CN206034475U - Prefabricated basis of communication tower underground - Google Patents
Prefabricated basis of communication tower underground Download PDFInfo
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- CN206034475U CN206034475U CN201620948736.6U CN201620948736U CN206034475U CN 206034475 U CN206034475 U CN 206034475U CN 201620948736 U CN201620948736 U CN 201620948736U CN 206034475 U CN206034475 U CN 206034475U
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- foundation
- foundation blocks
- basic blocks
- connecting plate
- pin
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Abstract
The utility model provides a prefabricated basis of communication tower underground, prefabricated basis of communication tower underground include a foundation blocks, the 2nd foundation blocks and the 3rd foundation blocks that reinforced concrete made, a foundation blocks include the bottom plate with fix a plurality of normal pin posts on the bottom plate, all opened the horizontal pin hole on the every round pin post, the 2nd foundation blocks include the connecting plate and fix the support column in connecting plate central authorities, the connecting plate on open and to have the perpendicular pinhole that corresponds totally with a foundation blocks normal pin post quantity and position, when laminate in connecting plate and bottom, the normal pin post passes the perpendicular pinhole rather than the correspondence, the 3rd foundation blocks quantity and a foundation blocks normal pin post on horizontal pin hole count volume the same, inserted a third foundation blocks in every horizontal pin hole. The utility model provides a problem of the cycle length of the on -the -spot watering of original reinforced concrete to shorten the cycle greatly, also saved the transport volume simultaneously, practiced thrift manual work and cost.
Description
Technical field
The utility model is related to communication equipment field, the buried prefabricated foundation of specifically a kind of communication tower.
Background technology
In existing communication tower manufacturing technology, generally using cast-in-situ steel reinforced concrete basis.The foundation construction method construction week
Phase is long, and scene discharge mud, sewage, destruction are afforested and damages road.
Conventional method foundation construction needs to excavate, pours, natural curing 20-28 days etc., and reinforced concrete foundation is easily produced
Raw building waste, it is larger to job site ambient influnence.
Utility model content
The utility model is in order to solve problem of the prior art, there is provided a kind of buried prefabricated foundation of communication tower, solves
The problem of the cycle length of original armored concrete concreting in site, and the cycle is substantially reduced, while also saving transport
Amount, has saved artificial and cost.
The utility model provides a kind of buried prefabricated foundation of communication tower, including first foundation made by armored concrete
Block, the second basic blocks and the 3rd basic blocks, described first foundation block include base plate and some normal pins being fixed on base plate
Post, is provided with horizontal pin-and-hole on every pin；The second described basic blocks include connecting plate and are fixed on connecting plate central authorities
Support column, is provided with described connecting plate and the vertical pin quantity of first foundation block and position corresponding vertical pin-and-hole completely, when
When connecting plate and bottom are fitted, vertical pin passes through corresponding vertical pin-and-hole；The basic number of blocks and first of described the 3rd
Horizontal pin hole number on the vertical pin of basic blocks is identical, is inserted with one piece of the 3rd basic blocks in each horizontal pin-and-hole.
Base plate in described first foundation block is spliced by two pieces of soleplates.
Described first foundation block, between the second basic blocks and the 3rd basic blocks, hot-dip has been wedged in the gap of junction
Zinc voussoir and microdilatancy fine-stone concrete, make three basic blocks form an entirety outer tilting moment of opposing jointly.
The installation method of the buried prefabricated foundation of communication tower, comprises the following steps：
1）Bottom of foundation ditch is tamped smooth by excavation pit, foundation ditch digging good utilisation stone；
2）By two soleplates by loop wheel machine bottom of foundation ditch placed side by side, the base plate of first foundation block is constituted, on base plate
Fixed vertical pin, and adjust the levelness of bottom；
3）By the vertical pin insertion of vertical pin-and-hole correspondence on the connecting plate of the second basic blocks, connecting plate is made to paste with bottom
Close, vertical pin stretches out vertical pin-and-hole；
4）3rd basic blocks are inserted in the horizontal pin-and-hole on vertical pin；
5）Between first foundation block, the second basic blocks and the 3rd basic blocks in the gap of junction, hot-dip is first wedged
Zinc voussoir, recycles the microdilatancy fine-stone concrete cementation of fissures；
6）Backfill foundation ditch simultaneously tamps foundation ditch.
The utility model beneficial effect is：
1st, shorten the cycle of engineering construction, it is ensured that engineering is finished on schedule, to reach the requirement of base station Fast Construction.Simultaneously
Can solve the problems, such as that prefabricated foundation repeats to recycle, using the fabrication and installation mode more energy-conserving and environment-protective of prefabricated foundation,
Developed area and ecological protection are preferably regional, and use range is wider.
2nd, the destruction that capital construction is brought to surrounding environment is reduced, it is minimum to ecology influence, using light energy-saving material
Factory's intensive manufacture makes, and reducing site operation is affected and mud, sewage discharge by rainy weather, and energy saving saves material
Material and transport amount 30-50%, can be used repeatedly, substantially increase the success rate of capital construction；Factorial praluction,
Standardized designs, live quick assembling is more efficient, environmentally friendly, energy-conservation.
Description of the drawings
Fig. 1 is that the buried prefabricated foundation of communication tower splits schematic diagram.
Fig. 2 is structural representation after the buried prefabricated foundation of communication tower is fixed.
Specific embodiment
The buried prefabricated foundation of communication tower, including first foundation block 1, the second basic blocks 2 and made by armored concrete
Three basic blocks 3, as shown in figure 1, after being fixedly connected as shown in Figure 2 after three basic blocks split.Described first foundation block 1 includes
Base plate and some vertical pin being fixed on base plate, are provided with horizontal pin-and-hole on every pin；The second described basic blocks 2 are wrapped
Include connecting plate and be fixed on the support column in connecting plate central authorities, be provided with described connecting plate and 1 vertical pin of first foundation block
Quantity and position corresponding vertical pin-and-hole completely, when connecting plate and bottom are fitted, vertical pin is through corresponding vertical
Pin-and-hole；Described 3 quantity of the 3rd basic blocks is identical with the horizontal pin hole number on 1 vertical pin of first foundation block, each level
One piece of the 3rd basic blocks is inserted with pin-and-hole.
Base plate in described first foundation block 1 is spliced by two pieces of soleplates.
Described first foundation block 1, between the second basic blocks 2 and the 3rd basic blocks 3, heat has been wedged in the gap of junction
Zinc immersion voussoir and microdilatancy fine-stone concrete, make three basic blocks form an entirety outer tilting moment of opposing jointly.
The utility model additionally provides a kind of installation method of the buried prefabricated foundation of communication tower, comprises the following steps：
1）Bottom of foundation ditch is tamped smooth by excavation pit, foundation ditch digging good utilisation stone；
2）By two soleplates by loop wheel machine bottom of foundation ditch placed side by side, the base plate of first foundation block is constituted, on base plate
Fixed vertical pin, and adjust the levelness of bottom；
3）By the vertical pin insertion of vertical pin-and-hole correspondence on the connecting plate of the second basic blocks, connecting plate is made to paste with bottom
Close, vertical pin stretches out vertical pin-and-hole；
4）3rd basic blocks are inserted in the horizontal pin-and-hole on vertical pin；
5）Between first foundation block, the second basic blocks and the 3rd basic blocks in the gap of junction, hot-dip is first wedged
Zinc voussoir, recycles the microdilatancy fine-stone concrete cementation of fissures；
6）Backfill foundation ditch simultaneously tamps foundation ditch.
The utility model concrete application approach is a lot, and the above is only preferred embodiment of the present utility model, should
Point out, for those skilled in the art, on the premise of without departing from the utility model principle, can also make
Go out some improvement, these improvement also should be regarded as protection domain of the present utility model.
Claims (3)
1. the buried prefabricated foundation of a kind of communication tower, it is characterised in that：Including first foundation block made by armored concrete（1）、
Second basic blocks（2）With the 3rd basic blocks（3）, described first foundation block（1）Including base plate and be fixed on it is some on base plate
Vertical pin, is provided with horizontal pin-and-hole on every pin；The second described basic blocks（2）Including connecting plate and it is fixed on connection
The support column in plate central authorities, is provided with described connecting plate and first foundation block（1）Vertical pin quantity and position are completely corresponding
Vertical pin-and-hole, when connecting plate and bottom are fitted, vertical pin passes through corresponding vertical pin-and-hole；The 3rd described basic blocks
（3）Quantity and first foundation block（1）Horizontal pin hole number on vertical pin is identical, is inserted with one piece the in each horizontal pin-and-hole
Three basic blocks.
2. the buried prefabricated foundation of communication tower according to claim 1, it is characterised in that：Described first foundation block（1）
In base plate be spliced by two pieces of soleplates.
3. the buried prefabricated foundation of communication tower according to claim 1 and 2, it is characterised in that：Described first foundation block
（1）, the second basic blocks（2）With the 3rd basic blocks（3）Between the gap of junction wedged galvanizing by dipping voussoir and microdilatancy
Fine-stone concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620948736.6U CN206034475U (en) | 2016-08-26 | 2016-08-26 | Prefabricated basis of communication tower underground |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620948736.6U CN206034475U (en) | 2016-08-26 | 2016-08-26 | Prefabricated basis of communication tower underground |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206034475U true CN206034475U (en) | 2017-03-22 |
Family
ID=58303880
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620948736.6U Active CN206034475U (en) | 2016-08-26 | 2016-08-26 | Prefabricated basis of communication tower underground |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206034475U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106436739A (en) * | 2016-08-26 | 2017-02-22 | 江苏铭远杆塔有限公司 | Underground prefabricated foundation of communication tower and mounting method of underground prefabricated foundation |
| CN112240053A (en) * | 2020-10-26 | 2021-01-19 | 温州展业建设工程有限公司 | Prefabricated building room and construction method thereof |
-
2016
- 2016-08-26 CN CN201620948736.6U patent/CN206034475U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106436739A (en) * | 2016-08-26 | 2017-02-22 | 江苏铭远杆塔有限公司 | Underground prefabricated foundation of communication tower and mounting method of underground prefabricated foundation |
| CN112240053A (en) * | 2020-10-26 | 2021-01-19 | 温州展业建设工程有限公司 | Prefabricated building room and construction method thereof |
| CN112240053B (en) * | 2020-10-26 | 2021-11-23 | 温州展业建设工程有限公司 | Prefabricated building room and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |