature. A first feature being "under," "below," and "beneath" a second feature includes the first feature being directly under and obliquely below the second feature, or simply meaning that the first feature is at a lesser elevation than the second feature.
Referring to fig. 1 and 2, the embodiment provides an energy column for reinforcing a single-pipe tower, including a single-pipe tower 10, the single-pipe tower 10 is composed of a tower body 12 and a base column 11, a lower end of the tower body 12 is fixedly installed at a center of an upper end face of the base column 11, a tower body reinforcing structure 20 is installed on an outer surface of an upper end of the tower body 12, an energy column 100 is installed on an outer surface of a lower end of the tower body 12, a lower end of the energy column 100 is installed on an outer surface of the base column 11, and a lower end of the tower body reinforcing structure 20 is fixedly connected with an upper end of the energy column.
This embodiment energy stand 100 comprises guide structure 30, transmission structure 40, the 50 triplets of receiving mechanism, guide structure 30 includes guide staple bolt 32, guide staple bolt 32 passes through bolt fixed mounting on tower body 12 lower extreme surface, the fixed a plurality of triangle guide blocks 31 that are provided with on the guide staple bolt 32 surface, triangle guide block 31 upper end carries out fixed connection through mechanics conduction with tower body reinforced structure 20 lower extreme, the tower body 12 side is kept away from to triangle guide block 31 lower extreme and transmission structure 40 upper end fixed connection. Specifically, triangle guide block 31 includes horizon bar, down tube, the inner and the guide staple bolt 32 fixed connection of horizon bar, the outer end upper surface of horizon bar and the lower extreme fixed connection of down tube, the outer end lower surface and the transmission structure 40 fixed connection of horizon bar, the upper end and the guide staple bolt 32 fixed connection of down tube. The horizon bar, down tube and the guide staple bolt combination of triangle guide piece form and stabilize the triangle structure. The upper end of the diagonal rod is provided with a horizontal short rod, the inner end of the horizontal short rod is fixedly connected with the guide hoop 32, and the upper surface of the horizontal short rod is fixedly connected with the lower end of the tower body reinforcing structure 20. The size of the triangular guide block 31 is determined by the actual calculation result, and the length of the transmission structure 40 is determined by the actual calculation result.
The receiving mechanism 50 of the present embodiment includes a receiving hoop 51, the receiving hoop 51 is fixedly mounted on the outer surface of the foundation column 11 through bolts, a plurality of receiving reinforcing blocks 52 are fixedly disposed on the outer surface of the receiving hoop 51, and the upper ends of the receiving reinforcing blocks 52 are fixedly connected to the lower end of the transmission structure 40 through bolts.
In this embodiment, the transmission structure 40 includes a vertically disposed vertical rod, and the vertical rod is provided with a connecting plate.
In this embodiment, the triangular guide block 31 on the outer surface of the guide hoop 32 is at least three, the receiving fixing block 52 on the outer surface of the receiving hoop 51 is at least three, the triangular guide block 31, the receiving fixing block 52 and the transmission structure 40 which are located on the same side after the installation of the energy upright post 100 are ensured to be in the same vertical direction, and the transmission structure 40 is required to be in a vertical state after the installation is completed.
In this embodiment, the guide hoop 32 is selected according to different models according to actual calculation results, the receiving hoop 51 is selected according to different models according to actual calculation results, and the bolt fastening positions of the guide hoop 32 and the receiving hoop 51 are staggered.
This embodiment tower body reinforced structure 20 is including consolidating the staple bolt, it is equipped with a plurality of stands to consolidate the staple bolt outward, the lower extreme of stand passes horizontal quarter butt and passes through nut fixed connection. The stand is fixed on the reinforcement staple bolt through the latch segment or welded fastening is on the reinforcement staple bolt.
The utility model discloses during the installation uses, installs body of the tower reinforced structure 20 in the surface of tower body 12, installs guide structure 30 in the lower extreme of tower body 12, and every triangle guide block 31 corresponds the column mouting. And then the transmission structure 40 and the receiving mechanism 50 are sequentially arranged on corresponding positions, so that the bottom of the tower body can be reinforced independently, the whole tower body can be reinforced by combining with various tower body reinforcing devices, and the bearing capacity of the single-pipe tower can be effectively improved.
The energy column 100 of this embodiment is not limited to be combined with the above-mentioned tower body reinforcing structure 20 to reinforce the whole tower body, the energy column 100 can be combined with various tower body reinforcing devices to reinforce the whole tower body, and the energy column 100 can also be used alone to reinforce the bottom of the tower body.
The utility model is suitable for a field is consolidated to the iron tower, can be applicable to the reinforcement of various single-pipe towers.
The utility model discloses it is rational in infrastructure, can realize the reinforcement of tower body under the current user state of single-pipe tower not changing, can consolidate the reinforcement to tower body bottom alone, also can realize the reinforcement of whole tower body with various tower body reinforcing apparatus combinations together, can improve single-pipe tower bearing capacity effectively, application scope is wide, has realized initiative, quick, accurate single-pipe tower reinforcement work, has very high practicality.
It should be noted that the above embodiments can be freely combined as necessary. The foregoing has been a detailed description of the preferred embodiments and principles of the present invention, and it will be apparent to those skilled in the art that variations may be made in the specific embodiments based on the concepts of the present invention, and such variations are considered as within the scope of the present invention.

Claims (10)

1. The utility model provides an energy stand for single-pipe tower is consolidated, includes foundation column and tower body, the center department in foundation column up end is installed to the tower body, its characterized in that: the outer surface of the tower body is provided with a tower body reinforcing structure and an energy upright post; the lower end of the energy upright post is arranged on the outer surface of the foundation upright post, and the lower end of the tower body reinforced structure is fixedly connected with the upper end of the energy upright post.
2. An energy column for the reinforcement of single tube towers according to claim 1, wherein: the energy stand column comprises a guide structure, a transmission structure and a receiving mechanism, wherein the upper end of the guide structure is fixedly connected with the lower end of the tower body reinforcing structure, the lower end of the guide structure is fixedly connected with the upper end of the transmission structure, the lower end of the transmission structure is fixedly connected with the receiving mechanism, and the receiving mechanism is fixed on the outer surface of the foundation stand column.
3. An energy column for the reinforcement of single tube towers according to claim 2, wherein: the guide structure is including the guide staple bolt, guide staple bolt fixed mounting is on tower body lower extreme surface, be provided with a plurality of triangle guide blocks on the surface of guide staple bolt, the upper end of triangle guide block and tower body reinforced structure's lower extreme fixed connection, one side of tower body and transmission structure's upper end fixed connection are kept away from to the lower extreme of triangle guide block.
4. An energy column for the reinforcement of single tube towers according to claim 2, wherein: the receiving mechanism comprises a receiving hoop which is fixedly installed on the outer surface of the foundation upright post, a plurality of receiving reinforcing blocks are fixed on the outer surface of the receiving hoop, and the upper ends of the receiving reinforcing blocks are fixedly connected with the lower end of the transmission structure.
5. An energy column for the reinforcement of single tube towers according to claim 3, wherein: the triangular guide block comprises a horizontal rod and an inclined rod, the inner end of the horizontal rod is fixedly connected with the guide hoop, the upper surface of the outer end of the horizontal rod is fixedly connected with the lower end of the inclined rod, the lower surface of the outer end of the horizontal rod is fixedly connected with the transmission structure, and the upper end of the inclined rod is fixedly connected with the guide hoop; the upper end of the diagonal rod is provided with a horizontal short rod, the inner end of the horizontal short rod is fixedly connected with the guide hoop, and the upper surface of the horizontal short rod is fixedly connected with the lower end of the tower body reinforcing structure.
6. An energy column for the reinforcement of single tube towers according to claim 2, wherein: the transmission structure comprises a vertically arranged vertical rod, and a connecting plate is arranged on the vertical rod.
7. An energy column for the reinforcement of single tube towers according to claim 3, wherein: the triangular guide block, the receiving reinforcing block and the transmission structure on the same side position are arranged in the same vertical direction.
8. An energy column for the reinforcement of single tube towers according to claim 3, wherein: the guide anchor ear and the receiving anchor ear are fixed at corresponding positions through bolts, and the bolt fastening positions of the guide anchor ear and the receiving anchor ear are arranged in a staggered mode.
9. An energy column for the reinforcement of single tube towers according to claim 5, wherein: the tower body reinforced structure is including consolidating the staple bolt, it is equipped with a plurality of stands to consolidate the staple bolt outward, the lower extreme of stand passes horizontal quarter butt and passes through nut fixed connection.
10. An energy column for the reinforcement of single tube towers according to claim 9, wherein: the stand is fixed on the reinforcement staple bolt through the latch segment or welded fastening is on the reinforcement staple bolt.
CN202020811582.2U 2020-05-15 2020-05-15 Be used for reinforced (rfd) energy stand of single-pipe tower Active CN212671267U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202020811582.2U CN212671267U (en) 2020-05-15 2020-05-15 Be used for reinforced (rfd) energy stand of single-pipe tower

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202020811582.2U CN212671267U (en) 2020-05-15 2020-05-15 Be used for reinforced (rfd) energy stand of single-pipe tower

Publications (1)

Publication Number Publication Date
CN212671267U true CN212671267U (en) 2021-03-09

Family

ID=74815112

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202020811582.2U Active CN212671267U (en) 2020-05-15 2020-05-15 Be used for reinforced (rfd) energy stand of single-pipe tower

Country Status (1)

Country Link
CN (1) CN212671267U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111576912A (en) * 2020-05-15 2020-08-25 电联工程技术股份有限公司 Be used for reinforced (rfd) energy stand of single-pipe tower
CN114482669A (en) * 2021-12-30 2022-05-13 电联工程技术股份有限公司 5G communication network communication tower

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111576912A (en) * 2020-05-15 2020-08-25 电联工程技术股份有限公司 Be used for reinforced (rfd) energy stand of single-pipe tower
CN114482669A (en) * 2021-12-30 2022-05-13 电联工程技术股份有限公司 5G communication network communication tower

Similar Documents

Publication Publication Date Title
CN212671267U (en) Be used for reinforced (rfd) energy stand of single-pipe tower
CN110847676A (en) Reinforcing apparatus of single-pipe tower
CN107965065B (en) Buckling support Combined type pre-embedded member construction method
CN111075246A (en) Flange joint reinforcing apparatus of tower
CN111576912A (en) Be used for reinforced (rfd) energy stand of single-pipe tower
CN211473595U (en) Reinforcing apparatus of single-pipe tower
CN218204531U (en) Pipe jacking short-distance initial back wall
CN110847675A (en) Reinforcing apparatus of single-pipe tower
CN215631073U (en) Building ribbed steel bar welding net
CN110185074A (en) A kind of taper pile model test apparatus and test method
CN202865837U (en) Reinforcement core filling structure of prestressed concrete pipe pile
CN212984187U (en) Steel structure supporting seat
CN214272424U (en) Bidirectional connecting piece for building steel structure
CN210737776U (en) Steel pipe bundle installation adjusting and positioning device
CN211225943U (en) Elevator steel constructs well
CN219195666U (en) Beam construction hanging bracket
CN214942694U (en) Reinforcing apparatus of single-pipe tower
CN217205545U (en) Rural residence reinforcing device for urban and rural planning
CN204326658U (en) LNG storage tank reinforced mesh wind-resistant column bracing means
CN210195767U (en) Steel trolley for tunnel construction
CN220565196U (en) Jacket structure for offshore booster station
CN214657682U (en) Light steel member
CN216406249U (en) Concrete floor reinforcing structure
CN214696424U (en) Precast concrete air conditioner board
CN220790713U (en) Supporting structure

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant