CN205857227U - A kind of wind power generation stepped hyollow foundation support - Google Patents

A kind of wind power generation stepped hyollow foundation support Download PDF

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Publication number
CN205857227U
CN205857227U CN201620816744.5U CN201620816744U CN205857227U CN 205857227 U CN205857227 U CN 205857227U CN 201620816744 U CN201620816744 U CN 201620816744U CN 205857227 U CN205857227 U CN 205857227U
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China
Prior art keywords
support column
power generation
wind power
bracket
generation stepped
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CN201620816744.5U
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Chinese (zh)
Inventor
张艳江
吕祥云
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Ruifeng Energy (wuhan) Engineering Technology Co Ltd
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Ruifeng Energy (wuhan) Engineering Technology Co Ltd
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Priority to CN201620816744.5U priority Critical patent/CN205857227U/en
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Abstract

This utility model relates to a kind of wind power generation stepped hyollow foundation support, including bracket and support column, support column is vertically arranged in the hollow part in wind power generation stepped hyollow foundation, and extend to outside hollow part, bracket is horizontally set on the top of support column, and fixing with support column be connected, the bottom of support column is provided with the first connecting plate, and support column is connected by the bottom of the first connecting plate with wind power generation stepped hyollow foundation.The beneficial effects of the utility model are: one of the present utility model wind power generation stepped hyollow foundation support, and simple in construction is solid and reliable, when wind power generation stepped construction, it is not necessary to fix earth anchor cage with crane, use manpower and material resources sparingly.

Description

A kind of wind power generation stepped hyollow foundation support
Technical field
This utility model relates to technical field of wind power generation, particularly relates to a kind of wind power generation stepped hyollow foundation support.
Background technology
When using earth anchor cage to connect generation power foundation of wind power and wind power tower drum, the fixing and support of earth anchor cage is needs , if the not consolidation that earth anchor cage is fixing, there is the situation of absent-mindedness, then causes prestige to wind power generation stepped in the problem considered emphatically The side of body, when to wind power generation stepped construction, is to be installed and fix earth anchor cage by crane mostly, and, adjust complete After the installation accuracy of earth anchor cage, crane just can withdraw scene, when simultaneously to multiple wind power generation stepped construct time, need be equipped with Multiple cranes, so make the utilization rate of crane reduce, and need to consume substantial amounts of manpower and materials.
Utility model content
Technical problem to be solved in the utility model is to provide a kind of simple in construction, when wind power generation stepped construction, no Need to fix earth anchor cage with crane, the wind power generation stepped hyollow foundation support used manpower and material resources sparingly.
The technical scheme that this utility model solves above-mentioned technical problem is as follows: a kind of wind power generation stepped hyollow foundation support, Including bracket and support column, support column is vertically arranged in the hollow part in wind power generation stepped hyollow foundation, and extends to hollow Outside position, bracket is horizontally set on the top of support column, and fixing with support column is connected, and the bottom of support column is provided with the first connection Plate, is supported and is connected by the bottom of the first connecting plate with wind power generation stepped hyollow foundation.
The beneficial effects of the utility model are: one of the present utility model wind power generation stepped hyollow foundation support, structure letter Single, solid and reliable, when wind power generation stepped construction, it is not necessary to fix earth anchor cage with crane, use manpower and material resources sparingly.
Further: support column is provided with four, and the bottom of four support columns is respectively equipped with the first connecting plate, and bracket is provided with four Individual, the most parallel and with other the intersecting vertical of four brackets are arranged, four brackets respectively with the top of two adjacent support columns Portion is connected.
Above-mentioned further scheme provides the benefit that: using four support columns, supporting & stablizing, four brackets can preferably be consolidated Determine earth anchor cage, solid and reliable.
Further: being provided with the head rod preventing support column from deforming between two adjacent support columns, first even Extension bar is provided with many groups in the axial direction of support column, and often group head rod includes four head rods.
Above-mentioned further scheme provides the benefit that: head rod can prevent the support column being vertically arranged from deforming, And the intensity of support column can be increased.
Further: being provided with the second connecting rod between two brackets be arrangeding in parallel, the second connecting rod is arranged on the two of bracket End.
Above-mentioned further scheme provides the benefit that: the second connecting rod can prevent bracket from deforming, and can increase bracket Intensity so that earth anchor cage can preferably be fixed by bracket.
Further: to be provided with the 3rd connecting rod between bracket and support column, the 3rd connecting rod is obliquely installed, the 3rd connecting rod One end is connected with bracket, and the other end of the 3rd connecting rod is connected with near bracket support column connected vertically with bracket.
Above-mentioned further scheme provides the benefit that: the 3rd connecting rod makes bracket and support column stable connection, it is ensured that The safety of wind power generation stepped hyollow foundation construction.
Further: each support column is divided into upper support column and lower support column, and the top of upper support column is connected with bracket, on The bottom of support column is fixed with the second connecting plate, and the top of lower support column is fixed with another the second connecting plate, two second Connecting plate is bolted.
Above-mentioned further scheme provides the benefit that: be bolted so that two convenient dismountings of the second connecting plate, Dagger is divided into upper support column and lower support column, facilitates the transport of support column and recycles.
Further: the two ends of bracket are equipped with the spiral shell being easy to be connected with the earth anchor cage in wind power generation stepped hyollow foundation Hole.
Above-mentioned further scheme provides the benefit that: bracket and earth anchor cage are used by connecting rod threadeds, and works as wind-force After the construction of power generation column hyollow foundation, the disassembling bolts that can will screw up with screw thread, bracket is applied to next job site, Bracket reusable edible.
Further: support column is H profile steel, bracket be cross sectional shape be the shaped steel of II type.
Above-mentioned further scheme provides the benefit that: H profile steel bending resistance is strong, lightweight, and construction is simple, bearing capacity By force, the such heavy construction of wind power generation stepped hyollow foundation it is suitable for.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the structural representation of front view of the present utility model;
Fig. 3 is the structural representation of top view of the present utility model.
In accompanying drawing, the list of parts representated by each label is as follows:
1, bracket, 2, support column, the 3, first connecting plate, 4, head rod, the 5, second connecting rod, the 6, the 3rd connecting rod, 7, screw, the 8, second connecting plate.
Detailed description of the invention
Being described principle of the present utility model and feature below in conjunction with accompanying drawing, example is served only for explaining this practicality Novel, it is not intended to limit scope of the present utility model.
As shown in Figure 1, Figure 2 and Figure 3, a kind of wind power generation stepped hyollow foundation support, including bracket 1 and support column 2, described Support column 2 is vertically arranged in the hollow part in wind power generation stepped hyollow foundation, and extends to outside hollow part, described bracket 1 Being horizontally set on the top of described support column 2, and fixing with described support column 2 be connected, the bottom of described support column 2 is provided with first Connecting plate 3, described support column 2 is connected with the bottom of wind power generation stepped hyollow foundation by described first connecting plate 3.
One of the present utility model wind power generation stepped hyollow foundation support, simple in construction, solid and reliable, wind power generation stepped During construction, it is not necessary to fix earth anchor cage with crane, use manpower and material resources sparingly.
Further: described support column 2 is provided with four, the bottom of four described support columns 2 is respectively equipped with described first and connects Plate 3, described bracket 1 is provided with four, and four the most parallel and with other intersecting vertical of described bracket 1 are arranged, four described torr Frame 1 top with two adjacent described support columns 2 respectively is connected, and uses four support columns 2, supporting & stablizing, four brackets 1 Can preferably fix earth anchor cage, solid and reliable.
It is provided with the head rod 4 preventing described support column 2 from deforming, institute between two adjacent described support columns 2 State head rod 4 and be provided with many groups in the axial direction of described support column 2, often organize described head rod 4 and include four described One connecting rod 4, head rod 4 can prevent the support column 2 being vertically arranged from deforming, and can increase the intensity of support column 2.
Being provided with the second connecting rod 5 between two the described brackets 1 be arrangeding in parallel, described second connecting rod 5 is arranged on described The two ends of bracket 1, the second connecting rod 5 can prevent bracket 1 from deforming, and can increase the intensity of bracket 1 so that bracket 1 can be relatively Good fixing earth anchor cage.
Being provided with the 3rd connecting rod 6 between described bracket 1 and described support column 2, described 3rd connecting rod 6 is obliquely installed, institute The one end stating the 3rd connecting rod 6 is connected with described bracket 1, and the other end of described 3rd connecting rod 6 is with close described bracket 1 also Described support column 2 connected vertically with described bracket 1 is connected, and the 3rd connecting rod 6 makes bracket 1 and support column 2 stable connection, Ensure that the safety that wind power generation stepped hyollow foundation is constructed.
Each described support column 2 is divided into upper support column and lower support column, and the top of upper support column is connected with described bracket 1 Connecing, the bottom of upper support column is fixed with described second connecting plate 8, and the top of lower support column is fixed with another described second company Fishplate bar 8, two described second connecting plates 8 are bolted so that two convenient dismountings of described second connecting plate 8, described Dagger 2 is divided into upper support column and lower support column, facilitates the transport of described support column 2 and recycles.
The two ends of described bracket 1 are equipped with the screw 7 being easy to be connected with the earth anchor cage in wind power generation stepped hyollow foundation, Bracket 1 and earth anchor cage are used by connecting rod threadeds, after wind power generation stepped hyollow foundation is constructed, can by with screw thread The disassembling bolts screwed up, applies to next job site, bracket 1 reusable edible by bracket 1.
Described support column 2 is H profile steel, and described bracket 1 is the shaped steel that cross sectional shape is II type, and H profile steel bending resistance is strong, weight Amount is light, and construction is simple, and bearing capacity is strong, is suitable for the such heavy construction of wind power generation stepped hyollow foundation.
One of the present utility model wind power generation stepped hyollow foundation support, uses crane to install in place by earth anchor cage and support After, crane can be withdrawn, for the construction of next wind power generation stepped hyollow foundation, it is not necessary to operation the most at the construction field (site), When using the wind power generation stepped hyollow foundation of concreting, reinforcing bar and the installation of template, the leveling of earth anchor cage, detection etc. can Being completed by support, the sound construction of support is reliable, it is ensured that the safety of wind power generation stepped hyollow foundation construction.
The foregoing is only preferred embodiment of the present utility model, not in order to limit this utility model, all in this practicality Within novel spirit and principle, any modification, equivalent substitution and improvement etc. made, should be included in guarantor of the present utility model Within the scope of protecting.

Claims (8)

1. a wind power generation stepped hyollow foundation support, it is characterised in that: include bracket (1) and support column (2), described support column (2) it is vertically arranged in the hollow part in wind power generation stepped hyollow foundation, and extends to outside hollow part, described bracket (1) water The flat top being arranged on described support column (2), and fixing with described support column (2) be connected, the bottom of described support column (2) is provided with First connecting plate (3), described support column (2) is by the bottom phase of described first connecting plate (3) with wind power generation stepped hyollow foundation Connect.
One the most according to claim 1 wind power generation stepped hyollow foundation support, it is characterised in that: described support column (2) Being provided with four, the bottom of four described support columns (2) is respectively equipped with described first connecting plate (3), and described bracket (1) is provided with four Individual, four the most parallel and with other intersecting vertical of described bracket (1) are arranged, and four described brackets (1) are respectively with adjacent The top of two described support columns (2) is connected.
One the most according to claim 2 wind power generation stepped hyollow foundation support, it is characterised in that: described in adjacent two Being provided with the head rod (4) preventing described support column (2) from deforming between support column (2), described head rod (4) exists The axial direction of described support column (2) is provided with many groups, often organizes described head rod (4) and includes four described head rods (4).
One the most according to claim 2 wind power generation stepped hyollow foundation support, it is characterised in that: two be arranged in parallel Being provided with the second connecting rod (5) between described bracket (1), described second connecting rod (5) is arranged on the two ends of described bracket (1).
One the most according to claim 2 wind power generation stepped hyollow foundation support, it is characterised in that: described bracket (1) with Being provided with the 3rd connecting rod (6) between described support column (2), described 3rd connecting rod (6) is obliquely installed, described 3rd connecting rod (6) one end is connected with described bracket (1), the other end of described 3rd connecting rod (6) with near described bracket (1) and with institute State bracket (1) described support column connected vertically (2) to be connected.
One the most according to claim 2 wind power generation stepped hyollow foundation support, it is characterised in that: each described support column (2) being divided into upper support column and lower support column, the top of described upper support column is connected with described bracket (1), described upper support column Bottom be fixed with the second connecting plate (8), the top of described lower support column is fixed with another described second connecting plate (8), Two described second connecting plates (8) are bolted.
7. according to the one wind power generation stepped hyollow foundation support described in any one of claim 1 to 6, it is characterised in that: described The two ends of bracket (1) are equipped with the screw (7) being easy to be connected with the earth anchor cage in wind power generation stepped hyollow foundation.
8. according to the one wind power generation stepped hyollow foundation support described in any one of claim 1 to 6, it is characterised in that: described Support column (2) is H profile steel, described bracket (1) be cross sectional shape be the shaped steel of II type.
CN201620816744.5U 2016-07-29 2016-07-29 A kind of wind power generation stepped hyollow foundation support Active CN205857227U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620816744.5U CN205857227U (en) 2016-07-29 2016-07-29 A kind of wind power generation stepped hyollow foundation support

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201620816744.5U CN205857227U (en) 2016-07-29 2016-07-29 A kind of wind power generation stepped hyollow foundation support

Publications (1)

Publication Number Publication Date
CN205857227U true CN205857227U (en) 2017-01-04

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Country Status (1)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112343772A (en) * 2020-11-05 2021-02-09 安孝长 Hollow foundation support of wind power generation tower

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112343772A (en) * 2020-11-05 2021-02-09 安孝长 Hollow foundation support of wind power generation tower

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