CN116950116B - Communication tower pre-buried connecting piece and pipe bolt basis - Google Patents
Communication tower pre-buried connecting piece and pipe bolt basis Download PDFInfo
- Publication number
- CN116950116B CN116950116B CN202310986280.7A CN202310986280A CN116950116B CN 116950116 B CN116950116 B CN 116950116B CN 202310986280 A CN202310986280 A CN 202310986280A CN 116950116 B CN116950116 B CN 116950116B
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- Prior art keywords
- rod
- sliding
- base
- seat
- soil
- Prior art date
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- 238000004891 communication Methods 0.000 title claims abstract description 20
- 239000002689 soil Substances 0.000 claims abstract description 27
- 238000000034 method Methods 0.000 claims abstract description 15
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 abstract description 14
- 229910052742 iron Inorganic materials 0.000 abstract description 7
- 239000011435 rock Substances 0.000 abstract description 3
- 230000003014 reinforcing effect Effects 0.000 description 10
- 238000010586 diagram Methods 0.000 description 4
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 230000001788 irregular Effects 0.000 description 2
- 229910001018 Cast iron Inorganic materials 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 125000003003 spiro group Chemical group 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/42—Foundations for poles, masts or chimneys
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
- E04H12/18—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures movable or with movable sections, e.g. rotatable or telescopic
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
- E04H12/22—Sockets or holders for poles or posts
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Foundations (AREA)
Abstract
The invention discloses a communication iron tower embedded connecting piece and a pipe bolt foundation, which relate to the technical field of iron tower embedded pieces and comprise the following components: parallel arrangement's footstock and base still include: the folding mechanism comprises a plurality of support rods, and extension rods are rotatably connected to the support rods; the lifting seat is rotationally connected with each extension rod, and the top seat and the base are far away from each other through the folding mechanism in the process that the lifting seat is lifted; the soil bundling rod is connected to the base in a sliding manner, and in the process that the top seat and the base are away from each other, the soil bundling rod is driven to be bundled into the inner side wall of the foundation pit through a linkage mechanism. The top seat and the base can be far away from each other through the folding mechanism, so that the aim of expanding the embedded part is fulfilled, a complicated assembly process is omitted, the time for assembling the embedded part is saved, and the embedded efficiency is improved; through the link gear, make prick the inside wall that the pole can prick the foundation ditch, make the built-in fitting more firm, when avoiding strong wind weather, the built-in fitting takes place to rock in the foundation ditch.
Description
Technical Field
The invention relates to the technical field of embedded parts of iron towers, in particular to an embedded connecting piece and a pipe bolt foundation of a communication iron tower.
Background
The embedded part (prefabricated embedded part) is a component which is pre-installed (embedded) in the concealing engineering; the building part is a building part arranged during structure pouring and is used for lapping when the upper structure is built; in order to facilitate the installation and fixation of the foundation of the external engineering equipment, the embedded part is mostly made of metal, for example: reinforcing bars or cast iron, or non-metallic rigid materials such as wood, plastic, etc.
The publication number is: CN218233816U, publication date: 2023, 1 month and 6 days, named: the utility model provides an iron tower built-in fitting convenient to installation, it includes the reinforcing bar pole, the reinforcing bar pole is a plurality of altogether, and is circumference equidistance and arrange, be equipped with the first annular slab of at least three equidistance arrangement along the length direction of reinforcing bar pole on the reinforcing bar pole, reinforcing bar pole all with first annular slab fixed connection, and first annular slab perpendicular to reinforcing bar pole, every all be equipped with a plurality of irregular arrangement's strip shaped plate on the first annular slab, the strip shaped plate all runs through its first annular slab that is located, the side of first annular slab is equipped with the curved plate of a plurality of equidistance arrangements. When the embedded part is used, the design of the vertical reinforcing bar of the at least three first annular plates and the irregular strip-shaped plates and the curved plates are additionally arranged on the first annular plates, so that the contact area between the whole reinforcing bar and concrete cement is increased, the whole holding power to the concrete is improved, the bending of the reinforcing bar is effectively avoided, and the stability of the whole embedded part after the whole embedded part is arranged on the iron tower is improved.
In the prior art including the above patent, there are the following problems:
The embedded part usually needs to use a plurality of reinforcing steel bar formwork, and the reinforcing steel bar is used again to tie up to and the nut carries out the spiro union fixedly, and the time of equipment embedded part is too long, influences embedded efficiency.
The embedded part is poured by concrete in the foundation pit, after the concrete is solidified, the concrete and the embedded part form a whole, but a connecting structure is not arranged between the concrete and the soil of the foundation pit, and when the weather is strong, the embedded part is easy to slightly shake in the foundation pit.
Disclosure of Invention
The invention aims to provide a communication tower embedded connecting piece and a pipe bolt foundation so as to solve the defects in the prior art.
In order to achieve the above object, the present invention provides the following technical solutions: a pre-buried connector of communication tower, comprising: parallel arrangement's footstock and base still include:
The folding mechanism comprises a plurality of support rods, one end of each support rod is rotationally connected to the base, the other end of each support rod is slidingly connected to the top seat, and each support rod is rotationally connected with an extension rod;
the lifting seat is rotationally connected with each extension rod, and the top seat and the base are far away from each other through the folding mechanism in the process that the lifting seat is lifted;
the soil bundling rod is connected to the base in a sliding manner, and in the process that the top seat and the base are away from each other, the soil bundling rod is driven to be bundled into the inner side wall of the foundation pit through a linkage mechanism.
Further, the folding mechanism further comprises a plurality of sliding seats, each sliding seat is respectively and correspondingly connected to one end of each supporting rod close to the top seat in a rotating mode, and each sliding seat is connected with the bottom of the top seat in a sliding mode.
Further, the sliding seats are fixedly connected with sliding blocks, sliding grooves corresponding to the sliding blocks are formed in the bottoms of the top seats, and the sliding blocks are correspondingly and slidably connected in the sliding grooves one by one.
Further, a lifting ring is fixedly connected to the lifting seat.
Further, the link gear includes the spliced pole of fixed connection on the base, fixedly connected with deflector on the spliced pole, has seted up the guide way on the bracing piece, and sliding connection has the slide bar in the guide way, and the one end of slide bar runs through and extends to the outside of deflector, and with prick native pole fixed connection, fixedly connected with spacing frame on the lateral wall of spliced pole, prick native pole transverse sliding connection in spacing frame.
Further, one end of the soil bundling rod is pointed.
The utility model provides a pipe bolt basis, its includes the pre-buried connecting piece of communication tower, the pre-buried connecting piece of communication tower is foretell pre-buried connecting piece of communication tower.
In the technical scheme, the embedded connecting piece of the communication iron tower provided by the invention comprises:
1. Through folding mechanism, can make footstock and base keep away from mutually, reach the purpose that the built-in fitting was expanded, saved loaded down with trivial details equipment process, saved the time of equipment built-in fitting, improve pre-buried efficiency.
2. Through the link gear, when making the built-in fitting expand, order about to prick the inside wall that the pole can prick the foundation ditch, form into a whole with the soil of foundation ditch, through pouring, make the built-in fitting more firm, when avoiding strong wind weather, the built-in fitting takes place to rock in the foundation ditch.
3. Through the base for the ring, can be when transporting, stack a plurality of built-in fitting from top to bottom, be convenient for transport in the time of saving space.
4. Because the communication tower embedded connecting piece has the technical effects, the pipe bolt foundation comprising the communication tower embedded connecting piece also has the corresponding technical effects.
Drawings
In order to more clearly illustrate the embodiments of the present application or the technical solutions in the prior art, the drawings required for the embodiments will be briefly described below, and it is apparent that the drawings in the following description are only some embodiments described in the present application, and other drawings may be obtained according to these drawings for a person having ordinary skill in the art.
FIG. 1 is a schematic diagram of an overall structure according to an embodiment of the present invention;
FIG. 2 is a schematic view of an overall structure of another angle according to an embodiment of the present invention;
FIG. 3 is a schematic view of a base, a folding mechanism, a lifting seat and a soil bundling rod according to an embodiment of the present invention;
fig. 4 is a schematic top view of a base, a folding mechanism, a lifting seat and a soil bundling rod according to an embodiment of the present invention;
FIG. 5 is a schematic diagram of a linkage mechanism according to an embodiment of the present invention;
FIG. 6 is a schematic diagram of a separation structure of a linkage mechanism according to an embodiment of the present invention;
Fig. 7 is a schematic diagram of a partial enlarged structure according to an embodiment of the present invention.
Reference numerals illustrate:
1. a top base; 11. a chute; 2. a base; 3. a folding mechanism; 31. a support rod; 311. a guide groove; 32. an extension rod; 33. a slide; 331. a slide block; 4. a lifting seat; 41. a pull ring is lifted; 5. a soil bundling rod; 6. a connecting column; 7. a guide plate; 8. a slide rod; 9. and a limit frame.
Detailed Description
In order to make the technical scheme of the present invention better understood by those skilled in the art, the present invention will be further described in detail with reference to the accompanying drawings.
Referring to fig. 1-7, an embedded connector for a communication tower according to an embodiment of the present invention includes: the footstock 1 and the base 2 of parallel arrangement still include: the folding mechanism 3 comprises a plurality of support rods 31, one end of each support rod 31 is rotationally connected to the base 2, the other end of each support rod 31 is slidingly connected to the top seat 1, and each support rod 31 is rotationally connected with an extension rod 32.
As the preferred embodiment of the invention, the base 2 is in a ring shape, the middle part of the base 2 is in a hollowed-out arrangement, and through the structure, a plurality of embedded parts can be stacked up and down during transportation, so that the space is saved, and meanwhile, the transportation is convenient.
In the embodiment of the invention, specifically: the folding mechanism 3 further comprises a plurality of sliding seats 33, each sliding seat 33 is rotatably connected to one end of each supporting rod 31 close to the top seat 1 in a one-to-one correspondence manner, and each sliding seat 33 is slidably connected with the bottom of the top seat 1.
In the embodiment of the present invention, more specifically: the sliding seats 33 are fixedly connected with sliding blocks 331, sliding grooves 11 corresponding to the sliding blocks 331 are formed in the bottom of the top seat 1, and the sliding blocks 331 are correspondingly and slidably connected in the sliding grooves 11 one by one; the sliding seat 33 is in sliding fit with the sliding groove 11 through a sliding block 331 and is in sliding connection with the top seat 1; in the process that the top seat 1 and the base 2 are far away from each other, the sliding direction of the sliding block 331 in the sliding groove 11 is as follows: slide from the position near the axis of the top seat 1 to the position near the peripheral surface of the top seat 1.
In an embodiment of the invention: a pulling seat 4 rotatably connected to each extension rod 32, wherein the pulling seat 4 is configured to separate the top seat 1 from the base 2 by the folding mechanism 3 during pulling; a lifting ring 41 is fixedly connected to the lifting seat 4; specifically, the pulling seat 4 is pulled by pulling the pulling ring 41; more specifically, in the process of pulling the pulling seat 4, one end of each extension rod 32 is driven to move synchronously, and since the length of the extension rod 32 is fixed, the other end of the extension rod 32 extends towards the circumferential direction of the top seat 1, and meanwhile, one end of the extension rod 32 and one end of the support rod 31 are in a rotation relationship, so that the support rod 31 is driven to move from an inclined state to a vertical state to support the top seat 1.
The soil bundling rod 5 is slidably connected to the base 2, and in the process that the footstock 1 and the base 2 are far away from each other, the soil bundling rod 5 is driven to be bundled into the inner side wall of the foundation pit through a linkage mechanism.
In an embodiment of the invention: specifically, the linkage mechanism comprises a connecting column 6 fixedly connected to the base 2, a guide plate 7 is fixedly connected to the connecting column 6, a guide groove 311 is formed in a supporting rod 31, a sliding rod 8 is connected in the guide groove 311 in a sliding manner, one end of the sliding rod 8 penetrates through and extends to the outside of the guide plate 7 and is fixedly connected with a soil binding rod 5, a limit frame 9 is fixedly connected to the side wall of the connecting column 6, and the soil binding rod 5 is transversely and slidably connected in the limit frame 9; through the linkage mechanism, the soil-binding rod 5 can be bound into the inner side wall of the foundation pit more firmly in the process that the supporting rod 31 rotates to be perpendicular to the base 2 along the rotation axis of the base 2, so that the embedded part after pouring is firmer; simultaneously, the soil binding rod 5 is in sliding fit with the limit frame 9, and the sliding rod 8 is in sliding fit with the guide plate 7 and the guide groove 311 respectively, so that the soil binding rod 5 can be always kept horizontally to be bound into the inner side wall of the foundation pit.
As a preferred embodiment of the present invention: one end of the soil bundling rod 5 is pointed, and the other end of the soil bundling rod is pointed, so that the soil bundling rod 5 can be conveniently bundled into the inner side wall of the foundation pit.
In an embodiment of the invention: still provide a tube bolt basis, it includes foretell communication tower pre-buried connecting piece, and this tube bolt basis is used for connecting communication tower.
Working principle: when the embedded part is used, the embedded part is lifted by using lifting equipment and is lifted into a foundation pit, after the embedded part is placed into the foundation pit, the lifting equipment hooks the lifting ring 41 to lift in a sound way to drive the lifting seat 4 to lift upwards, in the lifting process of the lifting seat 4, the lifting seat 4 drives one end of each extension rod 32 to synchronously move, the length of each extension rod 32 is fixed, the other end of each extension rod 32 extends towards the circumferential direction of the top seat 1, meanwhile, one end of each extension rod 32 is in a rotating relation with one end of each support rod 31, the support rods 31 are in rotating fit with the sliding seat 33 through the support rods 31, the sliding seat 33 is in sliding fit with the sliding grooves 11, the support rods 31 are driven to rotate by taking the rotating axis of the base 2 as the center, the support rods 31 are rotated to be perpendicular to the base 2 from an inclined state, then concrete is poured into the foundation pit, and the embedded part is poured; and the complicated assembly process is omitted, and the pre-embedding efficiency is improved.
Wherein, in the pivoted in-process with the axis of rotation of base 2 as the center at bracing piece 31, through the sliding fit of pricking soil pole 5 and spacing frame 9 to and slide rod 8 respectively with deflector 7, guide way 311 sliding fit for pricking soil pole 5 can remain the horizontally all the time and prick into the foundation ditch inside wall, make the built-in fitting pour later more firm, when avoiding the windy weather, the built-in fitting takes place to rock in the foundation ditch.
While certain exemplary embodiments of the present invention have been described above by way of illustration only, it will be apparent to those of ordinary skill in the art that modifications may be made to the described embodiments in various different ways without departing from the spirit and scope of the invention. Accordingly, the drawings and description are to be regarded as illustrative in nature and not as restrictive of the scope of the invention, which is defined by the appended claims.
Claims (6)
1. Communication tower pre-buried connecting piece, its characterized in that includes: the footstock (1) and the base (2) of parallel arrangement still include:
The folding mechanism (3) comprises a plurality of support rods (31), one end of each support rod (31) is rotationally connected to the base (2), the other end of each support rod is slidingly connected to the top seat (1), and each support rod (31) is rotationally connected with an extension rod (32);
The lifting seat (4) is rotationally connected with each extension rod (32), and the top seat (1) and the base (2) are far away from each other through the folding mechanism (3) in the process of lifting the lifting seat (4);
the soil bundling rod (5) is connected to the base (2) in a sliding manner, and in the process that the top seat (1) and the base (2) are away from each other, the soil bundling rod (5) is driven to be bundled into the inner side wall of the foundation pit through a linkage mechanism;
The linkage mechanism comprises a connecting column (6) fixedly connected to the base (2), a guide plate (7) is fixedly connected to the connecting column (6), a guide groove (311) is formed in a supporting rod (31), a sliding rod (8) is connected in the guide groove (311) in a sliding mode, one end of the sliding rod (8) penetrates through and extends to the outside of the guide plate (7) and is fixedly connected with a soil binding rod (5), a limit frame (9) is fixedly connected to the side wall of the connecting column (6), and the soil binding rod (5) is transversely connected in the limit frame (9) in a sliding mode.
2. The pre-buried connecting piece of communication tower according to claim 1, wherein the folding mechanism (3) further comprises a plurality of sliding seats (33), each sliding seat (33) is rotatably connected to one end of each supporting rod (31) close to the top seat (1) in a one-to-one correspondence manner, and each sliding seat (33) is slidably connected with the bottom of the top seat (1).
3. The pre-buried connecting piece of communication tower according to claim 2, wherein each sliding seat (33) is fixedly connected with a sliding block (331), the bottom of the top seat (1) is provided with sliding grooves (11) corresponding to each sliding block (331), and each sliding block (331) is respectively and correspondingly slidably connected in each sliding groove (11).
4. The communication tower pre-buried connecting piece according to claim 1, wherein a lifting ring (41) is fixedly connected to the lifting seat (4).
5. A pre-buried connector for a communication tower according to claim 1, wherein one end of the soil-binding rod (5) is pointed.
6. A pipe plug foundation comprising a pre-buried connector of a pylon according to any one of claims 1 to 5.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202310986280.7A CN116950116B (en) | 2023-08-07 | 2023-08-07 | Communication tower pre-buried connecting piece and pipe bolt basis |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202310986280.7A CN116950116B (en) | 2023-08-07 | 2023-08-07 | Communication tower pre-buried connecting piece and pipe bolt basis |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN116950116A CN116950116A (en) | 2023-10-27 |
| CN116950116B true CN116950116B (en) | 2024-05-03 |
Family
ID=88461834
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202310986280.7A Active CN116950116B (en) | 2023-08-07 | 2023-08-07 | Communication tower pre-buried connecting piece and pipe bolt basis |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN116950116B (en) |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6766623B1 (en) * | 2003-03-18 | 2004-07-27 | Peter A. Kalnay | Foldable, expandable framework for a variety of structural purposes |
| KR101443034B1 (en) * | 2014-03-12 | 2014-09-22 | 홍석희 | The bulb rimmer units for extension the bearing area of the pile or anchor structures |
| CN104541007A (en) * | 2012-07-19 | 2015-04-22 | 彼得·凯尔纳 | Device for anchoring constructions in the ground |
| CN107227745A (en) * | 2017-06-22 | 2017-10-03 | 国网浙江省电力公司台州供电公司 | A kind of group's anchor cable mat foundation of power transmission tower |
| CN110761313A (en) * | 2019-10-22 | 2020-02-07 | 广东华蕴新能源有限公司 | Anti-scouring umbrella-shaped device for offshore wind power pile foundation and installation method |
| CN211646437U (en) * | 2019-08-20 | 2020-10-09 | 北京法利膜结构技术有限公司 | Air film building steel embedded part soil-embedded counterweight system |
| CN215483070U (en) * | 2021-06-29 | 2022-01-11 | 云南隆源线路器材有限公司 | Transmission line iron tower with skeleton type foundation embedded part |
| CN218233816U (en) * | 2022-06-27 | 2023-01-06 | 山西通信通达微波技术有限公司 | Iron tower embedded part convenient to installation |
| CN116517016A (en) * | 2023-05-30 | 2023-08-01 | 河北雄业华阳交通科技有限公司 | Traffic facility foundation fixing device with embedded bolts |
-
2023
- 2023-08-07 CN CN202310986280.7A patent/CN116950116B/en active Active
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6766623B1 (en) * | 2003-03-18 | 2004-07-27 | Peter A. Kalnay | Foldable, expandable framework for a variety of structural purposes |
| CN104541007A (en) * | 2012-07-19 | 2015-04-22 | 彼得·凯尔纳 | Device for anchoring constructions in the ground |
| KR101443034B1 (en) * | 2014-03-12 | 2014-09-22 | 홍석희 | The bulb rimmer units for extension the bearing area of the pile or anchor structures |
| CN107227745A (en) * | 2017-06-22 | 2017-10-03 | 国网浙江省电力公司台州供电公司 | A kind of group's anchor cable mat foundation of power transmission tower |
| CN211646437U (en) * | 2019-08-20 | 2020-10-09 | 北京法利膜结构技术有限公司 | Air film building steel embedded part soil-embedded counterweight system |
| CN110761313A (en) * | 2019-10-22 | 2020-02-07 | 广东华蕴新能源有限公司 | Anti-scouring umbrella-shaped device for offshore wind power pile foundation and installation method |
| CN215483070U (en) * | 2021-06-29 | 2022-01-11 | 云南隆源线路器材有限公司 | Transmission line iron tower with skeleton type foundation embedded part |
| CN218233816U (en) * | 2022-06-27 | 2023-01-06 | 山西通信通达微波技术有限公司 | Iron tower embedded part convenient to installation |
| CN116517016A (en) * | 2023-05-30 | 2023-08-01 | 河北雄业华阳交通科技有限公司 | Traffic facility foundation fixing device with embedded bolts |
Also Published As
| Publication number | Publication date |
|---|---|
| CN116950116A (en) | 2023-10-27 |
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Effective date of registration: 20240412 Address after: 541000 Huilong Village, Miaoling Lehe Village Committee, Lingui Town, Lingui District, Guilin, Guangxi Applicant after: Guangxi Deming Communication Co.,Ltd. Country or region after: China Address before: 225654 Guoji Industrial Park, Gaoyou City, Yangzhou City, Jiangsu Province Applicant before: JIANGSU HAO TIAN LONG GROUP Co.,Ltd. Country or region before: China |
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