CN202767096U - Single-pole-tower precast independent foundation - Google Patents
Single-pole-tower precast independent foundation Download PDFInfo
- Publication number
- CN202767096U CN202767096U CN 201220332026 CN201220332026U CN202767096U CN 202767096 U CN202767096 U CN 202767096U CN 201220332026 CN201220332026 CN 201220332026 CN 201220332026 U CN201220332026 U CN 201220332026U CN 202767096 U CN202767096 U CN 202767096U
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- column
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- iron
- baseboard
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Abstract
The utility model discloses a single-pole-tower precast independent foundation. The single-pole-tower precast independent foundation comprises a first foundation component. The first foundation component comprises a baseboard embedded under the ground and an upright column, the bottom end of the upright column is embedded under the ground, the upright column is connected with the baseboard, the top end of the upright column extends out of the ground, the upright column is also provided with a foundation bolt piece, and two ends of the baseboard are provided with second foundation components. The upright column comprises a concrete column body, lengthways main reinforcements of the upright column and hoopings of the upright column, and the lengthways main reinforcements of the upright column extend to the baseboard. The baseboard comprises a baseboard body, lengthways hoopings of the baseboard, horizontal main reinforcements of the baseboard and a first H-shaped connecting piece, and hoisting embedded steel bar rings are embedded in the baseboard. Each second foundation component comprises a second foundation component body, lengthways hoopings, horizontal main reinforcements and a second H-shaped connecting piece. The single-pole-tower precast independent foundation shortens site construction periods, reduces influence of construction on road traffic, reduces concrete usage amount, saves cost and reduces construction difficulty, and can be recycled.
Description
Technical field
The utility model relates to communication column foot field, is specifically related to the prefabricated single footing of a kind of single-pipe tower, is applicable to the installation of communication single pipe tower.
Background technology
Now the communication single pipe tower basis mainly contains three kinds of single footing, hand-dug pile foundation and bored pile foundations.These three kinds of main base forms all need concrete curing time of growing, and the site operation duration is longer.When especially constructing in the inner city, may produce larger interference to peripheral traffic and environment.If communication base station needs resettlement, built good basis is irremovable, dismounting, can not reuse.
The utility model content
The purpose of this utility model is the problems referred to above that are for the prior art existence, provides a kind of single-pipe tower prefabricated single footing, shortens the single-pipe tower foundation construction cycle, shortens construction to the impact of traffic, saves cost, reuses.
Above-mentioned purpose of the present utility model is achieved through the following technical solutions:
The prefabricated single footing of a kind of single-pipe tower comprises the first foundation member, and the first foundation member comprises and be embedded in the column that underground base plate and bottom are connected with base plate, and the top of column is provided with stone bolt spare, and the both sides of base plate all are connected with the second basic component.
Aforesaid column comprises concrete column, also comprises the column lengthways main steel bar and the column stirrup that all are embedded in the concrete column, and column stirrup hoop is located on the column lengthways main steel bar.
Aforesaid column lengthways main steel bar extends in the base plate, described base plate comprises base plate main body, the vertical stirrup of base plate, the horizontal main muscle of base plate and first worker's type connector, the vertical stirrup of base plate, the horizontal main muscle of base plate and first worker's type connector all are embedded in the base plate main body, the vertical stirrup hoop of base plate is located on the horizontal main muscle of base plate, is embedded with the lifting embedded bar ring for lifting on the base plate.
Aforesaid first worker's type connector comprises the first i iron, and the first i iron two ends are provided with the first junction plate, is provided with first floor (601) of putting more energy between the side of the first i iron and the first junction plate.
Aforesaid the second basic component comprises the second basic component main body, vertical stirrup, horizontal main muscle and second worker's type connector, vertical stirrup, horizontal main muscle and second worker's type connector all are embedded in the second basic component main body, vertically the stirrup hoop is located on the horizontal main muscle, second worker's type connector comprises the second i iron and second floor of putting more energy into, the second i iron one end is provided with angle steel, the second i iron other end is provided with the second junction plate, be provided with indented bars on the second i iron, second floor of putting more energy into is arranged between the side and the second junction plate of the second i iron.
Be provided with pre-drilled cavity on aforesaid the first junction plate and the second junction plate.
Aforesaid column is embedded with plastic pipe.
Aforesaid stone bolt spare comprises at least one anchor pole, and anchor pole one end is embedded in the column top and is arranged with anchor slab, and the anchor pole other end stretches out the column top and is arranged with successively backing plate, pad and nut.
Aforesaid anchor slab is at least 2.
The utility model compared with prior art has the following advantages:
1, all parts of the utility model can be prefabricated in factory, and on-the-spot only need to coupling together first foundation member and two the second basic components with bolt gets final product.Reduce this two procedures of poured in place concrete and concrete curing, greatly shortened the site operation cycle, reduced the impact of construction on road traffic;
2, between each accessory of the utility model, connected by i iron, do not have concrete, reduced concrete amount, saved cost;
3, all be prefabricated at each accessory of the utility model, the scene does not need the professional equipments such as vibrating spear or concrete tank, has reduced difficulty of construction;
4, the utility model used after a period of time, it can also be dug out, and was moved to the new address recycling, effectively reduced engineering cost, and the response national energy-saving reduces discharging calls.
Description of drawings
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the cross sectional representation of column of the present utility model;
Fig. 3 is the cross sectional representation of base plate of the present utility model;
Fig. 4 is the cross sectional representation of the second basic component of the present utility model;
Fig. 5 is the structural representation of stone bolt spare of the present utility model;
Fig. 6 is first worker's type connecting-piece structure schematic diagram of the present utility model;
Fig. 7 is second worker's type connecting-piece structure schematic diagram of the present utility model;
Fig. 8 is the side-looking perspective structure schematic diagram of first worker's type connector of the present utility model/second worker's type connector.
Among the figure; 1-first foundation member; The 101-column; The 102-base plate; 2-the second basic component; 4-the second i iron; 5-the first i iron; 601-first floor of putting more energy into; 602-second floor of putting more energy into; 701-the first junction plate; 702-the second junction plate; The 8-angle steel; The 9-indented bars; 10-column lengthways main steel bar; 11-column stirrup; The vertical stirrup of 12-base plate; The horizontal main muscle of 13-base plate; 14-lifting embedded bar ring; The vertical stirrup of 15-; The 16-anchor pole; The 17-backing plate; The 18-anchor slab; The 19-nut; The 20-pad; The 21-bolt; The 22-plastic pipe; The horizontal main muscle of 23-; The 24-pre-drilled cavity.
The specific embodiment
Below in conjunction with accompanying drawing the technical solution of the utility model is described in further detail.
As shown in Figure 1, the prefabricated single footing of a kind of single-pipe tower, comprise first foundation member 1, first foundation member 1 comprises and is embedded in the column 101 that underground base plate 102 and bottom are connected with base plate 102, the top of column 101 is provided with stone bolt spare, and the both sides of base plate 102 all are connected with the second basic component 2.
As shown in Figure 2, column 101 comprises concrete column, also comprises the column lengthways main steel bar 10 and the column stirrup 11 that all are embedded in the concrete column, and column stirrup 11 hoops are located on the column lengthways main steel bar 10.
Such as Fig. 3, shown in Figure 6, column lengthways main steel bar 10 extends in the base plate 102, described base plate 102 comprises base plate main body, the vertical stirrup 12 of base plate, the horizontal main muscle 13 of base plate and first worker's type connector, the vertical stirrup 12 of base plate, the horizontal main muscle 13 of base plate and first worker's type connector all are embedded in the base plate main body, vertical stirrup 12 hoops of base plate are located on the horizontal main muscle 13 of base plate, are embedded with the lifting embedded bar ring 14 for lifting on the base plate 102.
First worker's type connector comprises that the first i iron 5, the first i iron 5 two ends are provided with and is provided with first floor 601 of putting more energy between the side of the first junction plate 701, the first i iron 5 and the first junction plate 701.
Such as Fig. 4, shown in Figure 7, the second basic component 2 comprises the second basic component main body, vertical stirrup 15, horizontal main muscle 23 and second worker's type connector, vertical stirrup 15, horizontal main muscle 23 and second worker's type connector all are embedded in the second basic component main body, vertically stirrup 15 hoops are located on the horizontal main muscle 23, second worker's type connector comprises the second i iron 4 and second floor 602 of putting more energy into, the second i iron 4 one ends are provided with angle steel 8, the second i iron 4 other ends are provided with the second junction plate 702, being provided with indented bars 9, the second floor 602 of putting more energy on the second i iron 4 is arranged between the side and the second junction plate 702 of the second i iron 4.
As shown in Figure 8, be provided with pre-drilled cavity 24 on the first junction plate 701 and the second junction plate 702.
As shown in Figure 1, column 101 is embedded with plastic pipe 22.
As shown in Figure 5, stone bolt spare comprises at least one anchor pole 16, and anchor pole 16 1 ends are embedded in column 101 tops and are arranged with anchor slab 18, and anchor pole 16 other ends stretch out column 101 tops and are arranged with successively backing plate 17, pad 20 and nut 19.Anchor slab 18 is at least 2.
In the utility model installation process, need to be at factory's prefabricated first foundation member 1 of elder generation and the second basic component 2.During prefabricated first foundation member 1, first the anchor pole 16 in the first foundation member 1, backing plate 17, anchor slab 18, nut 19 and pad 20 are assembled into stone bolt spare, and the column lengthways main steel bar 10 in the concrete column, 11 colligations of column stirrup are fixed.Plastic pipe is fixed on designs in advance assigned address.Column lengthways main steel bar 10 in the base plate 102, the vertical stirrup 12 of base plate, the horizontal main muscle 13 of base plate and 14 colligations of lifting embedded bar ring fix.Put more energy into floor 601, the first junction plate 701 and indented bars 9 of the first i iron 5, first welded, then the first good i iron 5 of welding is fixed on the centre position of base plate.Each several part is all after the fixation, just can support template, begin to build the concrete of first foundation member 1.
After the concrete curing of first foundation member 1 reaches designing requirement intensity, first put more energy into floor 602, the second junction plate 702, angle steel 8, indented bars 9 of the second i iron 4, second in the second basic component welded together composition i iron connecting elements.Again corresponding the first junction plate 701 and the high-strength bolt 21 of the second junction plate 702 usefulness are coupled together.The horizontal main muscle 13 of base plate, lifting embedded bar ring 14, vertical stirrup 15 colligations are fixed.Each several part is all after the fixation, just can support template, begin to build the second basic component main body of the second basic component 2.
In the utility model single-pipe tower assembling single footing, after the concrete of first foundation member 1 and the second basic component 2 all reaches the design specified intensity, can form removal.And high-strength bolt 21 removed, first foundation member 1 is separated, convenient separately transportation with the second basic component 2.
Specific embodiment described herein only is to the explanation for example of the utility model spirit.The utility model person of ordinary skill in the field can make various modifications or replenishes or adopt similar mode to substitute described specific embodiment, but can't depart from spirit of the present utility model or surmount the defined scope of appended claims.
Claims (9)
1. prefabricated single footing of single-pipe tower, it is characterized in that: comprise first foundation member (1), first foundation member (1) comprises and is embedded in the column (101) that underground base plate (102) and bottom are connected with base plate (102), the top of column (101) is provided with stone bolt spare, and the both sides of base plate (102) all are connected with the second basic component (2).
2. the prefabricated single footing of a kind of single-pipe tower according to claim 1, it is characterized in that: described column (101) comprises concrete column, also comprise the column lengthways main steel bar (10) and the column stirrup (11) that all are embedded in the concrete column, column stirrup (11) hoop is located on the column lengthways main steel bar (10).
3. the prefabricated single footing of a kind of single-pipe tower according to claim 2, it is characterized in that: described column lengthways main steel bar (10) extends in the base plate (102), described base plate (102) comprises the base plate main body, the vertical stirrup of base plate (12), the horizontal main muscle of base plate (13) and first worker's type connector, the vertical stirrup of base plate (12), the horizontal main muscle of base plate (13) and first worker's type connector all are embedded in the base plate main body, the vertical stirrup of base plate (12) hoop is located on the horizontal main muscle of base plate (13), is embedded with the lifting embedded bar ring (14) for lifting on the base plate (102).
4. the prefabricated single footing of a kind of single-pipe tower according to claim 3, it is characterized in that: described first worker's type connector comprises the first i iron (5), the first i iron (5) two ends are provided with the first junction plate (701), are provided with first floor (601) of putting more energy between the side of the first i iron (5) and the first junction plate (701).
5. the prefabricated single footing of a kind of single-pipe tower according to claim 4, it is characterized in that: described the second basic component (2) comprises the second basic component main body, vertical stirrup (15), horizontal main muscle (23) and second worker's type connector, vertical stirrup (15), horizontal main muscle (23) and second worker's type connector all are embedded in the second basic component main body, vertically stirrup (15) hoop is located on the horizontal main muscle (23), second worker's type connector comprises the second i iron (4) and second floor (602) of putting more energy into, the second i iron (4) one ends are provided with angle steel (8), the second i iron (4) other end is provided with the second junction plate (702), be provided with indented bars (9) on the second i iron (4), second floor (602) of putting more energy into is arranged between the side and the second junction plate (702) of the second i iron (4).
6. the prefabricated single footing of a kind of single-pipe tower according to claim 5 is characterized in that: be provided with pre-drilled cavity (24) on described the first junction plate (701) and the second junction plate (702).
7. the prefabricated single footing of a kind of single-pipe tower according to claim 1, it is characterized in that: described column (101) is embedded with plastic pipe (22).
8. the prefabricated single footing of a kind of single-pipe tower according to claim 1, it is characterized in that: described stone bolt spare comprises at least one anchor pole (16), anchor pole (16) one ends are embedded in column (101) top and are arranged with anchor slab (18), and anchor pole (16) other end stretches out column (101) top and is arranged with successively backing plate (17), pad (20) and nut (19).
9. the prefabricated single footing of a kind of single-pipe tower according to claim 8, it is characterized in that: described anchor slab (18) is at least 2.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220332026 CN202767096U (en) | 2012-07-10 | 2012-07-10 | Single-pole-tower precast independent foundation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220332026 CN202767096U (en) | 2012-07-10 | 2012-07-10 | Single-pole-tower precast independent foundation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202767096U true CN202767096U (en) | 2013-03-06 |
Family
ID=47773679
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220332026 Expired - Lifetime CN202767096U (en) | 2012-07-10 | 2012-07-10 | Single-pole-tower precast independent foundation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202767096U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103225312A (en) * | 2013-04-22 | 2013-07-31 | 陈国龙 | Prefabricated assembled foundation of tower mast structure |
| CN103469810A (en) * | 2013-09-26 | 2013-12-25 | 国家电网公司 | Independent foundation of power transmission tower |
-
2012
- 2012-07-10 CN CN 201220332026 patent/CN202767096U/en not_active Expired - Lifetime
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103225312A (en) * | 2013-04-22 | 2013-07-31 | 陈国龙 | Prefabricated assembled foundation of tower mast structure |
| CN103225312B (en) * | 2013-04-22 | 2015-07-08 | 浙江鸿顺实业有限公司 | Prefabricated assembled foundation of tower mast structure |
| CN103469810A (en) * | 2013-09-26 | 2013-12-25 | 国家电网公司 | Independent foundation of power transmission tower |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20130306 |