CN208669527U - Pylon half space, pylon and wind power generating set - Google Patents
Pylon half space, pylon and wind power generating set Download PDFInfo
- Publication number
- CN208669527U CN208669527U CN201821431954.8U CN201821431954U CN208669527U CN 208669527 U CN208669527 U CN 208669527U CN 201821431954 U CN201821431954 U CN 201821431954U CN 208669527 U CN208669527 U CN 208669527U
- Authority
- CN
- China
- Prior art keywords
- pylon
- half space
- platform
- tower wall
- bearing diagonal
- 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.)
- Active
Links
- 239000004567 concrete Substances 0.000 claims abstract description 29
- 210000001624 hip Anatomy 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 17
- 238000009434 installation Methods 0.000 abstract description 9
- 230000009194 climbing Effects 0.000 abstract description 7
- 230000000284 resting effect Effects 0.000 abstract description 3
- 238000004873 anchoring Methods 0.000 description 9
- 238000003466 welding Methods 0.000 description 7
- 238000010586 diagram Methods 0.000 description 6
- 238000013461 design Methods 0.000 description 5
- 229910000831 Steel Inorganic materials 0.000 description 4
- 239000000853 adhesive Substances 0.000 description 4
- 230000001070 adhesive effect Effects 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 239000011150 reinforced concrete Substances 0.000 description 3
- 239000002689 soil Substances 0.000 description 3
- 239000012634 fragment Substances 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000010248 power generation Methods 0.000 description 1
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/70—Wind energy
- Y02E10/72—Wind turbines with rotation axis in wind direction
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/70—Wind energy
- Y02E10/728—Onshore wind turbines
Landscapes
- Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
Abstract
The utility model provides a kind of pylon half space, pylon and wind power generating set.The pylon half space includes: platform body, and platform body is detachably connected on the tower wall of the close ladder of the concrete segment of pylon；Bearing diagonal portion, bearing diagonal portion are connected obliquely between platform body and tower wall, with support platform ontology.The pylon half space resting space of the utility model is big, light structure and is easy to construction and installation, meets O&M demand of the Field Force when climbing the concrete segment of pylon.
Description
Technical field
The utility model relates to technical field of wind power generation, more particularly, to a kind of pylon half space, pylon and wind
Power generator group.
Background technique
Wind-power generating unit tower height shows the trend developed to 100m or more, to adapt to this demand, is proposed
Prefabricated steel reinforced concrete pylon.With the increase of wind-power generating unit tower height, the height of prefabricated steel reinforced concrete pylon concrete segment is not yet
It is disconnected to increase, difficulty is brought for the climbing of field maintenance person.
Fig. 1 is the existing pylon half space for wind power generating set.Fig. 2 is the top view of Fig. 1.Such as Fig. 1 and Fig. 2
It is shown, ladder guidance type elevator is configured in wind-power generating unit tower, because of the shadow of the structures design such as its contents layout
It rings, the existing pylon half space for wind power generating set only includes the telescopic rest pedal being mounted on ladder 1
2, rest uses when climbing for personnel.Ladder 1 be mounted on pylon and including two upright bars 3 and setting two upright bars 3 it
Between horizontal treadle 4.It is pivotably connected between rest pedal 2 and ladder 1, so that rest pedal 2 can connect with horizontal treadle 4
It is back and forth pivoted between the operating position of touching and the evacuation position of separate horizontal treadle 4.However, this rest pedal 2 makes actual
It will lead to rebound in time after 2 use of rest pedal with the problem of middle installation because of some productions and avoid position, especially constructing
Stage influences the climbing of personnel.In addition, this structure because its rest pedal 2 trample area it is too small due to cause personnel cannot get
Rest well.If increasing the size of rest pedal 2, and it is current to will affect elevator.Therefore, as prefabricated steel reinforced concrete pylon is mixed
Solidifying soil section height be continuously increased and the actual demand of live O&M and construction, the structure of rest pedal form are not able to satisfy scene
O&M and construction demand.
The tower internal diameter of concrete segment is larger, if increasing a leveling platform for Field Force's rest, with tower wall
It is welded and fixed a little more, needs in the pre-buried a large amount of built-in fitting of concrete segment, so that construction speed is difficult to ensure, and increase existing
Field construction volume, extends construction period, while tower weight at least will increase 4t or so.In addition, with the increasing of concrete segment height
Add, the quantity of half space is consequently increased, and the weight that certainly will will cause pylon increases.In addition, if increasing among concrete segment
Leveling platform is added also to will cause construction hoisting difficulty of electrical cabinet body etc..As can be seen that there are shortcomings for leveling platform.
Therefore, it needs to design a kind of light structure, be easy to construction and installation and rest enough can be provided for operating personnel and is empty
Between pylon half space.
Utility model content
For the deficiencies in the prior art, one of the purpose of this utility model is to solve above-mentioned to deposit in the prior art
One or more problems.For example, one of the purpose of this utility model is to provide a kind of pylon half space, it is existing to solve
Some rest pedals trample area it is too small and the problem of cause operating personnel to be unable to get effective rest, the structure for flattening platform is multiple
Miscellaneous, weight weighs and is not easy to the problem of installation.
The one side of the utility model provides a kind of pylon half space.The pylon half space includes: platform body, is put down
Playscript with stage directions body is detachably connected on the tower wall of the close ladder of the concrete segment of pylon；Bearing diagonal portion, the inclination of bearing diagonal portion
Ground is connected between platform body and tower wall, with support platform ontology.
Optionally, platform body may include: horizontal pane frame body, and horizontal pane frame body is connected with each other by least three supporting beams
It is formed；Platform board, platform board cover horizontal pane frame body.
Optionally, the shape for the opening that at least three supporting beams are surrounded can substantially fan annular, rectangle, triangle or
It is trapezoidal.
Optionally, horizontal pane frame body may include the isosceles trapezoid for being joined end to end by four supporting beams and being formed, horizontal pane
Frame body includes: two first level supporting beams, and two first level supporting beams form two waists of isosceles trapezoid；Two second
Horizontal shore, two the second horizontal shores are respectively formed the top and bottom of isosceles trapezoid；Two extensions, two extensions
Portion extends towards tower wall from the end of the close tower wall of two first level supporting beams respectively and is detachably connected to tower
On barrel, so that bottom is separated with tower wall.
Optionally, bearing diagonal portion may include: two bearing diagonal beams, the first end of two bearing diagonal beams respectively with two
The connection of one horizontal shore, the second end of each bearing diagonal beam are detachably connected on tower wall.
Optionally, pylon half space may also include that extension support portion, extend support portion from horizontal pane frame body towards ladder
Extend；Platform board covering extends support portion.
Optionally, pylon half space may also include guardrail, and guardrail includes: fence body, and fence body surrounds platform sheet
The periphery of body is vertically arranged；Divider gate, divider gate are mounted in fence body；Locking member, locking member are used for guardrail
Door lock is together in fence body.
Optionally, guardrail may also include limiting component, and limiting component may include the baffle being mounted on the inside of divider gate, with limit
Divider gate external-open processed.
Optionally, divider gate can be articulated with fence body by hinge assembly.
The another aspect of the utility model provides a kind of pylon.The pylon includes being arranged along the vertical direction of pylon in tower
The one or more half space as described above of the concrete segment of frame.
The another aspect of the utility model provides a kind of wind power generating set.The wind power generating set includes as described above
Pylon.
The pylon half space of the utility model have the advantage that 1), the pylon half space of the utility model, have
Enough resting spaces meet O&M demand of the Field Force when climbing pylon concrete segment, meet safety standard；2), originally
The pylon half space of utility model uses modularized design, does not increase the workload at scene, while reducing pylon concrete
Installation accuracy problem caused by section construction；3), the pylon half space structure of the utility model is simple, light, does not influence pylon
Weight；4), the pylon half space of the utility model reduces the quantity of pylon concrete segment built-in fitting to the maximum extent, contracting
Short construction period；5), the pylon half space of the utility model avoids the cabinet body at scene because of its fine structure design
Lifting construction is difficult.
Detailed description of the invention
The exemplary embodiment of the utility model, the exemplary reality of the utility model are more fully described by referring to accompanying drawing
The above and other aspect for applying example will be apparent, in which:
Fig. 1 is the existing pylon half space for wind power generating set；
Fig. 2 is the top view of Fig. 1；
Fig. 3 is the perspective view according to the pylon half space of the utility model exemplary embodiment；
Fig. 4 is the schematic diagram of another angle of the pylon half space of Fig. 3；
Fig. 5 is platform body, bearing diagonal portion and the schematic diagram for extending support portion shown in Fig. 3, wherein removes platform
Plate；
Fig. 6 is the perspective view of the guardrail in Fig. 3；
Fig. 7 is the schematic diagram of another angle of the guardrail in Fig. 3.
Description of symbols:
1: ladder, 2: rest pedal, 3: upright bar, 4: horizontal treadle, 10: platform body, 11: first level supporting beam, 12 Hes
12': the second horizontal shore, 13: platform board, 14: the first connecting plates, 15: the first fasteners, 16: extension, 20: bearing diagonal
Portion, 21: bearing diagonal beam, 22: the second connecting plates, 23: the second fasteners, 30: extension support portion, 40: guardrail, 41: fence body,
42: divider gate, 43: locking member, 44: baffle, 45: hinge assembly, 46: skirting board, 47: third connecting plate, 48: third fastening
Part, 49: stop nut.
Specific embodiment
Hereinafter, it will be described in detail in conjunction with attached drawing and exemplary embodiment flat according to the rest of the utility model pylon
Platform, pylon and wind power generating set.
It will be appreciated that the use of term first, second etc. can not indicate sequence or importance, but can be used
Term first, second etc. distinguishes a component with another component.
For the maintenance and construction demand for meeting Field Force, the factor of tower weight is combined, the utility model provides
A kind of pylon half space is installed near ladder a kind of for personnel's rest in the concrete segment of wind-power generating unit tower
Platform.
Fig. 3 is the perspective view according to the pylon half space of the utility model exemplary embodiment.Fig. 4 is the pylon of Fig. 3
The schematic diagram of another angle of half space.Fig. 5 is platform body 10, bearing diagonal portion 20 and the extension support portion shown in Fig. 3
30 schematic diagram, wherein remove platform board 13.
The pylon half space of exemplary embodiment according to the present utility model includes: platform body 10, platform body 10
The concrete segment of pylon is detachably connected on the tower wall of ladder；Bearing diagonal portion 20, bearing diagonal portion 20 obliquely connect
It connects between the tower wall of the concrete segment of platform body 10 and pylon, with support platform ontology 10.Pass through the coagulation in pylon
The pylon half space is arranged in soil section, provides enough resting spaces for operating personnel, solves Field Force in pylon
The difficulty effectively rested is unable to get when climbing in concrete segment, meets Field Force when climbing the concrete segment of pylon
O&M demand.
The platform sheet of the pylon half space of exemplary embodiment according to the present utility model is described referring to Fig. 3 to Fig. 5
Body 10.Platform body 10 may include the horizontal pane frame body surrounded by least three supporting beams and the platform for covering horizontal pane frame body
Plate 13.The shape for the opening that at least three supporting beams are surrounded can substantially fan annular, rectangle, triangle or trapezoidal, but this
Utility model is without being limited thereto, and the shape of opening is not limited to above-mentioned shape, can also be other suitable shapes.
As shown in Figures 3 to 5, horizontal pane frame body includes the isosceles trapezoid for being joined end to end by four supporting beams and being formed.Water
Flat frame body includes: two first level supporting beams 11, and two first level supporting beams 11 form two waists of isosceles trapezoid；
Two the second horizontal shores 12 and 12 ', two the second horizontal shores 12 and 12 ' are respectively formed the top and bottom of isosceles trapezoid
Portion；Two extensions 16 extend from the end of the close tower wall of two first level supporting beams 11 towards tower wall respectively and can
It is releasably connected on tower wall, so that the bottom of isosceles trapezoid is separated with tower wall.Extension 16 can be first level
The extended a part of supporting beam 11, extension 16 can be formed as one with first level supporting beam 11.But the utility model is not
It is limited to this, the quantity of extension 16 can be set as one or more according to actual needs.Extension 16 can also be formed as with
The different structure of first level supporting beam 11, such as one extended from the bottom of isosceles trapezoid towards tower wall can be set into
Extension board, specific structure is herein with no restrictions.Further, it is also possible to it is not provided with extension 16, and directly by horizontal pane frame body
Bottom is detachably connected on tower wall.In the present embodiment, two extensions 16 are respectively from two first level supporting beams
The end of 11 close tower wall extends towards tower wall, and each extension 16 and tower wall are detachably connected.Specifically, often
A extension 16 is close to the fastening of one end of tower wall (for example, threaded connection, pin joint, rivet interlacement, anchoring piece connection, adhesive
Connection, welding etc.) there is the first connecting plate 14, it is formed on the first connecting plate 14 for the first fastener (for example, bolt, pin, riveting
Nail, anchoring piece etc.) 15 through-holes passed through, the first fastener 15 pass through the first connecting plate 14 on through-hole with it is pre-buried on tower wall
Part connection, so that extension 16 is anchored on tower wall.But the utility model is without being limited thereto, can also use known in the art
Other detachable connection methods extension 16 is fastened on tower wall.Preferably, the confession first on the first connecting plate 14 is tight
The through-hole that firmware 15 passes through is formed as slotted hole, such as waist-shaped hole, in order to adjust the installation site of the first fastener 15, thus
It reduces because of the built-in fitting quantity of pylon concrete segment and because the problems such as difficult to install caused by construction precision.
Platform board 13 is mounted on two first level supporting beams 11 and two the second horizontal shores 12 and 12', with
At least cover the horizontal pane frame body as defined by two first level supporting beams 11 and two the second horizontal shores 12 and 12'
Opening.As shown in Figure 3 and Figure 4, the opening surrounded due to first level supporting beam 11 and the second horizontal shore 12 and 12' is substantially
To be trapezoidal, thus, platform board 13 is arranged to substantially trapezoidal shape flat shape.However, the utility model is without being limited thereto, work as opening
When being generally triangular in shape, fanning the other shapes such as annular or rectangle, platform board 13 can have corresponding with opening shape three
Other suitable shapes such as angular, fan annular or rectangle.As long as being convenient for that is, platform board 13 can cover above-mentioned opening
Personnel stand.To meet the requirement stood, platform board 13 needs to form the region for being enough to stand for personnel, for example, 0.5m
The standing area of × 0.5m.
Bearing diagonal portion 20 may include two bearing diagonal beams 21.As shown in figure 5, two bearing diagonal beams 21 are correspondingly connected with to two
First level supporting beam 11, so that bearing diagonal beam 21, first level supporting beam 11 shape together with the second horizontal shore 12 and 12'
At stable bearing diagonal frame structure, optimize the stress condition of pylon half space.The first end of each bearing diagonal beam 21 and the
The connection of one horizontal shore 11 (for example, welding, be anchored, rivet, be bonded etc.), the second end of each bearing diagonal beam 21 is removably
It is connected on tower wall.For example, each bearing diagonal beam 21 is fastened to tower wall by the second connecting plate 22.Specifically, each oblique
Fastening is (for example, threaded connection, pin joint, rivet interlacement, anchoring piece connection, adhesive connection, welding in the second end of supporting beam 21
Deng) have the second connecting plate 22, the second connecting plate 22 by the second fastener 23 (for example, bolt, pin, rivet, anchoring piece etc.) with
The connection of tower wall.The through-hole passed through for the second fastener 23 is formed on second connecting plate 22, the second fastener 23 passes through second
Through-hole on connecting plate 22 is connect with the built-in fitting on tower wall, so that the second end of bearing diagonal beam 21 is anchored on tower wall
On.But the utility model is without being limited thereto, other detachable connection methods known in the art can also be used bearing diagonal beam 21
Second end be fastened on tower wall.Preferably, be formed as long for the through-hole that the second fastener 23 passes through on the second connecting plate 22
Circular hole, such as waist-shaped hole, in order to adjust the installation site of the second fastener 23.The second end of each bearing diagonal beam 21 is anchored on
Position on tower wall needs to avoid the isostructural position of fragment parting, lockset of the concrete segment of pylon.Although in addition, scheming
3, which show bearing diagonal portion 20 into Fig. 5, includes two bearing diagonal beams 21, but the utility model is without being limited thereto, tiltedly props up as needed
Support part 20 may include multiple bearing diagonal beams 21, to meet the structure stress needs of pylon half space.
Optionally, first level supporting beam 11, the second horizontal shore 12 and 12', extension 16 and bearing diagonal beam 21
It can be made of C-type steel.However, the embodiments of the present invention are without being limited thereto, first level supporting beam 11, the second horizontal shore
The cross section of 12 and 12', extension 16 and bearing diagonal beam 21 also can have for example, T shape, H-shaped, circle or other conjunctions such as rectangular
Suitable shape.
Since the position that the second end of bearing diagonal beam 21 is anchored on tower wall is limited, such as need to avoid the mixed of pylon
The isostructural position of fragment parting, lockset of solidifying soil section, thus there is interval between platform body 10 and ladder, it is larger when being spaced
When, in the presence of the risk fallen when personnel reach platform body 10 from ladder.For this purpose, pylon half space may also include from horizontal pane
The extension support portion 30 that frame body extends to ladder, to reduce the distance between pylon half space and ladder, it is ensured that operating personnel
It can be safely round-trip between ladder and pylon half space.Specifically, as shown in figure 5, extending support portion 30 from two the
The first level supporting beam 11 of close ladder in one horizontal shore 11 extends to ladder, for example, extending 200mm~400mm.
But the utility model is without being limited thereto, and the development length for extending support portion 30 can be according between first level supporting beam 11 and ladder
Distance adjustment, as long as keeping personnel safe and smooth round-trip between pylon half space and ladder.Platform board 13 covers
Lid extends support portion 30.In the present embodiment, extending support portion 30 may include three third horizontal shores, three third water
Flat supporting beam forms oblong openings around a part of first level supporting beam 11, and platform board 13 covers this and rectangular opens
Mouthful.But the utility model is without being limited thereto, and it is other that extension support portion 30 may be arranged as generally trapezoidal, triangle, fan annular etc.
Suitable shape.Extend support portion 30 by setting, reduces the distance between pylon half space and ladder, in order to personnel's energy
It is enough that pylon half space is smoothly reached from ladder.
Fig. 6 is the perspective view of the guardrail 40 in Fig. 3.Fig. 7 is the schematic diagram of another angle of the guardrail 40 in Fig. 3.
In embodiment, pylon half space may also include the guardrail 40 being arranged in around platform body 10.Such as Fig. 6 and figure
Shown in 7, guardrail 40 may include fence body 41, divider gate 42 and locking member 43.Fence body 41 is around platform body 10
Periphery is vertically arranged.In embodiment, fence body 41 includes more upright bars and cross bar, wherein more cross bars are by more upright bars
It links up to form intersection construction.Upright bar bottom end fastening (for example, threadeds connection, pin joint, rivet interlacement, anchoring piece connection, glue
Mixture connection, welding etc.) there is third connecting plate 47, third connecting plate 47 is by third fastener 48 (for example, bolt, pin, riveting
Nail, anchoring piece etc.) it is connect with the outer edge of platform board 13.As shown in figure 3, third fastener 48 passes through 47 peace of third connecting plate
Platen 13, and pass through first level supporting beam 11, the second horizontal shore 12 and 12' and extend support portion 30, thus will shield
Column 40, platform body 10, bearing diagonal portion 20 and extension support portion 30 link together.But the utility model is without being limited thereto, may be used also
By guardrail 40, platform body 10, bearing diagonal portion 20 and to extend support using other detachable connection methods known in the art
Portion 30 connects.
Divider gate 42 is articulated with fence body 41 by hinge assembly 45.Hinge assembly 45 includes first axle plate, second
Flap and the 4th fastener (for example, bolt, pin, rivet, anchoring piece etc.), wherein first axle plate fastens (for example, screw thread
Connection, pin joint, rivet interlacement, anchoring piece connection, adhesive connection, welding etc.) on divider gate 42；The fastening of second hinge plate
(for example, threaded connection, pin joint, rivet interlacement, anchoring piece connection, adhesive connection, welding etc.) in fence body 41, and with
First axle plate is oppositely arranged Face to face；4th fastener passes through the through-hole on first axle plate and second hinge plate thus will
First axle plate is connected with second hinge plate, and the diameter of the 4th fastener is less than the through-hole on first axle plate and second hinge plate
Diameter, first axle plate and second hinge plate are rotated using the 4th fastener as articulated shaft.But the utility model
Without being limited thereto, hinge assembly 45 can also be using structures such as guidees.
Locking member 43 is used to for divider gate 42 being locked on fence body 41, and locking member 43 includes guide and can be inserted into
The bolt of the guide, wherein guide is mounted in fence body 41 and divider gate 42.During O&M, when personnel climb to
When the position of pylon half space, bolt is removed, opens divider gate 42；Personnel close divider gate 42 after entering pylon half space
And bolt is plugged, so that personnel have security protection on pylon half space.Preferably, stop nut 49 is also set up on bolt,
To prevent bolt from falling.
Optionally, guardrail 40 may also include limiting component.As shown in fig. 7, limiting component may include opening to divider gate 42
Two baffles 44 that range plays position-limiting action are closed, baffle 44 is mounted on 42 inside of divider gate and has and can connect with guardrail ontology 41
The length of touching, so that divider gate 42 can be opened inwardly, but when divider gate 42 outwardly opens, baffle 44 is by guardrail ontology 41
It blocks, so that 42 external-open of divider gate is limited, to avoid external-open divider gate 42 inconvenient and dangerous to personnel's bring.
Optionally, guardrail 40 may also include skirting board 46, and skirting board 46 fixed (for example, welding) is under fence body 41
Portion.
Using the utility model pylon half space when, can first by platform body 10, bearing diagonal portion 20, extend support
Portion 30 and guardrail 40 are fastened integrally mounted by fastener, are transported to scene as integral module after being completed,
Then the concrete segment of pylon is fixedly mounted on by fastener (that is, two the first fasteners 15 and two second fasteners 23)
On.Only there are four fixed interface positions for the pylon half space structure of the utility model, reduce the quantity of built-in fitting, reduce
Because of installation question caused by concrete construction precision.
Another aspect according to the present utility model provides a kind of pylon.The pylon may include setting along the vertical direction of pylon
Set the one or more pylon half space as described above in the concrete segment of pylon.Wherein, in multiple pylon half spaces
Interval between two adjacent pylon half spaces can be 10~20m, but not limited to this.
Another aspect according to the present utility model provides a kind of wind power generating set.The wind power generating set may include as above
The pylon.
To sum up, aiming at the problem that being unable to get effective rest when current Field Force climbs the concrete segment of pylon, this reality
With a kind of pylon half space of the novel concrete segment for providing pylon that wind power generating set is arranged in, have rest empty
Between it is big, structure is simple, install convenient and it is easy to use the advantages that.Compared with prior art, the pylon rest of the utility model is flat
Platform solves the lifting stage, and the concrete segment that Field Force climbs pylon is unable to get the difficulty effectively rested, pylon rest
Platform only provides the space of rest, does not influence the lifting of electrical cabinet body.Meanwhile the pylon half space of the utility model uses mould
Block design structure, the O&M and construction demand, the workload at the scene of reducing that can effectively meet scene solve scene and apply
The problems such as work is difficult, and concrete installation error is big；In addition, increasing by one in the concrete segment of pylon along tower wall with existing
The leveling platform of setting is compared, and the utility model reduces the weight of pylon half space, and weight is only 0.2t or so, is shortened
Construction period.
It, to those skilled in the art will be obvious although describing utility model referring to example embodiment
, can be made various changes and modifications in the case where not departing from the spirit and scope of utility model.It will therefore be appreciated that
, above-described embodiment is not limiting, but illustrative.Therefore, the range of utility model will by claims and
The widest admissible explanation of its equivalent should not be restricted or limitation to determine by the description of front.
Claims (11)
1. a kind of pylon half space, which is characterized in that the pylon half space includes:
Platform body (10), the platform body (10) are detachably connected to the close ladder of the concrete segment of the pylon
On tower wall；
Bearing diagonal portion (20), the bearing diagonal portion (20) be connected obliquely the platform body (10) and the tower wall it
Between, to support the platform body (10).
2. pylon half space according to claim 1, which is characterized in that the platform body (10) includes:
Horizontal pane frame body, the horizontal pane frame body are surrounded by least three supporting beams；
Platform board (13), the platform board (13) cover the horizontal pane frame body.
3. pylon half space according to claim 2, which is characterized in that at least three supporting beam was surrounded opens
Mouth is generally shaped like fan annular, rectangle, triangle or trapezoidal.
4. pylon half space according to claim 2, which is characterized in that the horizontal pane frame body includes being supported by four
Beam joins end to end and the isosceles trapezoid that is formed, and the horizontal pane frame body includes:
Two first level supporting beams (11), two first level supporting beams (11) form two waists of the isosceles trapezoid
Portion；
Two the second horizontal shores (12,12'), two second horizontal shores (12,12') are respectively formed the isosceles
Trapezoidal top and bottom,
Two extensions (16), two extensions (16) are respectively from the close institute of two first level supporting beams (11)
The end for stating tower wall extends towards the tower wall and is detachably connected on the tower wall, so that the bottom and institute
Tower wall is stated to separate.
5. pylon half space according to claim 4, which is characterized in that the bearing diagonal portion (20) includes:
Two bearing diagonal beams (21), the first end of described two bearing diagonal beams (21) respectively with described two first level supporting beams
(11) it connects, the second end of each bearing diagonal beam (21) is detachably connected on the tower wall.
6. pylon half space according to claim 2, which is characterized in that the pylon half space further include:
Extend support portion (30), the extension support portion (30) extends from the horizontal pane frame body towards the ladder；
The platform board (13) covers the extension support portion (30).
7. pylon half space according to claim 2, which is characterized in that the pylon half space further includes guardrail
(40), the guardrail (40) includes:
Fence body (41), the fence body (41) are vertically arranged around the periphery of the platform body (10)；
Divider gate (42), the divider gate (42) are mounted on the fence body (41)；
Locking member (43), the locking member (43) are used to the divider gate (42) being locked on the fence body (41).
8. pylon half space according to claim 7, which is characterized in that the guardrail (40) further includes limiting component,
The limiting component includes the baffle (44) being mounted on the inside of the divider gate (42), to limit the divider gate (42) external-open.
9. pylon half space according to claim 7, which is characterized in that the divider gate (42) passes through hinge assembly
(45) fence body (41) are articulated with.
10. a kind of pylon, which is characterized in that the pylon includes that the pylon is arranged in along the vertical direction of the pylon
The one or more half space as claimed in any one of claims 1-9 wherein of concrete segment.
11. a kind of wind power generating set, which is characterized in that the wind power generating set includes tower as described in claim 10
Frame.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821431954.8U CN208669527U (en) | 2018-08-31 | 2018-08-31 | Pylon half space, pylon and wind power generating set |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821431954.8U CN208669527U (en) | 2018-08-31 | 2018-08-31 | Pylon half space, pylon and wind power generating set |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208669527U true CN208669527U (en) | 2019-03-29 |
Family
ID=65841382
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821431954.8U Active CN208669527U (en) | 2018-08-31 | 2018-08-31 | Pylon half space, pylon and wind power generating set |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208669527U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110307124A (en) * | 2019-06-11 | 2019-10-08 | 浙江运达风电股份有限公司 | A kind of concrete tower tower bottom platform |
| CN113513450A (en) * | 2021-08-20 | 2021-10-19 | 中国华能集团清洁能源技术研究院有限公司 | Fan structure and platform supporting seat for stress diffusion thereof |
-
2018
- 2018-08-31 CN CN201821431954.8U patent/CN208669527U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110307124A (en) * | 2019-06-11 | 2019-10-08 | 浙江运达风电股份有限公司 | A kind of concrete tower tower bottom platform |
| CN113513450A (en) * | 2021-08-20 | 2021-10-19 | 中国华能集团清洁能源技术研究院有限公司 | Fan structure and platform supporting seat for stress diffusion thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN208669527U (en) | Pylon half space, pylon and wind power generating set | |
| CN207144449U (en) | A kind of hoistway operation platform | |
| CN207048345U (en) | Construction discharge platform device | |
| CN207144428U (en) | A kind of easy-to-dismount building scaffold | |
| CN209585673U (en) | A kind of adjustable protecting device of lift well | |
| CN209538551U (en) | A kind of assembled stair | |
| CN208267415U (en) | Cast-in-place concrete stair roof plate template and riding track mutually use temporary support system | |
| CN207776470U (en) | A kind of building side column protective platform | |
| CN212103679U (en) | A construction platform for installation of assembled tower | |
| CN205476420U (en) | Modular steel cat ladder | |
| CN209082950U (en) | A kind of construction security platform | |
| CN201610632U (en) | Self-climbing construction platform | |
| CN208039666U (en) | Assembled stairs module | |
| CN207846427U (en) | A kind of upper and lower walkway of assembled foundation pit | |
| CN204662501U (en) | A kind of pass in and out immersed tube vertical occasional passage | |
| CN203947769U (en) | Cooling tower bottom ring beam concrete cast-in-situ steel truss form bracing system | |
| CN205976412U (en) | Integrated platform of encorbelmenting of boundary beam formwork protection | |
| CN109205502A (en) | Climbing type material platform | |
| CN205617771U (en) | Construction operation platform and pipe -line transportation integrated device in high residential building elevartor shaft | |
| CN201649607U (en) | Overhung-type outer wall scaffold | |
| CN209482687U (en) | A kind of Super High exterior frame column construction operation platform | |
| CN206844610U (en) | Reinforced indoor individual layer scaffold | |
| CN105442870B (en) | A kind of integrated moveable house | |
| CN215714676U (en) | Arch bridge construction operation platform | |
| CN110565931A (en) | Assembled scaffold for road construction |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |