CN103835307A - Fast assembly foundation and method based on two balance weight modules - Google Patents
Fast assembly foundation and method based on two balance weight modules Download PDFInfo
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- CN103835307A CN103835307A CN201410095460.7A CN201410095460A CN103835307A CN 103835307 A CN103835307 A CN 103835307A CN 201410095460 A CN201410095460 A CN 201410095460A CN 103835307 A CN103835307 A CN 103835307A
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- 238000000034 method Methods 0.000 title claims abstract description 25
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 5
- 230000003014 reinforcing effect Effects 0.000 claims description 9
- 238000010276 construction Methods 0.000 claims description 7
- 230000008878 coupling Effects 0.000 claims description 7
- 238000010168 coupling process Methods 0.000 claims description 7
- 238000005859 coupling reaction Methods 0.000 claims description 7
- 238000005728 strengthening Methods 0.000 claims description 7
- 239000004568 cement Substances 0.000 claims description 5
- 230000013011 mating Effects 0.000 claims description 3
- 238000009434 installation Methods 0.000 abstract description 7
- 230000008901 benefit Effects 0.000 abstract description 3
- 238000004891 communication Methods 0.000 description 14
- 238000010586 diagram Methods 0.000 description 9
- 239000004567 concrete Substances 0.000 description 5
- 229910000831 Steel Inorganic materials 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 230000007812 deficiency Effects 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 238000004806 packaging method and process Methods 0.000 description 2
- 239000000654 additive Substances 0.000 description 1
- 230000000996 additive effect Effects 0.000 description 1
- 238000004458 analytical method Methods 0.000 description 1
- 230000004888 barrier function Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000010030 laminating Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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Abstract
The invention provides a fast assembly foundation and method based on two balance weight modules. The assembly foundation comprises the first balance weight module and the second balance weight module, wherein the first balance weight module and the second balance weight module are made by precasting reinforced concrete and directly connected through connecting structures of the first balance weight module and second balance weight module and at least one connecting point. The fast assembly foundation based on the two balance weight modules has the advantages of being good in reliability, low in cost, safe, high in installation efficiency and the like.
Description
Technical field
The present invention relates to the communications field, particularly for fast-type built-up foundation and the method based on two counterweight modules of communication base station.
Background technology
At present, in the process of construction of existing integrated communication base station, prefabricated reinforced concrete counterweight grade beam or the balancing weight of bottom, base station all have a style of one's own, relatively independent separately, so need to there be the steel structure frame of enough rigidity and intensity that each counterweight grade beam or balancing weight are coupled together, this technical scheme has many deficiencies, as:
1, connection securing member is many, and complex structure is manufactured, trouble is installed, and engineering staff easily misses the installation of part position, thereby causes connection unreliable, easily forms potential safety hazard;
2, many independent grade beams are limited with respect to the contact area of bed course, larger and inhomogeneous to the pressure on ground, to the bad adaptability in place;
3, connect the steel structure frame weight of each counterweight grade beam large, material cost and processing cost are higher, run counter to waste resource with the social orientation of national energy-saving environmental protection.
Therefore, how providing a reliable, low cost, quick, the safe communication base station basis of assembling is communications field technical barrier in the urgent need to address.
Summary of the invention
In order to solve the deficiency in above-mentioned prior art scheme, the invention provides a kind of good reliability, low, the safe fast-type built-up foundation based on two counterweight modules of cost.
The object of the invention is to be achieved through the following technical solutions:
A fast-type built-up foundation based on two counterweight modules, described built-up foundation comprises:
The first counterweight module;
The second counterweight module, described the first counterweight module and the second counterweight module adopt reinforced concrete prefabricated forming; Described the first counterweight module is directly connected with the syndeton that the second counterweight module has by self, and tie point is at least 1.
According to above-mentioned built-up foundation, preferably, described syndeton further comprises:
Tenon, described tenon takes shape in described the first counterweight module; And the head sizes of tenon is greater than its neck size;
Tongue-and-groove, described tongue-and-groove takes shape in described the second counterweight module, and the head sizes of tongue-and-groove is greater than its neck size, and matches with described tenon.
According to above-mentioned built-up foundation, preferably, described the first counterweight module whole becomes tenon, and the inside of described the second counterweight module has the tongue-and-groove mating with this tenon, and when tie point is multiple, in same counterweight module, likely tenon and tongue-and-groove occur simultaneously.
According to above-mentioned built-up foundation, preferably, described tenon, tongue-and-groove have certain cooperation tapering, and the shape of described tongue-and-groove is mated with shape and the tapering of tenon respectively with tapering.
According to above-mentioned built-up foundation, preferably, described syndeton further comprises:
The first flange, described the first flange is arranged on protruding one end that described the first counterweight module has;
The second flange, described the second flange is arranged on protruding one end that described the second counterweight module has, and matches with described the first flange.
According to above-mentioned built-up foundation, preferably, described the first counterweight module and the/the second counterweight module are slabbed construction.
The present invention also aims to provide a kind of convenient and swift, good reliability, safety, the assemble method of built-up foundation cheaply, this goal of the invention is achieved by the following technical programs:
The assemble method of above-mentioned arbitrary built-up foundation, described assemble method comprises the following steps:
(A1) utilize reinforcing bar, cement to make the first counterweight module and the second counterweight module, described the first counterweight module and the second counterweight module self have the syndeton of mutual coupling;
(A2) the first counterweight module and the second counterweight module are transported to engineering site;
(A3) described the first counterweight module is layered on the ground through arranging, the syndeton that the second counterweight module has by self coordinates with the syndeton that described the first counterweight module has self, thereby the first counterweight module is directly connected with the second counterweight module.
According to above-mentioned assemble method, preferably, the mode of described arrangement is:
Strengthening, ground grading, and drainage groove is set.
Compared with prior art, the beneficial effect that the present invention has is:
1, only use two counterweight modules, greatly simplified complexity, manufacture and install convenient, quick, agreed with the demand that current communication base station is built a station fast, improved significantly installation effectiveness;
Two counterweight modules directly connect by the syndeton of self, without other syndeton, use parts are few, improved significantly installation effectiveness, reliability, safety, effectively ensured the safety (overturning or slip resistance analysis) of communication quality and the communication tower mast of base station;
Employing has the tenon of certain taper and mutual coupling, the syndeton of tongue-and-groove, has improved further the reliability that two counterweight intermodules (detachably) are fixedly connected with;
2, two counterweight modules (as slabbed construction) and ground laminating, has increased and the contact area on ground, has improved the compliance of communication base station installation site;
3, counterweight module adopts prefabricated reinforced concrete structure, has reduced a large amount of uses of steel, has reduced significantly cost, and easily manufactured, quick, meets the energy-conserving and environment-protective that modern society advocates.
Brief description of the drawings
With reference to accompanying drawing, disclosure of the present invention will be easier to understand.Those skilled in the art hold intelligible: these accompanying drawings are only for illustrating technical scheme of the present invention, and are not intended to protection scope of the present invention to be construed as limiting.In figure:
Fig. 1 is according to the structure diagram of the built-up foundation of the embodiment of the present invention 1,2;
Fig. 2 is according to the flow chart of the assembling of the embodiment of the present invention 1;
Fig. 3 is the top view of Fig. 1;
Fig. 4 is the A-A figure according to Fig. 1;
Fig. 5 is according to the structure diagram of the built-up foundation of the embodiment of the present invention 3;
Fig. 6 is according to the structure diagram of the built-up foundation of the embodiment of the present invention 4;
Fig. 7 is according to the structure diagram of the built-up foundation of the embodiment of the present invention 5.
Detailed description of the invention
Fig. 1-6 and following declarative description optional embodiment of the present invention to instruct those skilled in the art how to implement and to reproduce the present invention.In order to instruct technical solution of the present invention, simplify or omitted some conventional aspects.Those skilled in the art should understand that be derived from these embodiments modification or replace will be within the scope of the invention.Those skilled in the art should understand that following characteristics can combine to form multiple modification of the present invention in every way.Thus, the present invention is not limited to following optional embodiment, and is only limited by claim and their equivalent.
Embodiment 1:
Fig. 1 has schematically provided the structure diagram of the fast-type built-up foundation based on two counterweight modules of the embodiment of the present invention, and as shown in Figure 1, described built-up foundation comprises:
The first counterweight module 11;
The second counterweight module 21, described the first counterweight module 11 and the second counterweight module 21 adopt steel concrete to make; Described the first counterweight module is directly connected with the syndeton that the second counterweight module has by self, and tie point is one or more.Described syndeton can adopt the connected mode of tenon, tongue-and-groove coupling, or flange connection.
In order further to strengthen the steadiness of counterweight module, alternatively, described built-up foundation further comprises:
Through hole 12,22, described through hole is arranged in described the first counterweight module and/or the second counterweight module;
Fixture, the sectional area of the end cap of described fixture one end is greater than the sectional area of described through hole, and fixture is deep into underground through described through hole, thus fixed weight module well, ensure to be fixed on the safety of the communication tower mast in counterweight module, prevented toppling of tower mast.
Fig. 2 has schematically provided the flow chart of the assemble method of the above-mentioned fast-type built-up foundation based on two counterweight modules, and as shown in Figure 2, described assemble method comprises the following steps:
(A1) utilize reinforcing bar, cement to make the first counterweight module and the second counterweight module, described the first counterweight module and the second counterweight module self have the syndeton of mutual coupling; As the syndeton that adopts tenon, tongue-and-groove to mate, or flange connection;
(A2) the first counterweight module and the second counterweight module are transported to engineering site;
(A3) use loop wheel machine or additive method, described the first counterweight module is layered on through arranging (as strengthening, ground grading, and drainage groove is set) ground on, the syndeton that the second counterweight module has by self coordinates with the syndeton that described the first counterweight module has self, thereby the first counterweight module is directly connected with the second counterweight module.
Embodiment 2:
The application examples in communication base station according to the built-up foundation of the embodiment of the present invention 1 and method.
Fig. 1, 3-4 has schematically provided the structure diagram of the fast-type built-up foundation based on two counterweight modules of the embodiment of the present invention, as Fig. 1, shown in 3-4, the first counterweight module 11 and 21 of the second counterweight moulds all adopt reinforcing bar, concrete prefabricated forming, for slabbed construction, one side of the first counterweight module 11 has a T shape (being that head sizes is greater than neck size) tenon 13, correspondingly, one side of the second counterweight module 21 has a T shape (being that head sizes is greater than neck size) tongue-and-groove, and tenon has the tapered configuration of shrinking from top to bottom, described tenon, tongue-and-groove (also only a tie point) matches, make the first counterweight module 11 and the second counterweight module 21 perfect cooperations, thereby realize firm direct connection.
The assemble method of above-mentioned built-up foundation, comprises the following steps:
(A1) the first counterweight module, the second counterweight module and spike fixture are transported to engineering site;
(A2) use loop wheel machine, described the first counterweight module is layered on through arranging (strengthening, ground grading, and drainage groove is set) ground on, the tongue-and-groove that the second counterweight module has by self coordinates with the tenon that described the first counterweight module has self, thereby the first counterweight module and the second counterweight module are firmly fixed together, realize the direct connection between counterweight module;
The benefit that the built-up foundation of application examples and method reach according to the present invention is: only configure two counterweight modules, and only there is a tie point, the syndeton that relies on counterweight module self to have can complete the firm installation between two counterweight modules, simple in structure, reliable, safety, and packaging efficiency is high, cost is low.
Embodiment 3:
The application examples in communication base station according to the built-up foundation of the embodiment of the present invention 1 and method.
Fig. 5 has schematically provided the structure diagram of the fast-type built-up foundation based on two counterweight modules of the embodiment of the present invention, as shown in Figure 5, the first counterweight module 11 and the second counterweight module 21 all adopt reinforcing bar, concrete prefabricated forming, the second counterweight module is disc structure, the entirety of the first counterweight mould 11 is as a tenon, correspondingly, the second counterweight module hollow, the position of hollow is as a tongue-and-groove 23, and tenon has the tapered configuration of shrinking from top to bottom, described tenon, tongue-and-groove matches, make the first counterweight module 11 and the second counterweight module 21 perfect cooperations, thereby realize firm direct connection.
The assemble method of above-mentioned built-up foundation, comprises the following steps:
(A1) utilize reinforcing bar, cement to make the first counterweight module, the second counterweight module and spike fixture, described the first counterweight module and the second counterweight module self have the syndeton of mutual coupling, the syndeton that specifically adopts tenon, tongue-and-groove to match;
(A2) the first counterweight module, the second counterweight module are transported to engineering site;
(A3) use loop wheel machine, described the second counterweight module is layered on through arranging (strengthening, ground grading, and drainage groove is set) ground on, the first counterweight module coordinates with the tongue-and-groove that described the second counterweight module has self by the tenon of self, thereby the first counterweight module and the second counterweight module are firmly fixed together, realize the direct connection between counterweight module;
Embodiment 4:
The application examples in communication base station according to the built-up foundation of the embodiment of the present invention 1 and method.
Fig. 6 has schematically provided the structure diagram of the fast-type built-up foundation based on two counterweight modules of the embodiment of the present invention, as shown in Figure 6, the first counterweight module 11 and the second counterweight module 21 all adopt reinforcing bar, concrete prefabricated forming, for slabbed construction, one side of the first counterweight module 11 has two boss, on each boss, there is mounting flange 14 (i.e. two mounting points), correspondingly, one side of the second counterweight module 21 also has two boss, on each boss, there is mounting flange 24, flange 24 positions in flange 14 in the first counterweight module 11 and the second counterweight module 21 match, pass through bolt, nut (or welding, the connected modes such as riveted joint) flange relative position is fixed together, thereby realize the first counterweight module and the firm direct connection of the second counterweight intermodule.
The assemble method of above-mentioned built-up foundation, comprises the following steps:
(A1) utilize reinforcing bar, cement to make the first counterweight module, the second counterweight module and spike fixture, described the first counterweight module and the second counterweight module self have the syndeton of mutual coupling: a side of each counterweight module has the relative flange in position;
(A2) the first counterweight module, the second counterweight module are transported to engineering site;
(A3) use loop wheel machine, described the second counterweight module is layered on through arranging (strengthening, ground grading, and drainage groove is set) ground on, use bolt, nut to connect the relative flange in position between the first counterweight module and the second counterweight module, thereby the first counterweight module and the second counterweight module are firmly fixed together, realize the direct connection between counterweight module;
Embodiment 5:
The application examples in communication base station according to the built-up foundation of the embodiment of the present invention 1 and method.
Fig. 7 has schematically provided the structure diagram of the fast-type built-up foundation based on two counterweight modules of the embodiment of the present invention, as shown in Figure 7, the first counterweight module 11 and 21 of the second counterweight moulds all adopt reinforcing bar, concrete prefabricated forming, for slabbed construction, one side of the first counterweight module 11 has a T shape (being that head sizes is greater than neck size) tenon 13 and a T shape tongue-and-groove, correspondingly, one side of the second counterweight module 21 has a T shape (being that head sizes is greater than neck size) tongue-and-groove and a T shape tenon 25, and tenon all has the tapered configuration of shrinking from top to bottom, described tenon, tongue-and-groove (also only two tie points) matches, make the first counterweight module 11 and the second counterweight module 21 perfect cooperations, thereby realize firm direct connection.
The assemble method of above-mentioned built-up foundation, comprises the following steps:
(A1) the first counterweight module, the second counterweight module and spike fixture are transported to engineering site;
(A2) use loop wheel machine, described the first counterweight module is layered on through arranging (strengthening, ground grading, and drainage groove is set) ground on, a tenon, a tongue-and-groove that a tongue-and-groove that the second counterweight module has by self, tenon self have with described the first counterweight module coordinate, thereby the first counterweight module and the second counterweight module are firmly fixed together, realize the direct connection between counterweight module;
The benefit that the built-up foundation of application examples and method reach according to the present invention is: only configure two counterweight modules, and only there are two tie points, the syndeton that relies on counterweight module self to have can complete the firm installation between two counterweight modules, simple in structure, reliable, safety, and packaging efficiency is high, cost is low.
Above-described embodiment is only exemplarily to have provided the situation that tie point is and two, can also be at that time three or more than, more firmly install thereby realize between the first counterweight module and the second counterweight module, as the first counterweight module has 2 tenons, 1 tongue-and-groove; The second counterweight module has 2 tongue-and-grooves that match, 1 tenon.
Claims (10)
1. the fast-type built-up foundation based on two counterweight modules, described built-up foundation comprises:
The first counterweight module;
The second counterweight module, described the first counterweight module, the second counterweight module adopt reinforced concrete prefabricated forming; Described the first counterweight module is directly connected with the syndeton that the second counterweight module has by self, and tie point is at least 1.
2. built-up foundation according to claim 1, is characterized in that: described syndeton further comprises:
Tenon, described tenon takes shape in described the first counterweight module;
Tongue-and-groove, described tongue-and-groove takes shape in described the second counterweight module, matches with described tenon.
3. built-up foundation according to claim 2, is characterized in that: in described the second counterweight module, separately have tenon, in described the first counterweight module, have the tongue-and-groove mating with this tenon.
4. built-up foundation according to claim 2, is characterized in that: the head sizes of described tenon is greater than neck size, and the head sizes of described tongue-and-groove is greater than neck size.
5. built-up foundation according to claim 2, is characterized in that: described the first counterweight module whole becomes tenon, and the inside of described the second counterweight module has the tongue-and-groove mating with this tenon.
6. built-up foundation according to claim 2, is characterized in that: described tenon, tongue-and-groove have tapering from top to bottom.
7. built-up foundation according to claim 1, is characterized in that: described syndeton further comprises:
The first flange, described the first flange is arranged on protruding one end that described the first counterweight module has;
The second flange, described the second flange is arranged on protruding one end that described the second counterweight module has, and matches with described the first flange.
8. built-up foundation according to claim 1, is characterized in that: described the first counterweight module and the/the second counterweight module are slabbed construction.
9. according to the assemble method of the arbitrary described built-up foundation of claim 1-8, described assemble method comprises the following steps:
(A1) utilize reinforcing bar, cement to make the first counterweight module and the second counterweight module, described the first counterweight module and the second counterweight module self have the syndeton of mutual coupling;
(A2) the first counterweight module and the second counterweight module are transported to engineering site;
(A3) described the first counterweight module is layered on the ground through arranging, the syndeton that the second counterweight module has by self coordinates with the syndeton that described the first counterweight module has self, thereby the first counterweight module is directly connected with the second counterweight module.
10. assemble method according to claim 9, is characterized in that: the mode of described arrangement is:
Strengthening, ground grading, and drainage groove is set.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410095460.7A CN103835307A (en) | 2014-03-12 | 2014-03-12 | Fast assembly foundation and method based on two balance weight modules |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410095460.7A CN103835307A (en) | 2014-03-12 | 2014-03-12 | Fast assembly foundation and method based on two balance weight modules |
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| CN103835307A true CN103835307A (en) | 2014-06-04 |
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| CN201410095460.7A Pending CN103835307A (en) | 2014-03-12 | 2014-03-12 | Fast assembly foundation and method based on two balance weight modules |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112855624A (en) * | 2021-01-21 | 2021-05-28 | 中山市琛禾金属制品有限公司 | Integrated balance sheet for dynamic balance of fan blade and preparation method |
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| JP2006322215A (en) * | 2005-05-19 | 2006-11-30 | Toyo Base Kk | Equipment foundation |
| CN202039378U (en) * | 2011-03-11 | 2011-11-16 | 京信通信系统（广州）有限公司 | Split mounting type reinforced concrete counterweight foundation |
| CN102605974A (en) * | 2012-03-26 | 2012-07-25 | 电联工程技术股份有限公司 | Counterweight ground beam for quick assembly type communication base station and method for assembling counterweight ground beam |
| CN203834502U (en) * | 2014-03-12 | 2014-09-17 | 熊志才 | Rapid type assembling foundation based on two balance weight modules |
-
2014
- 2014-03-12 CN CN201410095460.7A patent/CN103835307A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006322215A (en) * | 2005-05-19 | 2006-11-30 | Toyo Base Kk | Equipment foundation |
| CN202039378U (en) * | 2011-03-11 | 2011-11-16 | 京信通信系统（广州）有限公司 | Split mounting type reinforced concrete counterweight foundation |
| CN102605974A (en) * | 2012-03-26 | 2012-07-25 | 电联工程技术股份有限公司 | Counterweight ground beam for quick assembly type communication base station and method for assembling counterweight ground beam |
| CN203834502U (en) * | 2014-03-12 | 2014-09-17 | 熊志才 | Rapid type assembling foundation based on two balance weight modules |
Non-Patent Citations (1)
| Title |
|---|
| 徐今: "电信塔架的压重式预制装配混凝土基础设计", 《地基基础》, vol. 35, no. 9, 31 December 2013 (2013-12-31), pages 803 - 805 * |
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| CN112855624A (en) * | 2021-01-21 | 2021-05-28 | 中山市琛禾金属制品有限公司 | Integrated balance sheet for dynamic balance of fan blade and preparation method |
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Effective date of registration: 20140522 Address after: 402, room 2, unit 83, Huayuan community garden village, Liangzhu Town, Yuhang District, Hangzhou, Zhejiang, China 311112 Applicant after: Xiong Zhicai Address before: 310053, Xiaoshan District, Hangzhou City, Zhejiang province Wen Zhen Jiangnan Mocha District 9-2-201 Applicant before: Xue Wei |
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