CN206034476U - Big board of transmission line basis construction equipment - Google Patents

Big board of transmission line basis construction equipment Download PDF

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Publication number
CN206034476U
CN206034476U CN201621056617.6U CN201621056617U CN206034476U CN 206034476 U CN206034476 U CN 206034476U CN 201621056617 U CN201621056617 U CN 201621056617U CN 206034476 U CN206034476 U CN 206034476U
Authority
CN
China
Prior art keywords
sleeve
rod
template group
precipitation
transmission line
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.)
Expired - Fee Related
Application number
CN201621056617.6U
Other languages
Chinese (zh)
Inventor
贾久军
田秋松
罗宇亮
王宝琳
马鸿斌
马春
周玉波
何振江
包力
刘晶晶
孙本林
鲍利林
刘建波
张祺
贾博
陆国智
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
State Grid Corp of China SGCC
State Grid Eastern Inner Mongolia Power Co Ltd
Original Assignee
State Grid Corp of China SGCC
State Grid Eastern Inner Mongolia Power Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by State Grid Corp of China SGCC, State Grid Eastern Inner Mongolia Power Co Ltd filed Critical State Grid Corp of China SGCC
Priority to CN201621056617.6U priority Critical patent/CN206034476U/en
Application granted granted Critical
Publication of CN206034476U publication Critical patent/CN206034476U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses a big board of transmission line basis construction equipment, including template group, four corners of template group set up anchor rod hole, set up the stock in the anchor rod hole, the stock top sets up the lug, template group is assembled through the forked tail structure by a plurality of template units and forms, set up a plurality of precipitation hole in the template group, the downthehole work portion that sets up of precipitation, work portion includes that the lower part is conical sleeve, the sleeve lower extreme sets up the screw hole along the axial, threaded hole internal thread connects the toper end cap, toper end cap upper end is fixed to set up the body of rod just body of rod up end is less than the sleeve up end, body of rod upper portion side sets up afterburning module. The utility model discloses not only can carry out precipitation to the soft foundation and handle, solve the inhomogeneous unstable problem of ground that leads to of precipitation moreover, can tear the transportation of piecing together, be convenient for simultaneously open and carry.

Description

A kind of big plate foundation construction device of transmission line of electricity
Technical field
This utility model is related to transmission line construction technical field, more particularly, to a kind of big plate foundation construction of transmission line of electricity Device.
Background technology
Based on the overall general designation of the under ground portion of electric power line pole tower.Its effect is the bar for supporting transmission line of electricity Tower.The species on basis is various, including rock build-in basis, digging foundation, basic notch cuttype, big plate basis and inclined inserting plate type base Plinth etc..With the continuous development that national grid is built, transmission line of electricity is ubiquitous, in the extra-high line ball in Tongliao City Zhalute Banner Many soft foundations are frequently encountered in the process of construction of road, and as the natural moisture content of soft foundation is excessive, low bearing capacity, in lotus Slip or consolidation settlement are also easy to produce under load effect, it is therefore desirable to which reinforcement process is carried out to soft foundation.Wherein, using big plate basis It is a kind of good method.The primary features on big plate basis are:Base plate is big, buried depth is shallow, base plate is relatively thin, two-way by base plate Arrangement of reinforcement is undertaken by pulling out, pushing the moment of flexure and shearing that cause with horizontal force on steel tower, and principal post calculates identical with ladder basis.With ladder Basis is compared, and buried depth is shallow, easily excavates shaping, and amount of concrete suitably can be reduced, but reinforcing bar amount increases more.
In order to prevent the differential settlement on the big plate basis of soft foundation, before excavation of foundation pit, need first to take precipitation to arrange Apply, traditional dewatering measure is directly punched on ground so that the water in ground to be discharged, and it is uneven that this dewatering measure has precipitation Even to cause ground unstable or even topple to cave in, this certainly will bring certain impact to construction safety and construction quality.For avoiding There is precipitation non-uniform phenomenon ground when precipitation is processed is carried out to soft foundation, need to design a new big plate foundation construction Device, can not only carry out precipitation process, and precipitation is uniform, substantially increases dewatering effect to soft foundation.
Utility model content
In view of this, the purpose of this utility model is for the deficiencies in the prior art, by Inner Mongol Zha Lute-Shandong green grass or young crops A kind of state ± 800 kilovolt UHVDC Transmission Lines engineering practice, there is provided the big plate foundation construction device of transmission line of electricity, can not only be right Soft foundation carries out precipitation process, and solving the problems, such as that precipitation is uneven causes ground unstable, while spelling, just can be torn open Carry in transport.
For reaching above-mentioned purpose, this utility model is employed the following technical solutions:
A kind of big plate foundation construction device of transmission line of electricity, including template group, four corners of the template group arrange anchor poles Anchor pole is set in hole, the bolthole, projection is set at the top of the anchor pole, the template group passes through swallow by some pieces of modular units Stern construction is assembled;
Several precipitation holes are set in the template group, work department is set in the precipitation hole, under the work department includes Sleeve of the portion for taper, the axially disposed screwed hole in the sleeve lower end, the screwed hole female thread connect taper plug, described Taper plug upper end is fixedly installed the body of rod and the body of rod upper surface is less than the sleeve upper surface, and the body of rod upper side sets Put reinforcing module.
Further, the sleeve upper end arranges backing plate.
Further, the reinforcing module is boosting-rod or through hole.
Further, the sleeve includes lower sleeve, and it is auxiliary that the lower sleeve upper end connects that several are sequentially connected from beginning to end Sleeve, the lower sleeve top and the auxiliary upper cartridge is helped to be respectively provided with external screw thread, the auxiliary sleeve lower inner surface sets The female thread being engaged with the external screw thread is put, the external diameter of the auxiliary sleeve is identical with the external diameter of the lower sleeve;The bar Body includes the lower body of rod for being fixedly installed on the taper plug upper end, and the lower body of rod top arranges card and sets some section head and the tail successively The connected upper body of rod.
Further, the template group bottom arranges anti-skid bulge.
Further, the backing plate bottom arranges the thread bush being engaged with the external screw thread.
The beneficial effects of the utility model are:
This utility model can not meet the construction needs on the big plate basis on soft foundation for existing dewatering measure, adopt Four corners used in template group arrange anchor pole, template group are fixed on the soft foundation for treating precipitation by anchor pole, while Several precipitation holes are set in template group, implement precipitation by being arranged on the work department in precipitation hole and punching on soft foundation; On the one hand template group does not so affect template group as one using assembled by dovetail configuration by some pieces of modular units Entirety is pressed on soft foundation in order to there is a uniform downward pressure to soft foundation, and then makes precipitation uniform, the opposing party Disassembled out in order to carry when not in use in face;In addition, the work department being arranged in precipitation hole includes bottom for taper Work department is being pressed into by sleeve, the axially disposed screwed hole in sleeve lower end, screwed hole female thread connection taper plug, taper plug Play a part of drill bit when in soft foundation, its cone point easily can be pressed into work department in ground, when work department pressure The depth for entering ground reaches taper plug screwed out screwed hole after requirement, the aquiform stool in ground can penetrate into sleeve in order to concentrate by Water is extracted out, and taper plug upper end is fixedly installed the body of rod and body of rod upper surface is less than sleeve upper surface, and body of rod upper side is arranged and added Power module, reinforcing module make which screw in screwed hole or screw out screwed hole for applying rotation to the body of rod, and reinforcing module can be Boosting-rod can also be through hole.This utility model can not only carry out precipitation process to soft foundation, and solve precipitation not The problem for uniformly causing ground unstable, while can tear spelling open, be readily transported carrying.
Description of the drawings
Fig. 1 is structure schematic front view of the present utility model.
Fig. 2 is structure schematic top plan view of the present utility model.
Structural representations of the Fig. 3 for utility model works portion.
Fig. 4 is A in Fig. 2 to cross-sectional view.
Another kind of structural representations of the Fig. 5 for utility model works portion.
Fig. 6 is this utility model another kind structure schematic front view.
Specific embodiment
With reference to the accompanying drawings and examples this utility model is further described.
Embodiment 1
As shown in Figures 1 to 4, the big plate foundation construction device of a kind of transmission line of electricity, including template group 1, the four of the template group 1 Individual corner arranges bolthole 2, arranges anchor pole 3 in the bolthole 2, arranges projection 4 at the top of the anchor pole 3, the template group 1 by 6 pieces of modular units 17 are assembled by 5 structure of dovetail.
Several precipitation holes 6 are set in the template group 1, work department is set in the precipitation hole 6, the work department includes Sleeve 7 of the bottom for taper, the axially disposed screwed hole 8 in 7 lower end of the sleeve, the connection taper of 8 female thread of the screwed hole are blocked up 9,9 upper end of taper plug is fixedly installed the body of rod 10 and 10 upper surface of the body of rod is less than 7 upper surface of the sleeve, described 10 upper side of the body of rod arranges reinforcing module 11.
7 upper end of the sleeve arranges backing plate 12.
The reinforcing module 11 is boosting-rod.
This utility model can not meet the construction needs on the big plate basis on soft foundation for existing dewatering measure, adopt Four corners used in template group arrange anchor pole, template group are fixed on the soft foundation for treating precipitation by anchor pole, while Several precipitation holes are set in template group, implement precipitation by being arranged on the work department in precipitation hole and punching on soft foundation; On the one hand template group does not so affect template group as one using assembled by dovetail configuration by some pieces of modular units Entirety is pressed on soft foundation in order to there is a uniform downward pressure to soft foundation, and then makes precipitation uniform, the opposing party Disassembled out in order to carry when not in use in face;In addition, the work department being arranged in precipitation hole includes bottom for taper Work department is being pressed into by sleeve, the axially disposed screwed hole in sleeve lower end, screwed hole female thread connection taper plug, taper plug Play a part of drill bit when in soft foundation, its cone point easily can be pressed into work department in ground, when work department pressure The depth for entering ground reaches taper plug screwed out screwed hole after requirement, the aquiform stool in ground can penetrate into sleeve in order to concentrate by Water is extracted out, and taper plug upper end is fixedly installed the body of rod and body of rod upper surface is less than sleeve upper surface, and body of rod upper side is arranged and added Power module, reinforcing module make which screw in screwed hole or screw out screwed hole for applying rotation to the body of rod, and reinforcing module can be Boosting-rod can also be through hole.This utility model can not only carry out precipitation process to soft foundation, and solve precipitation not The problem for uniformly causing ground unstable, while can tear spelling open, be readily transported carrying.
Embodiment 2
As shown in Figure 1, Figure 2, shown in Fig. 4 and Fig. 5, a kind of big plate foundation construction device of transmission line of electricity is including template group 1, described Four corners of template group 1 arrange bolthole 2, arrange anchor pole 3 in the bolthole 2, arrange projection 4, institute at the top of the anchor pole 3 State template group 1 assembled by 5 structure of dovetail by 6 pieces of modular units 17.
Several precipitation holes 6 are set in the template group 1, work department is set in the precipitation hole 6, the work department includes Sleeve 7 of the bottom for taper, the axially disposed screwed hole 8 in 7 lower end of the sleeve, the connection taper of 8 female thread of the screwed hole are blocked up 9,9 upper end of taper plug is fixedly installed the body of rod 10 and 10 upper surface of the body of rod is less than 7 upper surface of the sleeve, described 10 upper side of the body of rod arranges reinforcing module 11.
7 upper end of the sleeve arranges backing plate 12, and the backing plate 12 can increase the area of plane of sleeve upper end, it is to avoid in hammer Sleeve is damaged as contact area is little when hitting sleeve.
The reinforcing module 11 is through hole.
The sleeve 7 includes lower sleeve 71, and 71 upper end of the lower sleeve connects the auxiliary sleeve that 2 head and the tail are sequentially connected 72,71 top of the lower sleeve and 72 top of auxiliary sleeve are respectively provided with external screw thread 73, the auxiliary 72 bottom Nei Biao of sleeve Face arranges the female thread 74 being engaged with the external screw thread 73, the external diameter of the auxiliary sleeve 72 and the external diameter of the lower sleeve 71 It is identical;The body of rod 10 includes the lower body of rod 13 for being fixedly installed on 9 upper end of taper plug, and 13 top of the lower body of rod is arranged Card sets the upper body of rod 14 that some section head and the tail are sequentially connected, and the sleeve 7 and the body of rod 10 adopt segment type structure, Neng Gou An appropriate number of auxiliary sleeve and the upper body of rod are selected as needed can while meeting work department punching needs, so as to expand Range of application of the present utility model.
12 bottom of the backing plate arranges the thread bush 16 that is engaged with the external screw thread 73, the thread bush 16 with most go up one The external screw thread of section auxiliary upper cartridge is engaged, and drops, so as to improve work efficiency when preventing from hammering the backing plate.
Embodiment 3
As shown in fig. 6, which with the difference of embodiment 2 is:1 bottom of the template group arranges anti-skid bulge 15, described anti- Sliding raised 15 can increase the frictional force between the template group 1 and ground, and then carry out in drill process in the work department The displacement of template group 1 is prevented from, stability is increased.
During use, modular unit is bolted together by dovetail configuration and constitutes a complete template group, anchor pole is inserted Enter in bolthole and with fixed form group, will be shifted in preventing the course of work, subsequently will in its lower end press-in soft foundation Work department is put in precipitation hole and work department is pressed in the ground below precipitation hole by external force such as vibration hammer, hammer etc., when Taper plug is screwed out into screwed hole after reaching predetermined depth, the aquiform stool in ground can penetrate into sleeve in order to incite somebody to action by water pumper Water is concentrated and is extracted out, of course, it is possible to according to the precipitation hole of correct position and quantity in concrete geological condition selection template group and incite somebody to action In ground below work department press-in work department, so just precipitation work can be carried out to the water in the ground below template group uniformly Industry, not only increases precipitation efficiency, and is prevented from the differential settlement of ground in Precipitation Process;After dewatering operation is completed Anchor pole is extracted, and template group is disassembled carrying just can be easily accomplished for single modular unit.
Finally illustrate, above example only to illustrate the technical solution of the utility model and unrestricted, this area Other modifications or equivalent that those of ordinary skill is made to the technical solution of the utility model, without departing from this practicality The spirit and scope of new technique scheme, all should cover in the middle of right of the present utility model.

Claims (6)

1. the big plate foundation construction device of a kind of transmission line of electricity, it is characterised in that:Including template group, four corners of the template group Arrange, projection is set at the top of the anchor pole, the template group is by some pieces of template lists Unit is assembled by dovetail configuration;Several precipitation holes are set in the template group, work department, institute are set in the precipitation hole The sleeve that work department includes that bottom is taper is stated, the axially disposed screwed hole in the sleeve lower end, the screwed hole female thread connect Taper plug is connect, the taper plug upper end is fixedly installed the body of rod and the body of rod upper surface is less than the sleeve upper surface, institute State body of rod upper side and reinforcing module is set.
2. the big plate foundation construction device of a kind of transmission line of electricity according to claim 1, it is characterised in that:The sleeve upper end Backing plate is set.
3. the big plate foundation construction device of a kind of transmission line of electricity according to claim 1, it is characterised in that:The reinforcing module For boosting-rod or through hole.
4. the big plate foundation construction device of a kind of transmission line of electricity according to claim 2, it is characterised in that:The sleeve includes Lower sleeve, the lower sleeve upper end connect the auxiliary sleeve that several are sequentially connected from beginning to end, the lower sleeve top and described auxiliary Upper cartridge is helped to be respectively provided with external screw thread, the auxiliary sleeve lower inner surface arranges the female thread being engaged with the external screw thread, The external diameter of the auxiliary sleeve is identical with the external diameter of the lower sleeve;The body of rod includes being fixedly installed on the taper plug The lower body of rod at end, the lower body of rod top arrange card and set the upper body of rod that some section head and the tail are sequentially connected.
5. the big plate foundation construction device of a kind of transmission line of electricity according to any one of claims 1 to 3, it is characterised in that:Institute State template group bottom and anti-skid bulge is set.
6. the big plate foundation construction device of a kind of transmission line of electricity according to claim 4, it is characterised in that:The backing plate bottom The thread bush that setting is engaged with the external screw thread.
CN201621056617.6U 2016-09-18 2016-09-18 Big board of transmission line basis construction equipment Expired - Fee Related CN206034476U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201621056617.6U CN206034476U (en) 2016-09-18 2016-09-18 Big board of transmission line basis construction equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201621056617.6U CN206034476U (en) 2016-09-18 2016-09-18 Big board of transmission line basis construction equipment

Publications (1)

Publication Number Publication Date
CN206034476U true CN206034476U (en) 2017-03-22

Family

ID=58295498

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201621056617.6U Expired - Fee Related CN206034476U (en) 2016-09-18 2016-09-18 Big board of transmission line basis construction equipment

Country Status (1)

Country Link
CN (1) CN206034476U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110616716A (en) * 2019-09-18 2019-12-27 四川锦信建筑工程有限公司 Foundation pit net hanging anchoring guniting construction process and construction identification plate

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110616716A (en) * 2019-09-18 2019-12-27 四川锦信建筑工程有限公司 Foundation pit net hanging anchoring guniting construction process and construction identification plate
CN110616716B (en) * 2019-09-18 2021-08-06 四川锦信建筑工程有限公司 Foundation pit net hanging anchoring guniting construction process and construction identification plate

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20170322

Termination date: 20170918

CF01 Termination of patent right due to non-payment of annual fee