CN203960893U - A kind of assembling-type precast basis - Google Patents

A kind of assembling-type precast basis Download PDF

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Publication number
CN203960893U
CN203960893U CN201420360294.4U CN201420360294U CN203960893U CN 203960893 U CN203960893 U CN 203960893U CN 201420360294 U CN201420360294 U CN 201420360294U CN 203960893 U CN203960893 U CN 203960893U
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CN
China
Prior art keywords
foundation
assembling
basis
hole
embedded
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Expired - Fee Related
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CN201420360294.4U
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Chinese (zh)
Inventor
瞿长江
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GUANGZHOU MAXFAITH COMMUNICATION EQUIPMENT Co Ltd
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GUANGZHOU MAXFAITH COMMUNICATION EQUIPMENT Co Ltd
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Priority to CN201420360294.4U priority Critical patent/CN203960893U/en
Application granted granted Critical
Publication of CN203960893U publication Critical patent/CN203960893U/en
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Abstract

The utility model relates to a kind of assembling-type precast basis, comprises first foundation plate and suspension ring, and this first foundation intralamellar part is embedded with reinforcement cage skeleton; On this first foundation plate, offer the first some embedded hole of quantity, this first embedded hole runs through the upper surface of first foundation plate; In each the first embedded hole, be fixed with respectively suspension ring; Pre-embedded anchoring bolts on this first foundation plate.When rapid-assembling, resettlement can be realized in assembling-type precast of the present utility model basis, for convenience detach, each foundation slab can be reused, meet mobile communication base station and build a station fast, moves fast, reduces probability and the minimizing base station construction cost texts scrapped on basis, so the practicality on this assembling-type precast basis is higher.

Description

A kind of assembling-type precast basis
Technical field
The utility model belongs to communication equipment technical field, relates to a kind of foundation structure of communication tower, particularly a kind of assembling-type precast basis.
Background technology
Along with the raising of people's living standard and the enhancing of environmental consciousness, more and more responsive to electromagnetic radiation, base station construction is more and more conflicted, directly cause build base station be forced to cancel or built base station be forced to resettlement, thereby cause cast in situs reinforced concrete foundation to be scrapped, cause larger economic loss.But adopt the cast-in-site reinforced concrete foundation of prior art construction, conventionally there is the problems such as construct and curing period is long, cost is higher, quality is difficult to ensure card, volume is large, and the demand that is difficult to meet on-the-spot rapid-assembling, builds a station fast, moves fast.So the practicality of existing base station is poor.
Utility model content
For the deficiencies in the prior art, the purpose of this utility model is to provide a kind of rational in infrastructure, assembling-type precast basis that practicality is good.Little, lightweight, the prefabricated form of this assembling-type precast basis volume, and meet on-the-spot rapid-assembling, reusable novel foundation structure, substituted volume is large, weight is large, cast-in-site, construction period long and cannot reusable concrete foundation, meets that build a station fast in mobile communication base station, the demand of resettlement fast.
For achieving the above object, the utility model adopts following technical scheme:
A kind of assembling-type precast basis, comprises first foundation plate and suspension ring, and this first foundation intralamellar part is embedded with reinforcement cage skeleton; On this first foundation plate, offer the first some embedded hole of quantity, this first embedded hole runs through the upper surface of first foundation plate; Suspension ring described in being fixed with one respectively in each the first embedded hole; Pre-embedded anchoring bolts on this first foundation plate.
Preferably, this assembling-type precast basis also comprises the second foundation slab that quantity is some, and described the second foundation slab and first foundation plate are for mutually fixing side by side; Between two adjacent the second foundation slabs or between the second foundation slab and first foundation plate, be connected by fastening bolt respectively.
Preferably, in each the second foundation slab, be embedded with respectively described reinforcement cage skeleton; On each the second foundation slab, offer the second some embedded hole of quantity, this second embedded hole runs through the upper surface of the second foundation slab; Suspension ring described in being fixed with one respectively in each the second embedded hole.
Preferably, the quantity of described the second foundation slab is two, and these two the second foundation slabs are separately fixed at the both sides of first foundation plate.
Preferably, the two ends of described first foundation plate and each the second foundation slab offer respectively a concave hole and two groups of coupling hole groups; Each concave hole connects mutually with corresponding two groups of coupling hole groups respectively; The both sides of each concave hole are respectively arranged with one group of coupling hole group, and each coupling hole group at least comprises a coupling hole.
Preferably, the centre of described first foundation plate and each the second foundation slab offers respectively a through hole; The both sides of each through hole offer respectively one group described in coupling hole group; Each fastening bolt is successively through a coupling hole on first foundation plate and the second foundation slab.
Preferably, in each coupling hole, be embedded with regularly respectively a bushing pipe.
Preferably, the side of described first foundation plate and the second foundation slab is respectively arranged with Baltimore groove or fin, and each fin interts respectively in a Baltimore groove.
Preferably, the both sides of described first foundation plate be convexly equipped with one respectively described in fin; Baltimore groove described in offering one respectively on one side of fitting with first foundation plate on each the second foundation slab.
The beneficial effects of the utility model:
Assembling-type precast of the present utility model basis is by being embedded with some suspension ring at first foundation plate, and realization is built a station this assembling-type precast basis fast, carried and the operation such as dismounting.And realize and will fast the objects such as communication single pipe tower tower body and this assembling-type precast foundation slab Fast Installation be fixed by stone bolt.When resettlement, communication single pipe tower tower body is for convenience detach, and first foundation plate can reuse, and meets mobile communication base station and builds a station fast, moves fast demand; Reduce the probability that scrap on basis, reduce base station construction cost.So the practicality on assembling-type precast of the present utility model basis is better.
In addition, improve the stability on assembling-type precast basis by the second some foundation slab of accelerating, between two adjacent the second foundation slabs or between the second foundation slab and first foundation plate, be connected by fastening bolt respectively.In the time of resettlement, the second foundation slab, first foundation plate can be taken apart respectively, be made this assembling-type precast basis carrying more convenient.
And assembling-type precast of the present utility model basis is made up of first foundation plate or first foundation plate and the splicing of the second foundation slab, avoids cast-in-site reinforced concrete foundation.So its construction and curing period are short, cost is lower, and quality is easily controlled.First foundation plate and the second foundation slab can complete at produce in factory in advance, thereby can ensure that basis makes and maintenance quality is better.While building a station, directly shelve prefabricated counterweight foundation on the ground of processing after levelling, carry out the load that topples of balance tower body without fluid concrete basis again.
Brief description of the drawings
Fig. 1 is the overall structure schematic diagram on a kind of assembling-type precast basis in embodiment of the present utility model;
Fig. 2 is a kind of assembling-type precast basis and communication single pipe tower tower body connection diagram in embodiment of the present utility model.
In figure: 1, first foundation plate; 10, the first embedded hole; 11, stone bolt; 2, suspension ring; 3, the second foundation slab; 30, the second embedded hole; 4, fastening bolt; 5, coupling hole; 7, Baltimore groove; 8, fin; 100, communication single pipe tower tower body; 101, concave hole; 102, coupling hole group; 103, through hole.
Detailed description of the invention
Below, by reference to the accompanying drawings and detailed description of the invention, the utility model is described further:
With reference to Fig. 1, a kind of assembling-type precast basis described in the present embodiment, comprises first foundation plate 1 and suspension ring 2, and this first foundation plate 1 inside is embedded with reinforcement cage skeleton (not shown).On this first foundation plate 1, offer the first some embedded hole 10 of quantity, this first embedded hole 10 runs through the upper surface of first foundation plate 1.The interior suspension ring 2 that are fixed with respectively of each the first embedded hole 10.1 pre-embedded anchoring bolts 11 on this first foundation plate.As shown in Figure 2, this stone bolt 11 is for being connected with communication single pipe tower tower body 100.Can be embedded in the interior realization of described first foundation plate 1 by these suspension ring 2 builds a station this assembling-type precast basis fast, carries and the operation such as dismounting.
As good embodiment, in order to improve the stability on this assembling-type precast basis, what make that communication single pipe tower tower body 100 can install is more stable.Assembling-type precast of the present utility model basis can also comprise the second foundation slab 3 that quantity is some.The quantity of this second foundation slab 3 can be one, two or more.Described the second foundation slab 3 and first foundation plate 1 are for mutually fixing side by side.Between two adjacent the second foundation slabs 3 or be connected by fastening bolt 4 respectively between the second foundation slab 3 and first foundation plate 1, realize between two the second foundation slabs 3 or between the second foundation slab 3 and first foundation plate 1 and removably connecting.To facilitate the connected mode of setting as required the second foundation slab 3, first foundation plate 1, improve the practicality on this assembling-type precast basis.And in the time of resettlement, the second foundation slab 3, first foundation plate 1 can be taken apart respectively, be made this assembling-type precast basis carrying more convenient.
Each the second foundation slab 3 is interior is embedded with respectively described reinforcement cage skeleton.On each the second foundation slab 3, offer the second some embedded hole 30 of quantity, this second embedded hole 30 runs through the upper surface of the second foundation slab 3.Each the second embedded hole 30 is interior be fixed with one respectively described in suspension ring 2.Described suspension ring 2 handled easily personnel or crane are sling first foundation plate 1 or the second foundation slab 3, to first foundation plate 1 or the second foundation slab 3 is carried, installed or the operation such as removal.
Preferably, the quantity of this first embedded hole and the second embedded hole can be set as required, and for example the first embedded hole 10 on each first foundation plate 1 can be four; The second embedded hole 30 on each the second foundation slab 3 can be four.
Preferably, the quantity of described the second foundation slab 3 is two, and these two the second foundation slabs 3 are separately fixed at the both sides of first foundation plate 1.The two ends of described first foundation plate 1 and each the second foundation slab 3 offer respectively a concave hole 101 and two groups of coupling hole groups 102.Each concave hole 101 connects mutually with corresponding two groups of coupling hole groups 102 respectively.The both sides of each concave hole 101 are respectively arranged with one group of coupling hole group 102.
Preferably, for better, by fixing to first foundation plate 1 and the second foundation slab 3, the centre of described first foundation plate 1 and each the second foundation slab 3 offers respectively a through hole 103.The both sides of each through hole 103 offer respectively one group described in coupling hole group 102.At least one coupling hole 5 in each group coupling hole group 102; Be preferably four.Each fastening bolt 4 can be successively through a coupling hole 5 on first foundation plate 1 and the second foundation slab 3.Thereby realize the both sides that these two the second foundation slabs 3 are fixed on to first foundation plate 1.Described concave hole 101 is respectively fastening bolt behaviour 4 with through hole 103 and does space, facilitates fastening bolt 4 to be locked to first foundation plate 1 and the second foundation slab 3.The effect that the cooperation of described suspension ring 2 and fastening bolt 4 can realize fast first foundation plate 1 and the second foundation slab 3 rapid-assemblings, build a station fast, moves fast.
Preferably, in order better fastening bolt 4 to be fixed in described coupling hole 5, the interior bushing pipe (figure is mark not) that is embedded with regularly respectively of each coupling hole 5.
Preferably, in order to improve first foundation plate 1 and the second foundation slab 3 steadiness after affixed, the side of described first foundation plate 1 and the second foundation slab 3 is respectively arranged with Baltimore groove 7 or fin 8, and each fin 8 interts respectively in a Baltimore groove 7.For example, can the both sides of described first foundation plate 1 be convexly equipped with one respectively described in fin 8.Baltimore groove 7 described in offering one respectively on the side that each the second foundation slab 3 and first foundation plate 1 are fitted.Be appreciated that fin 8 and the position of Baltimore groove 7 can exchange mutually.
Assembling-type precast of the present utility model basis can be shelved on earth's surface, also can be buried in undergroundly, has higher applicability.Described first foundation plate 1 and the second foundation slab 3 form for adopting in advance steel work mould to build, so can effectively reduce construction and curing period and cost.And, the advantage such as it also has compact dimensions standard, quality of fit is high, mould is reusable and quality controllable.
To one skilled in the art, can be according to technical scheme described above and design, make other various corresponding changes and deformation, and within these all changes and deformation all should belong to the protection domain of the utility model claim.

Claims (9)

1. an assembling-type precast basis, is characterized in that: comprise first foundation plate and suspension ring, this first foundation intralamellar part is embedded with reinforcement cage skeleton; On this first foundation plate, offer the first some embedded hole of quantity, this first embedded hole runs through the upper surface of first foundation plate; Suspension ring described in being fixed with one respectively in each the first embedded hole; Pre-embedded anchoring bolts on this first foundation plate.
2. assembling-type precast according to claim 1 basis, is characterized in that: this assembling-type precast basis also comprises the second foundation slab that quantity is some, and described the second foundation slab and first foundation plate are for mutually fixing side by side; Between two adjacent the second foundation slabs or between the second foundation slab and first foundation plate, be connected by fastening bolt respectively.
3. assembling-type precast according to claim 2 basis, is characterized in that: in each the second foundation slab, be embedded with respectively described reinforcement cage skeleton; On each the second foundation slab, offer the second some embedded hole of quantity, this second embedded hole runs through the upper surface of the second foundation slab; Suspension ring described in being fixed with one respectively in each the second embedded hole.
4. according to the assembling-type precast basis described in claim 2 or 3, it is characterized in that: the quantity of described the second foundation slab is two, these two the second foundation slabs are separately fixed at the both sides of first foundation plate.
5. assembling-type precast according to claim 4 basis, is characterized in that: the two ends of described first foundation plate and each the second foundation slab offer respectively a concave hole and two groups of coupling hole groups; Each concave hole connects mutually with corresponding two groups of coupling hole groups respectively; The both sides of each concave hole are respectively arranged with one group of coupling hole group, and each coupling hole group at least comprises a coupling hole.
6. assembling-type precast according to claim 5 basis, is characterized in that: the centre of described first foundation plate and each the second foundation slab offers respectively a through hole; The both sides of each through hole offer respectively one group described in coupling hole group; Each fastening bolt is successively through a coupling hole on first foundation plate and the second foundation slab.
7. assembling-type precast according to claim 5 basis, is characterized in that: in each coupling hole, be embedded with regularly respectively a bushing pipe.
8. according to the assembling-type precast basis described in claim 2 or 3, it is characterized in that: the side of described first foundation plate and the second foundation slab is respectively arranged with Baltimore groove or fin, and each fin interts respectively in a Baltimore groove.
9. assembling-type precast according to claim 8 basis, is characterized in that: the both sides of described first foundation plate be convexly equipped with one respectively described in fin; Baltimore groove described in offering one respectively on one side of fitting with first foundation plate on each the second foundation slab.
CN201420360294.4U 2014-06-30 2014-06-30 A kind of assembling-type precast basis Expired - Fee Related CN203960893U (en)

Priority Applications (1)

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CN201420360294.4U CN203960893U (en) 2014-06-30 2014-06-30 A kind of assembling-type precast basis

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420360294.4U CN203960893U (en) 2014-06-30 2014-06-30 A kind of assembling-type precast basis

Publications (1)

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CN203960893U true CN203960893U (en) 2014-11-26

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106836269A (en) * 2017-04-07 2017-06-13 江苏国华管塔制造有限公司 Assembled fast-assembling basis

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106836269A (en) * 2017-04-07 2017-06-13 江苏国华管塔制造有限公司 Assembled fast-assembling basis

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CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20141126

Termination date: 20180630

CF01 Termination of patent right due to non-payment of annual fee