CN109680710A - The box-like basis of beam-board group and its construction method suitable for work transmission line - Google Patents
The box-like basis of beam-board group and its construction method suitable for work transmission line Download PDFInfo
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- CN109680710A CN109680710A CN201910150729.XA CN201910150729A CN109680710A CN 109680710 A CN109680710 A CN 109680710A CN 201910150729 A CN201910150729 A CN 201910150729A CN 109680710 A CN109680710 A CN 109680710A
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- lath
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/42—Foundations for poles, masts or chimneys
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/02—Foundation pits
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- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
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- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
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Abstract
The invention discloses a kind of box-like bases of beam-board group suitable for work transmission line, including bottom support layer, crossbeam frame and column, the bottom support layer includes the more laths being parallel to each other, the crossbeam frame includes multiple tiers of beams, each tiers of beams includes the more crossbeams being parallel to each other, the crossbeam of adjacent two tiers of beams is mutually perpendicular to and is detachably connected, the beam vertical of bottom tiers of beams is detachably connected in lath and with lath, and the tiers of beams of column and the top is detachably connected.Present invention production easy to process, while being easy to in-site installation, each structural elements versatility is high.A kind of construction method is also disclosed, includes the steps that excavation of foundation pit, foundation pit leveling, basis lifting and foundation pit backfill, construction efficiency is higher, and construction quality is good.
Description
Technical field
The present invention relates to power engineering apparatus fields, and in particular to a kind of beam suitable for work transmission line-board group conjunction
Formula basis and its construction method.
Background technique
Further to promote smart grid engineering construction ability, puts forth effort to promote the transformation of route construction mode, reinforce route and set
Meter, equipment, construction innovation are carried out transmission line of electricity overall process mechanized construction research and application, are realized from labor-intensive to dress
Standby intensive, technology-intensive type transformation.The development for promoting the mechanized construction of transmission line of electricity overall process uses assembling type base can be with
The batch production processing for realizing transmission line tower foundation, reduces live manual operation amount and flow chart, improves do mechanization operation
Degree improves construction efficiency, innovates work transmission line construction mode, promotes transmission line of electricity technical level.
Transmission line of electricity assembling type base generally uses two and more than two metal or concrete prefabricated element to pass through connection
Part on-site consolidation is composed, in the difficult area of water shortage, sandstone acquisition and using cast-in-place concrete basis difficulty
There is wide application prospect in line project.Currently, transmission line of electricity assembling type base pattern is varied, including concrete assembly
Formula basis, fashioned iron assembling type base, concrete slab and shape steel bracket assembling type base, steel reinforced concrete spread foundation etc..It adopts
With fashioned iron basis narrow scope of application, the resistance to corrosion of fashioned iron is weaker, shallower or soil corrosivity is strong in Groundwater buried depth
Area be not suitable for using, previous this kind of foundation pattern was mainly used in desert, Gobi Region.
In order to expand the use scope of assembling type base, the weakness of the antiseptic property difference of metal material, assembled base are overcome
The material of plinth generally uses Reinforced Concrete Materials.Previous steel reinforced concrete assembling basis broad form is bottom plate by reinforcing bar
Concrete slab composition, when foundation's bottom area is larger, each stave lengths are longer, and piece weight is heavier.
Summary of the invention
Technical problem to be solved by the invention is to provide a kind of component weights gently, is readily transported, can in high volume standardize
Production, the box-like basis of the fireballing beam-board group suitable for work transmission line of in-site installation and its construction method.
The technical proposal for solving the technical problem of the invention is: a kind of beam-board group suitable for work transmission line
Box-like basis, including bottom support layer, crossbeam frame and column, the bottom support layer include the more plates being parallel to each other
Item, the crossbeam frame include multiple tiers of beams, and each tiers of beams includes the more crossbeams being parallel to each other, adjacent two tiers of beams
Crossbeam is mutually perpendicular to and is detachably connected, and the beam vertical of bottom tiers of beams is detachably connected in lath and with lath, column
It is connect with the tiers of beams of the top.
Further, the crossbeam length of tiers of beams is sequentially reduced from bottom to up.
Further, each tiers of beams includes 2 crossbeams.
Further, the crossbeam of bottom tiers of beams is connected by bolt with lath, and the crossbeam of adjacent two tiers of beams passes through
Bolt is connected, and column is connected by bolt with the tiers of beams of the top;The column 1 includes vertical section and horizontal segment, described perpendicular
Straight section and horizontal segment are in inverted T-shaped, and vertical section is connected by pre-embedded bolt with top steel tower tower leg, and horizontal segment is by bolt under
Portion's crossbeam is connected.
Further, the distance between adjacent two lath is equal.
Further, the cross section of the lath and crossbeam is in rectangle.
The construction method on the box-like basis of above-mentioned beam-board group suitable for work transmission line, comprising the following steps:
A, excavation of foundation pit;
B, Foundation Pit bottom is grasped and is put down, then spread coarse sands layer or metalling as bed course;
C, each lath of bottom support layer is hung to Foundation Pit bottom using lifting appliance and put in place, recycle lifting
The crossbeam of each layer tiers of beams is successively hung to foundation pit and assembled in place by equipment, in this process, every one layer of tiers of beams of completion
Carry out the backfill of foundation pit after assembling, compacting is once when the every backfill 250mm of backfill is to 300mm thickness;
D, column is lifted to the top of crossbeam frame and is assembled in place, foundation pit is filled and led up and tamped.
Further, in step C, lath is placed in bed course, flushes the upper surface of bed course with the upper surface of lath.
Compared with prior art, the beneficial effects of the present invention are: bottom support layer of the invention, crossbeam frame and column
The stacked blending of group coagulates the box-like foundation structure system of Tu Liang-board group, and the system Path of Force Transfer is clear, and each member stress is reasonable.Each structure
Part is the solid of rule, small in size, light-weight, production and transportation easy to process, while being easy to in-site installation, each structure structure
Part versatility is high.It can be according to the different buried depth for the number of plies optimized integration for adjusting tiers of beams, to meet different basic uplift loads
Requirement for bearing capacity.
Detailed description of the invention
Fig. 1 is schematic front view of the invention;
Fig. 2 is schematic top plan view of the invention;
Fig. 3 is construction schematic diagram of the invention;
Appended drawing reference: 1-column;2-laths;3-crossbeams.
Specific embodiment
Present invention will be further explained below with reference to the attached drawings and examples.
A kind of box-like basis of beam-board group suitable for work transmission line of the invention, as depicted in figs. 1 and 2, including bottom
Portion's supporting layer, crossbeam frame and column 1, the bottom support layer include the more laths being parallel to each other 2, and lath 2 is strip
The rectangular slab of shape, cross section are also in rectangle, using precast slab, play the effect on the entire basis of support, the quantity of lath 2
It can be 5,6 and 7 etc., determined according to calculating, the present invention does not limit the quantity of lath 2.Adjacent two lath 2
The distance between according to calculate and detailing requiments determine, the distance between adjacent two lath 2 can be equal, i.e., lath 2 is uniformly set
It sets, so that every lath 2 is more uniformly stressed, the stability and load-bearing capacity on basis can be improved.Beam-board group of same model
In box-like basis, the size of lath 2 is consistent, and interchangeability is good, and versatility is stronger.
The crossbeam frame includes multiple tiers of beams, and each tiers of beams includes the more crossbeams being parallel to each other 3, and crossbeam 3 is
Reinforced beam, cross section are in rectangle, and whole is in cuboid.The quantity of the crossbeam 3 of each tiers of beams can be 2,3
Or more, it is preferred that each tiers of beams includes 2 crossbeams 3.3 length of crossbeam of each tiers of beams can be consistent, but in order to improve
The stability on the box-like basis of beam-board group of the present invention, 3 length of crossbeam of tiers of beams is sequentially reduced from bottom to up, so that entire crossbeam
Frame is that upper end is small, and the big pyramid in lower end, after being embedded to underground, stability is stronger, is able to bear bigger uplift load,
And since 3 length of the crossbeam on upper layer is shorter, is conducive to save material, be readily transported.The box-like basis of beam-board group of same model
In, the size positioned at the crossbeam 3 of the identical number of plies is consistent, and 3 size of crossbeam of such as tiers of beams of multiple concrete foundation top layers is complete
Portion is consistent, in this way, the crossbeam on the basis of different beam-board groups is box-like can be interchanged, component versatility is stronger, is conducive to quick group
Dress, is easy to implement mass production.The number of plies of tiers of beams can be according to requiring to be configured, such as 5 layers, 6 layers, 7 layers, the present invention
With no restriction.
The crossbeam 3 of adjacent two tiers of beams is mutually perpendicular to and is detachably connected, and the crossbeam 3 of bottom tiers of beams is perpendicular to lath
It 2 and is detachably connected with lath 2, column 1 is connect with the tiers of beams of the top.It specifically, can be in the upper of lath 2 and crossbeam 3
Cylindrical or cuboid positioning is arranged in the lower surface of crossbeam 3 and column 1 in the jack of the round perhaps rectangle of surface setting
Column, using positioning column with jack grafting, it can be achieved that crossbeam 3 and lath 2, crossbeam 3 and crossbeam 3 and column 1 and crossbeam 3 it is quick
Assembling enhances the stability that basis is set in entire assembly to improve bonding strength, and the crossbeam 3 of bottom tiers of beams passes through bolt
It is connected with lath 2, the crossbeam 3 of adjacent two tiers of beams is connected by bolt;The column 1 includes vertical section and horizontal segment, vertically
Section and the molding of horizontal segment formed by integrally casting, the vertical section and horizontal segment are in inverted T-shaped, and vertical section passes through pre-embedded bolt and top iron
Tower tower leg is connected, and horizontal segment is connected by bolt with lower beam.It is bolted securely, and operates more convenient.
Bottom support layer is set as multiple laths 2, and the volume and weight of lath 2 is small, is readily transported and constructs.The present invention is whole
Body is in stepped frame structure, and overall weight is smaller, each component detachable transportation, very convenient, and when construction also can be quick
Assembling guarantees construction efficiency.In addition, the box-like basis of beam-board group of the invention is that Path of Force Transfer is clear, each member stress is reasonable.
Each component is the solid of rule, production easy to process, while being easy to in-site installation, and each structural elements versatility is high.It can root
According to the different buried depth for the number of plies optimized integration for adjusting tiers of beams, to meet the requirement for bearing capacity of different basic uplift loads.
The construction method on the box-like basis of above-mentioned beam-board group suitable for work transmission line, comprising the following steps:
A, excavation of foundation pit.Before foundation excavation, drainage measure around building site flood control and foundation pit should be first carried out;When excavation of foundation pit,
Should be preferably continuous to excavate by construction drawing requirement slope, basic assembling should be carried out after the completion of excavation as early as possible, when reducing process interval
Between, shorten foundation pit exposure duration;It should be noted that excavation slope is stablized when excavation, can suitably slow down grade of side slope or setting branch when necessary
Support.
B, Foundation Pit bottom is grasped and is put down, foundation pit bottom answers multiple spot behaviour flat, keeps hole bottom substantially smooth, then spreads coarse sand or fine crushing
Masonry is bed course 4, then multiple spot behaviour puts down, and keeps full hole hole bottom smooth, basis is smoothly placed in foundation pit when being conducive to assembly, to guarantor
The box-like basic installation quality of card beam-board group plays an important role.The hardness of coarse sand or fine stone is much larger than soil, basic after compression
It will not deform, can steadily support concrete foundation, can prevent concrete foundation from tilting.
C, each lath 2 of bottom support layer is hung to Foundation Pit bottom using lifting appliance and put in place, recycled
Equipment is hung the crossbeam 3 of each layer tiers of beams is successively hung to foundation pit and is assembled in place.After lath 2 is hung in foundation pit, set lath 2
Enter in bed course 4, the upper surface of bed course 4 is flushed with the upper surface of lath 2.Connection through-hole has been preset on lath 2 and crossbeam 3, has been
Convenient for assembling, when to lath 2 and the lifting of crossbeam 3, bolt can be put into lath 2 and the preset connection of lower layer's crossbeam 3 is logical
Kong Zhong, it is subsequent lifting upper layer crossbeam 3 when, will be transferred after the connection through-hole alignment bolt on upper layer crossbeam 3, then again by nut
It is installed on bolt, lath 2 and crossbeam 3 is tensed.In this process, it is carried out after every assembling for completing one layer of tiers of beams primary
The gap of foundation pit is filled up in foundation pit backfill, guarantee, and compacting is primary when the every backfill 250mm of backfill is to 300mm thickness, guarantee concrete
The inbuilt stabilization in basis.
D, column 1 is lifted to the top of crossbeam frame and is assembled in place, foundation pit is filled and led up and tamped, as shown in Figure 3.
Claims (8)
1. a kind of box-like basis of beam-board group suitable for work transmission line, which is characterized in that including bottom support layer, crossbeam
Frame and column (1), the bottom support layer include the more laths being parallel to each other (2), and the crossbeam frame includes multiple
Tiers of beams, each tiers of beams include the more crossbeams being parallel to each other (3), and the crossbeam (3) of adjacent two tiers of beams is mutually perpendicular to and can
Dismantling connection, the crossbeam (3) of bottom tiers of beams are detachably connected perpendicular to lath (2) and with lath (2), column (1) with most
The tiers of beams of top is connected.
2. a kind of box-like basis of beam-board group suitable for work transmission line according to claim 1, which is characterized in that
Crossbeam (3) length of tiers of beams is sequentially reduced from bottom to up.
3. a kind of box-like basis of beam-board group suitable for work transmission line according to claim 1, which is characterized in that
Each tiers of beams includes 2 crossbeams (3).
4. a kind of box-like basis of beam-board group suitable for work transmission line according to claim 1, which is characterized in that
The crossbeam (3) of bottom tiers of beams is connected by bolt with lath (2), and the crossbeam (3) of adjacent two tiers of beams is connected by bolt;
The column (1) includes vertical section and horizontal segment, and the vertical section and horizontal segment are in inverted T-shaped, and vertical section passes through pre-embedded bolt
It is connected with top steel tower tower leg, horizontal segment is connected by bolt with lower beam.
5. a kind of box-like basis of beam-board group suitable for work transmission line according to claim 1, which is characterized in that
The distance between adjacent two lath (2) is equal.
6. a kind of box-like basis of beam-board group suitable for work transmission line according to claim 1, which is characterized in that
The cross section of the lath (2) and crossbeam (3) is in rectangle.
7. the construction method described in claim 1 to 6 suitable for the box-like basis of beam-board group of work transmission line, feature exist
In, comprising the following steps:
A, excavation of foundation pit;
B, Foundation Pit bottom is grasped and is put down, then spread coarse sands layer or metalling as bed course (4);
C, each lath (2) of bottom support layer is hung to Foundation Pit bottom using lifting appliance and put in place, recycle lifting
The crossbeam (3) of each layer tiers of beams is successively hung to foundation pit and assembled in place by equipment, in this process, one layer of tiers of beams of every completion
Assembling after carry out the backfill of foundation pit, compacting is once when the every backfill 250mm of backfill is to 300mm thickness;
D, column (1) is lifted to the top of crossbeam frame and is assembled in place, foundation pit is filled and led up and tamped.
8. the construction method on the box-like basis of beam-board group according to claim 7 suitable for work transmission line, feature
It is, in step C, lath (2) is placed in bed course (4), the upper surface of bed course (4) and the upper surface of lath (2) are flushed.
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CN201910150729.XA CN109680710A (en) | 2019-02-28 | 2019-02-28 | The box-like basis of beam-board group and its construction method suitable for work transmission line |
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CN201910150729.XA CN109680710A (en) | 2019-02-28 | 2019-02-28 | The box-like basis of beam-board group and its construction method suitable for work transmission line |
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110714476A (en) * | 2019-11-13 | 2020-01-21 | 湖北省电力勘测设计院有限公司 | Assembled transmission line shaft tower basis |
CN111485573A (en) * | 2020-03-19 | 2020-08-04 | 衡水衡源电力建设有限责任公司 | Transmission project prefabricated foundation installation and iron tower assembly coherent construction method |
CN113431077A (en) * | 2021-07-14 | 2021-09-24 | 中冶建工集团有限公司 | Tower crane foundation construction method |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN202298637U (en) * | 2011-07-22 | 2012-07-04 | 杜兴文 | Energy-saving environment-friendly tower foundation |
CN109386007A (en) * | 2018-11-27 | 2019-02-26 | 中国电力工程顾问集团西北电力设计院有限公司 | Assembled for transmission line of electricity bores column-sheet-pile composite foundation and its construction method |
-
2019
- 2019-02-28 CN CN201910150729.XA patent/CN109680710A/en active Pending
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN202298637U (en) * | 2011-07-22 | 2012-07-04 | 杜兴文 | Energy-saving environment-friendly tower foundation |
CN109386007A (en) * | 2018-11-27 | 2019-02-26 | 中国电力工程顾问集团西北电力设计院有限公司 | Assembled for transmission line of electricity bores column-sheet-pile composite foundation and its construction method |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110714476A (en) * | 2019-11-13 | 2020-01-21 | 湖北省电力勘测设计院有限公司 | Assembled transmission line shaft tower basis |
CN110714476B (en) * | 2019-11-13 | 2024-04-19 | 湖北省电力勘测设计院有限公司 | Assembled transmission line shaft tower basis |
CN111485573A (en) * | 2020-03-19 | 2020-08-04 | 衡水衡源电力建设有限责任公司 | Transmission project prefabricated foundation installation and iron tower assembly coherent construction method |
CN113431077A (en) * | 2021-07-14 | 2021-09-24 | 中冶建工集团有限公司 | Tower crane foundation construction method |
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Application publication date: 20190426 |