CN108894495A - A kind of line bar ground stabilizing base building method - Google Patents
A kind of line bar ground stabilizing base building method Download PDFInfo
- Publication number
- CN108894495A CN108894495A CN201810711368.7A CN201810711368A CN108894495A CN 108894495 A CN108894495 A CN 108894495A CN 201810711368 A CN201810711368 A CN 201810711368A CN 108894495 A CN108894495 A CN 108894495A
- Authority
- CN
- China
- Prior art keywords
- cell board
- line bar
- column
- concrete
- pedestal
- 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
- 238000000034 method Methods 0.000 title claims abstract description 16
- 230000000087 stabilizing effect Effects 0.000 title claims abstract description 15
- 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 description 23
- 229910000831 Steel Inorganic materials 0.000 claims description 7
- 239000010959 steel Substances 0.000 claims description 7
- 239000003292 glue Substances 0.000 claims description 4
- 238000009434 installation Methods 0.000 claims description 4
- 238000002347 injection Methods 0.000 claims description 3
- 239000007924 injection Substances 0.000 claims description 3
- 230000003014 reinforcing effect Effects 0.000 claims description 3
- 230000005540 biological transmission Effects 0.000 claims description 2
- 238000001035 drying Methods 0.000 claims description 2
- 238000000465 moulding Methods 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 3
- 238000012876 topography Methods 0.000 abstract description 2
- 230000007774 longterm Effects 0.000 abstract 1
- 238000004078 waterproofing Methods 0.000 abstract 1
- 238000010586 diagram Methods 0.000 description 5
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000009429 electrical wiring Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 239000006260 foam Substances 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 230000001788 irregular Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Foundations (AREA)
Abstract
The invention discloses a kind of line bar ground stabilizing base building methods, anti-skid base is continuously placed along the line drawn, then multiple cell boards are installed on anti-skid base form wall, covert column is placed between two walls, according to the height and position of wall, be staggered the first and second half columns, then does water-proofing treatment, it places into line bar to be fixed, finally injects concrete.Compared with prior art, a kind of line bar ground stabilizing base building method of the invention, line bar can be built in any topography, the mutual drawknot of each unit plate cell board adjacent thereto is fixed, make the wall surrounded that there is great stability, creates the construction environment of safety and the use environment of line bar long-term security for building for line bar.
Description
Technical field
The present invention relates to a kind of line bar ground stabilizing base building methods, and belong to urban distribution network electric pole builds technology neck
Domain.
Background technique
At present the electric wire tower that mountain area is installed be destroyed one reason for this is that surface collapse, surface collapse can
So that electric wire tower is entirely lost the effect of supporting electric wire, in addition collapse or inclined pylon to electric wire generate drag interaction, lead to
It crosses electric wire band and falls other pylons, cause the large-scale damage of electrical wiring system.Generally it is easy to collapse by the way that addressing is fundamentally separate
Ground, in addition also reinforce ground by increasing the area of concrete foundation, but such case is time-consuming and laborious, and when meeting
When to surface collapse, pylon still can generate inclination, as long as tower post tilting will generate work to the electric wire of the inclination pylon two sides
Firmly, other pylons are influenced, extension is damaged.
Summary of the invention
The technical problem to be solved in the invention is that in view of the above shortcomings of the prior art, and it is steady to provide a kind of line bar ground
Determine pedestal building method.
In order to solve the above technical problems, the technical solution adopted by the present invention is that：
A kind of line bar ground stabilizing base building method, includes the following steps：
Step 1：The land occupation shape that built in advance pedestal is drawn on bumpy ground continuously places anti-skid base along the line drawn,
The cell board of installation first layer, then places covert column, so between two neighboring cell board in the groove body of each anti-skid base
Afterwards according to the first half column and the second half column of being staggered above and below the height of two neighboring cell board, make two neighboring cell board side
Bolt can inject in the jack of covert column, in the gap on anti-skid base and ground insert concrete fix；
Step 2：The cell board of superposition installation more layers forms the wall of preset height on the cell board of first layer, lower layer
The pin shaft of cell board is inserted in the pin hole of the cell board on upper layer, and the bolt of the cell board on upper layer injects the jack of covert column
Interior, multiple walls form pedestal enclosure wall；
Step 3：Bubble is filled at gap between cell board and cell board and at the gap between cell board and covert column
Then line bar is placed in the geometric center position of pedestal enclosure wall by foam glue；
Step 4：Support frame is set up on top layer's cell board of each wall, multiple support frames support in line bar jointly, keep
Line bar is erect；
Step 5：Mast is provided with steel wire, the both ends drawknot of steel wire is fixed on the same cell board；
Step 6：Concrete is filled into pedestal enclosure wall, after concrete drying and moulding, removes support frame.
Scheme as a further preference, in step 1, the areal extent for drawing built in advance pedestal land occupation shape is four squares
Meter Zhi Shi square metres.
Scheme as a further preference, the height of the pedestal enclosure wall are the 1/5-1/4 of transmission tower length.
Scheme as a further preference, in step 6, injection concrete is divided into multiple progress in pedestal enclosure wall, every time only
The height of a layer unit plate is injected, whether have concrete leakage, if any leakage, find out leak point and seal if observing on pedestal enclosure wall
It is stifled, such as without leakage, continue to inject concrete.
Scheme as a further preference, in step 5, the ground in pedestal enclosure wall hammers into reinforcing bar.
Compared with prior art, a kind of line bar ground stabilizing base building method of the invention, can take in any topography
Line bar is built, the mutual drawknot of each unit plate cell board adjacent thereto is fixed, and make the wall surrounded that there is great stability,
Become firm one for the ground of line bar, be not easy avalanche, influence of the miniature deformation that ground can be overcome to occur to ground is protected
The normal operating condition of line bar is demonstrate,proved, the design of the first half column and the interlaced sliding of the second half column can be on bumpy ground
Ground construction is carried out on face, the adjacent cell board in left and right can still be fixed to each other in the case where not contour by covert column.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of stabilizing base；
Fig. 2 is the structural schematic diagram of cell board；
Fig. 3 is the structural schematic diagram of covert column；
Fig. 4 is the structural schematic diagram of the first half column；
Fig. 5 is the structural schematic diagram of the second half column；
Wherein, 1- anti-skid base, 2- cell board, 3- pin shaft, 4- pin hole, 5- bolt, the first half column of 6-, the second half column of 7-,
8- limits sliding rail, 9- limit sliding chutes, 10- jack, 11- steel wire, 12- support rod, 13- arc panel, 14- wire casing.
Specific embodiment
The optimal technical scheme that the invention will now be described in detail with reference to the accompanying drawings.
A kind of line bar ground stabilizing base building method of the invention is based on stabilizing base structure, including ground is arranged in
Several anti-skid bases 1, several anti-skid bases 1 have poured cement between two neighboring anti-skid base 1 around rounded, prevent
There is groove body on sliding pedestal 1, the cell board 2 of bottom is provided in the groove body.
The top edge of the cell board 2 has pin shaft 3, and lower edge has pin hole 4, and the pin shaft 3 of lower unit plate 2 is inserted in
In the pin hole 4 of upper unit plate 2,2 side of cell board is longitudinal semicircle groove, and bolt outwardly is provided in the semicircle groove
5, several about 2 cell boards are superimposed as wall；
It is provided with covert column between two adjacent walls of left and right, the covert column is divided into the first half column 6 and the second half column
7, it is provided with limit sliding rail 8 in the plane of the first half column 6, is provided with limit sliding chutes 9 in the plane of the second half column 7, limits
It is movable in limit sliding chutes 9 that sliding rail 8 buckles into, and several jacks are distributed in the cambered surface surface of first half column 6 and the second half column 7
10, the first half column 6 connects side wall, and the second half column 7 connects other side wall, and the bolt 5 of cell board 2 is inserted in first
In the jack 10 of half column 6 or the second half column 7, line bar is located at center in the region that several walls surround, and fills in the region
There is a concrete, encircle a city jointly pedestal, and being fixedly connected between wall of multiple walls will not occur one of more by stablizing
Wall avalanche phenomenon.
Ground in pedestal enclosure wall hammers into reinforcing bar, after injecting concrete, can further improve concrete block and ground
Pulling force.
The cell board 2 is provided with steel wire 11 towards being provided with retaining ring in the one side of line bar, around mast, and the two of steel wire 11
End is fixed on retaining ring, and line bar is carried out drawknot in each cell board 2, guarantees the integraty of cell board 2 and line bar.
The edge that upper unit plate 2 is contacted with lower unit plate 2 is filled with rapid-curing cutback glue, and cell board 2 connects with covert column
The position of touching is also filled with rapid-curing cutback glue, is on the one hand to place the external concrete that inside is invaded from crack, two aspects are also
Improve the connection rigidity between wall and wall.
Support rod 12 is provided on the cell board 2 of top layer, one end of support rod 12 is hinged on the top edge of cell board 2,
The other end of support rod 12 is provided with arc panel 13, and the concave surface of arc panel 13 is attached in line bar, and higher line bar is avoided to occur
Fracture.
There is horizontally disposed wire casing 14 on the convex surface of the arc panel 13, arc panel 13 is allow effectively to be attached to line bar
On, increasing friction force plays stable support function.
Several jacks 10 on 7 surface of first half column 6 or the second half column equidistantly divide for radial one week along covert column
Cloth one encloses jack 10, is provided with the jack 10 of several circles on covert column, the jack more than 10 of individual pen, the angle of the formation between wall
Degree variation is more, can form the pedestal of more many areas, can form the pedestal of irregular land occupation structure, adapt to severe build
Environment is suitble in the limited place in the vacant lots such as hillside, and it is more to enclose number, and mutually staggered serious forgiveness is just up and down for two neighboring wall
It is bigger, it can satisfy more rugged ground constructions.
Above-described specific embodiment has carried out further the purpose of the present invention, technical scheme and beneficial effects
It is described in detail, it should be understood that being not limited to this hair the foregoing is merely a specific embodiment of the invention
Bright, all within the spirits and principles of the present invention, any modification, equivalent substitution, improvement and etc. done should be included in the present invention
Protection scope within.
Claims (5)
1. a kind of line bar ground stabilizing base building method, which is characterized in that include the following steps：
Step 1：The land occupation shape that built in advance pedestal is drawn on bumpy ground continuously places anti-skid base along the line drawn
（1）, in each anti-skid base（1）Groove body in installation first layer cell board（2）, then in two neighboring cell board（2）It
Between place covert column, then according to two neighboring cell board（2）Height be staggered the first half column up and down（6）With the second half column
（7）, make two neighboring cell board（2）The bolt of side（5）The jack of covert column can be injected（10）It is interior, in anti-skid base（1）
It is fixed with concrete is inserted in the gap on ground；
Step 2：In the cell board of first layer（2）The cell board of upper superposition installation more layers（2）The wall of preset height is formed,
The cell board of lower layer（2）Pin shaft（3）It is inserted in the cell board on upper layer（2）Pin hole（4）It is interior, the cell board on upper layer（2）Insert
Pin（5）Inject the jack of covert column（10）Interior, multiple walls form pedestal enclosure wall；
Step 3：In cell board（2）With cell board（2）Between gap at and cell board（2）With the gap between covert column
Locate equal filled and process glue, then line bar is placed in the geometric center position of pedestal enclosure wall；
Step 4：In top layer's cell board of each wall（2）Upper erection support frame, multiple support frames support in line bar jointly,
Line bar is kept to erect；
Step 5：Mast is provided with steel wire（11）, steel wire（11）Both ends drawknot be fixed on the same cell board（2）On；
Step 6：Concrete is filled into pedestal enclosure wall, after concrete drying and moulding, removes support frame.
2. a kind of line bar ground stabilizing base building method according to claim 1, it is characterised in that：In step 1, draw
The areal extent of built in advance pedestal land occupation shape is four square metres to ten square metres out.
3. a kind of line bar ground stabilizing base building method according to claim 1, it is characterised in that：The pedestal enclosure wall
Height be transmission tower length 1/5-1/4.
4. a kind of line bar ground stabilizing base building method according to claim 1, it is characterised in that：In step 6, base
Injection concrete is divided into multiple progress in seat enclosure wall, every time one layer unit plate of injection（2）Height, observe pedestal enclosure wall on be
It is no to have concrete leakage, it if any leakage, finds out leak point and blocks, such as without leakage, continue to inject concrete.
5. a kind of line bar ground stabilizing base building method according to claim 1, it is characterised in that：In step 5,
Ground in pedestal enclosure wall hammers into reinforcing bar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810711368.7A CN108894495B (en) | 2018-07-03 | 2018-07-03 | Method for building ground stable base of wire pole |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810711368.7A CN108894495B (en) | 2018-07-03 | 2018-07-03 | Method for building ground stable base of wire pole |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108894495A true CN108894495A (en) | 2018-11-27 |
| CN108894495B CN108894495B (en) | 2020-04-24 |
Family
ID=64347662
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810711368.7A Active CN108894495B (en) | 2018-07-03 | 2018-07-03 | Method for building ground stable base of wire pole |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108894495B (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101487355A (en) * | 2009-02-23 | 2009-07-22 | 廖力锋 | Telegraph pole and its mounting and fixing method |
| CN106382049A (en) * | 2016-11-24 | 2017-02-08 | 国网河南省电力公司平顶山供电公司 | Anti-seismic pole |
| US20170051470A1 (en) * | 2015-02-10 | 2017-02-23 | Ambor Structures, Inc. | Tower support structure |
| CN206174594U (en) * | 2016-10-27 | 2017-05-17 | 国脉科技股份有限公司 | Roofing concatenation formula pole setting connection structure |
| CN207960124U (en) * | 2017-12-28 | 2018-10-12 | 襄阳兆恒电气化器材有限公司 | A kind of railway communication bottom of tower holder structure |
-
2018
- 2018-07-03 CN CN201810711368.7A patent/CN108894495B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101487355A (en) * | 2009-02-23 | 2009-07-22 | 廖力锋 | Telegraph pole and its mounting and fixing method |
| US20170051470A1 (en) * | 2015-02-10 | 2017-02-23 | Ambor Structures, Inc. | Tower support structure |
| CN206174594U (en) * | 2016-10-27 | 2017-05-17 | 国脉科技股份有限公司 | Roofing concatenation formula pole setting connection structure |
| CN106382049A (en) * | 2016-11-24 | 2017-02-08 | 国网河南省电力公司平顶山供电公司 | Anti-seismic pole |
| CN207960124U (en) * | 2017-12-28 | 2018-10-12 | 襄阳兆恒电气化器材有限公司 | A kind of railway communication bottom of tower holder structure |
Also Published As
| Publication number | Publication date |
|---|---|
| CN108894495B (en) | 2020-04-24 |
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Effective date of registration: 20240110 Address after: 230000 B-2704, wo Yuan Garden, 81 Ganquan Road, Shushan District, Hefei, Anhui. Patentee after: HEFEI LONGZHI ELECTROMECHANICAL TECHNOLOGY Co.,Ltd. Address before: 518 Changxiang West Avenue, University Park, Zhenjiang City, Jiangsu Province Patentee before: ZHENJIANG College |