CN109296252A - Cement pole and cabinet based Joint body and construction method - Google Patents
Cement pole and cabinet based Joint body and construction method Download PDFInfo
- Publication number
- CN109296252A CN109296252A CN201711078663.5A CN201711078663A CN109296252A CN 109296252 A CN109296252 A CN 109296252A CN 201711078663 A CN201711078663 A CN 201711078663A CN 109296252 A CN109296252 A CN 109296252A
- Authority
- CN
- China
- Prior art keywords
- rod
- cement pole
- cabinet based
- joint body
- based joint
- 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.)
- Granted
Links
- 239000004568 cement Substances 0.000 title claims abstract description 35
- 238000010276 construction Methods 0.000 title claims abstract description 24
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 13
- 239000010959 steel Substances 0.000 claims abstract description 13
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims abstract description 10
- 239000002689 soil Substances 0.000 claims abstract description 8
- 238000013461 design Methods 0.000 claims abstract description 6
- 239000011440 grout Substances 0.000 claims description 9
- 239000004575 stone Substances 0.000 claims description 4
- 230000015271 coagulation Effects 0.000 claims description 3
- 238000005345 coagulation Methods 0.000 claims description 3
- 238000005056 compaction Methods 0.000 claims description 3
- 239000008267 milk Substances 0.000 claims description 3
- 210000004080 milk Anatomy 0.000 claims description 3
- 235000013336 milk Nutrition 0.000 claims description 3
- 238000000465 moulding Methods 0.000 claims description 3
- 239000004576 sand Substances 0.000 claims description 3
- 230000003014 reinforcing effect Effects 0.000 claims 1
- 238000004891 communication Methods 0.000 description 4
- 238000005266 casting Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 230000007812 deficiency Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
Classifications
-
- 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
- E04H12/2207—Sockets or holders for poles or posts not used
- E04H12/2215—Sockets or holders for poles or posts not used driven into the ground
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Foundations (AREA)
Abstract
The present invention relates to a kind of cement pole and cabinet based Joint body and construction methods, including the body of rod, post protrudes into ground, post is fixed on the base, base outer perimeter side is provided with original soil rammed layer, body of rod periphery is provided with the cemented platform for installing cabinet at earth's surface, cemented platform is embedded in base upper surface, lightning rod is provided at the top of the body of rod, the body of rod top is provided with antenna holder, pedestal is rubble grouting pedestal, two layers of steel mesh is vertically disposed in cemented platform, cemented platform bottom is provided with C15 concrete cushion, the configuration of the present invention is simple, design is reasonable, compared with the construction scheme that scene needs larger space to carry out bracing wire under traditional construction mode, it can quickly build a station, it is easy to transport construction, reduce land area, reduce Cost for Coordination in engineering construction.
Description
Technical field
The present invention relates to a kind of cement pole and cabinet based Joint body and construction methods.
Background technique
In recent years, along with the fast development of wireless communication service, the quantity of communication base station is also increasing sharply, and looks about complete
The construction of the communication base station of state's range, base station scale is smaller and smaller while base station construction density is increasing.Currently, small-sized base
Mostly Simple tower of standing is built a station, and cement pole is Simple tower common type, and cement pole is often to pass through bracing wire with construction mode
The body of rod is fixed and is reinforced, Simple cement bar bracing wire land occupation range is big, and complicated bracing wire also influences base station
Overall beautiful, expropriation of land is difficult to become an extremely important reason being obstructed of building a station.
Summary of the invention
In view of the deficiencies in the prior art, technical problem to be solved by the invention is to provide a kind of cement poles and cabinet basis
Association and construction method.
In order to solve the above-mentioned technical problem, the technical scheme is that a kind of cement pole and cabinet based Joint body, packet
The body of rod is included, the post protrudes into ground, and the post is fixed on the base, and base outer perimeter side is provided with original soil rammer
Real layer, the body of rod periphery are provided with the cemented platform for installing cabinet at earth's surface, and cemented platform is embedded the table on pedestal
Face.
Further, it is provided with lightning rod at the top of the body of rod, the body of rod top is provided with antenna holder.
Further, the pedestal is rubble grouting pedestal.
Further, two layers of steel mesh is vertically disposed in the cemented platform.
Further, the cemented platform bottom is provided with C15 concrete cushion.
Further, the steel mesh is made of several longitudinal reinforcements and several transverse steels.
Further, be provided in the cemented platform it is pre-buried walk spool.
Further, the body of rod is the cement body of rod.
A kind of construction method of cement pole and cabinet based Joint body, comprising the following steps: (1) dig pit, and crater wall is rammed
It is real；(2) rubble grouting is filled into hole, is cheated the interior rubble grouting filled and is no more than the 1/5 of hole depth；(3) on rubble grout blanket
The cement body of rod is erect, rubble is then poured again and is in the milk to design height；(4) in rubble grout blanket after rubble cement grout forming
Upper setting C15 concrete cushion；(5) after C15 concrete mats formable layer, steel mesh, and casting concrete system are set above it
Make cemented platform；(6) after cemented platform molding, with graded sand and stone filling concrete platform surrounding soil and compaction in layers is to upper surface
It is flushed with ground；(7) rubble grouting and cemented platform coagulation forming after, on the cement body of rod be arranged lightning rod, installation antenna branch
Frame.
Compared with prior art, the invention has the following advantages: structure is simple, design rationally, with tradition builds mould
The construction scheme that scene needs larger space to carry out bracing wire under formula is compared, and can quickly be built a station, is easy to transport construction, reduces expropriation of land face
Product reduces Cost for Coordination in engineering construction.
The present invention will be further described in detail with reference to the accompanying drawings and detailed description.
Detailed description of the invention
Fig. 1 is the structural diagram of the present invention；
Fig. 2 is the structural schematic diagram of cemented platform and pedestal.
In figure:
The 1- body of rod；2- pedestal；3- original soil rammed layer；4- cemented platform；5- lightning rod；6- antenna holder；7-C15 concrete mats
Layer.
Specific embodiment
To make the foregoing features and advantages of the present invention clearer and more comprehensible, special embodiment below, and cooperate attached drawing, make detailed
Carefully it is described as follows.
As shown in Figs. 1-2, a kind of cement pole and cabinet based Joint body, including the body of rod, the post protrude into ground
Interior, the post is fixed on the base, and base outer perimeter side is provided with original soil rammed layer, and the body of rod periphery is set at earth's surface
It is equipped with the cemented platform for installing cabinet, cemented platform is embedded in base upper surface.
In the present embodiment, it is provided with lightning rod at the top of the body of rod, the body of rod top is provided with antenna holder.
In the present embodiment, the pedestal is rubble grouting pedestal.
In the present embodiment, two layers of steel mesh is vertically disposed in the cemented platform.
In the present embodiment, the cemented platform bottom is provided with C15 concrete cushion.
In the present embodiment, the steel mesh is made of several longitudinal reinforcements and several transverse steels.
In the present embodiment, be provided in the cemented platform it is pre-buried walk spool.
In the present embodiment, the body of rod is the cement body of rod.
A kind of construction method of cement pole and cabinet based Joint body, comprising the following steps: (1) dig pit, and crater wall is rammed
It is real；(2) rubble grouting is filled into hole, is cheated the interior rubble grouting filled and is no more than the 1/5 of hole depth；(3) on rubble grout blanket
The cement body of rod is erect, rubble is then poured again and is in the milk to design height；(4) in rubble grout blanket after rubble cement grout forming
Upper setting C15 concrete cushion；(5) after C15 concrete mats formable layer, steel mesh, and casting concrete system are set above it
Make cemented platform；(6) after cemented platform molding, with graded sand and stone filling concrete platform surrounding soil and compaction in layers is to upper surface
It is flushed with ground；(7) rubble grouting and cemented platform coagulation forming after, on the cement body of rod be arranged lightning rod, installation antenna branch
Frame.
The design is small for the scenes operator needs carry such as suburb, rural area, border and live does not have cement Simple pole
The engineering construction demand in bracing wire space provides a kind of cement pole and cabinet based Joint body, instead of live under traditional construction mode
It needs larger space to carry out the construction scheme of bracing wire, accounts for the small no bracing wire of construction ground area, reaching can quickly build a station, be easy to transport and apply
Work, the purpose for reducing land area, reducing Cost for Coordination in engineering construction, ensure that base station construction engineering is smoothly implemented, realize and throw
It tells that region can be rapidly achieved network coverage requirement, meets the needs of people's communication uses.
On be classified as preferred embodiment, the object, technical solutions and advantages of the present invention are had been further described, institute
It should be understood that the foregoing is merely illustrative of the preferred embodiments of the present invention, it is not intended to limit the invention, it is all of the invention
Within spirit and principle, any modification, equivalent replacement, improvement and so on be should all be included in the protection scope of the present invention.
Claims (9)
1. a kind of cement pole and cabinet based Joint body, it is characterised in that: including the body of rod, the post is protruded into ground,
The post is fixed on the base, and base outer perimeter side is provided with original soil rammed layer, and the body of rod periphery is arranged at earth's surface
There is the cemented platform for fitting machine cabinet, cemented platform is embedded in base upper surface.
2. cement pole according to claim 1 and cabinet based Joint body, it is characterised in that: be provided at the top of the body of rod
Lightning rod, the body of rod top are provided with antenna holder.
3. cement pole according to claim 1 and cabinet based Joint body, it is characterised in that: the pedestal is rubble grouting
Pedestal.
4. cement pole according to claim 1 and cabinet based Joint body, it is characterised in that: in the cemented platform up and down
It is provided with two layers of steel mesh.
5. cement pole according to claim 1 and cabinet based Joint body, it is characterised in that: the cemented platform bottom is set
It is equipped with C15 concrete cushion.
6. cement pole according to claim 4 and cabinet based Joint body, it is characterised in that: the steel mesh is by several vertical
It is formed to reinforcing bar and several transverse steels.
7. cement pole according to claim 1 and cabinet based Joint body, it is characterised in that: setting in the cemented platform
Have it is pre-buried walk spool.
8. cement pole according to claim 1 and cabinet based Joint body, it is characterised in that: the body of rod is cement pole
Body.
9. the construction method of a kind of cement pole and cabinet based Joint body, which comprises the following steps: (1) it digs pit, and
Crater wall is tamped；(2) rubble grouting is filled into hole, is cheated the interior rubble grouting filled and is no more than the 1/5 of hole depth；(3) in rubble
The cement body of rod is erect on grout blanket, is then poured rubble again and is in the milk to design height；(4) broken after rubble cement grout forming
C15 concrete cushion is set on stone grout blanket；(5) after C15 concrete mats formable layer, steel mesh is set above it, and pours
Concrete for making cemented platform；(6) after cemented platform molding, with graded sand and stone filling concrete platform surrounding soil and compaction in layers
It is flushed to upper surface with ground；(7) rubble grouting and cemented platform coagulation forming after, on the cement body of rod be arranged lightning rod, peace
Fill antenna holder.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711078663.5A CN109296252B (en) | 2017-11-06 | 2017-11-06 | Cement pole and cabinet foundation combination and construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711078663.5A CN109296252B (en) | 2017-11-06 | 2017-11-06 | Cement pole and cabinet foundation combination and construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN109296252A true CN109296252A (en) | 2019-02-01 |
| CN109296252B CN109296252B (en) | 2024-03-29 |
Family
ID=65168044
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711078663.5A Active CN109296252B (en) | 2017-11-06 | 2017-11-06 | Cement pole and cabinet foundation combination and construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109296252B (en) |
Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07238536A (en) * | 1994-03-02 | 1995-09-12 | Misawa Homes Co Ltd | Building foundation and construction method thereof and construction machine |
| KR100645319B1 (en) * | 2005-08-16 | 2006-11-14 | (주) 선암기술연구소 | Pile foundation construction method using temporary cofferdam caisson of improved for weakness ground |
| CN101100861A (en) * | 2006-07-07 | 2008-01-09 | 杨建安 | Construction method for detachable tower foundation and structure thereof |
| CN201180388Y (en) * | 2008-04-14 | 2009-01-14 | 孟繁恒 | Ground imbedded type enclosure plunger rod seat |
| CN102031790A (en) * | 2009-09-25 | 2011-04-27 | 山东电力集团公司日照供电公司 | Construction process for rock enlarged toe anchor pile foundation of overhead power transmission line |
| CN202658948U (en) * | 2012-07-20 | 2013-01-09 | 河北友和能源科技有限公司 | Lamp post base |
| JP2014001542A (en) * | 2012-06-18 | 2014-01-09 | Travers Corp | Foundation for installation of column, and construction method for the column |
| TWM510942U (en) * | 2015-06-26 | 2015-10-21 | Han-Yuan Wang | Precasted concrete foundation for upright shape steel post |
| CN105401589A (en) * | 2015-11-18 | 2016-03-16 | 中国地质大学（武汉） | Global position system (GPS) monitoring pier for frozen soil areas and swelling soil areas and construction process thereof |
| CN207513292U (en) * | 2017-11-06 | 2018-06-19 | 福建省邮电规划设计院有限公司 | Cement pole and cabinet based Joint body |
-
2017
- 2017-11-06 CN CN201711078663.5A patent/CN109296252B/en active Active
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07238536A (en) * | 1994-03-02 | 1995-09-12 | Misawa Homes Co Ltd | Building foundation and construction method thereof and construction machine |
| KR100645319B1 (en) * | 2005-08-16 | 2006-11-14 | (주) 선암기술연구소 | Pile foundation construction method using temporary cofferdam caisson of improved for weakness ground |
| CN101100861A (en) * | 2006-07-07 | 2008-01-09 | 杨建安 | Construction method for detachable tower foundation and structure thereof |
| CN201180388Y (en) * | 2008-04-14 | 2009-01-14 | 孟繁恒 | Ground imbedded type enclosure plunger rod seat |
| CN102031790A (en) * | 2009-09-25 | 2011-04-27 | 山东电力集团公司日照供电公司 | Construction process for rock enlarged toe anchor pile foundation of overhead power transmission line |
| JP2014001542A (en) * | 2012-06-18 | 2014-01-09 | Travers Corp | Foundation for installation of column, and construction method for the column |
| CN202658948U (en) * | 2012-07-20 | 2013-01-09 | 河北友和能源科技有限公司 | Lamp post base |
| TWM510942U (en) * | 2015-06-26 | 2015-10-21 | Han-Yuan Wang | Precasted concrete foundation for upright shape steel post |
| CN105401589A (en) * | 2015-11-18 | 2016-03-16 | 中国地质大学（武汉） | Global position system (GPS) monitoring pier for frozen soil areas and swelling soil areas and construction process thereof |
| CN207513292U (en) * | 2017-11-06 | 2018-06-19 | 福建省邮电规划设计院有限公司 | Cement pole and cabinet based Joint body |
Also Published As
| Publication number | Publication date |
|---|---|
| CN109296252B (en) | 2024-03-29 |
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