CN108789318B - Wind tower flat plate component storage and combination device - Google Patents
Wind tower flat plate component storage and combination device Download PDFInfo
- Publication number
- CN108789318B CN108789318B CN201810748606.1A CN201810748606A CN108789318B CN 108789318 B CN108789318 B CN 108789318B CN 201810748606 A CN201810748606 A CN 201810748606A CN 108789318 B CN108789318 B CN 108789318B
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- flat plate
- support
- vertical
- lateral
- supporting
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- 238000003860 storage Methods 0.000 title claims abstract description 37
- 230000008093 supporting effect Effects 0.000 claims abstract description 39
- 230000002787 reinforcement Effects 0.000 claims description 14
- 229910000831 Steel Inorganic materials 0.000 claims description 13
- 239000010959 steel Substances 0.000 claims description 13
- 238000003466 welding Methods 0.000 claims description 7
- 238000005520 cutting process Methods 0.000 claims description 5
- 230000003014 reinforcing effect Effects 0.000 claims description 3
- 235000017166 Bambusa arundinacea Nutrition 0.000 claims description 2
- 235000017491 Bambusa tulda Nutrition 0.000 claims description 2
- 241001330002 Bambuseae Species 0.000 claims description 2
- 235000015334 Phyllostachys viridis Nutrition 0.000 claims description 2
- 239000011425 bamboo Substances 0.000 claims description 2
- 239000002131 composite material Substances 0.000 claims description 2
- 238000004519 manufacturing process Methods 0.000 description 6
- 239000004567 concrete Substances 0.000 description 3
- 230000006378 damage Effects 0.000 description 2
- 238000010248 power generation Methods 0.000 description 2
- 238000003825 pressing Methods 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000011178 precast concrete Substances 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B25—HAND TOOLS; PORTABLE POWER-DRIVEN TOOLS; MANIPULATORS
- B25H—WORKSHOP EQUIPMENT, e.g. FOR MARKING-OUT WORK; STORAGE MEANS FOR WORKSHOPS
- B25H3/00—Storage means or arrangements for workshops facilitating access to, or handling of, work tools or instruments
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention discloses a storage combination device for flat plate components of a wind power tower, which comprises two lateral support tools which are oppositely and correspondingly arranged on a horizontal support surface, and a plurality of vertical support tools which are mutually parallel and arranged between the two lateral support tools, wherein each vertical support tool is used for correspondingly supporting the vertical load of one upright flat plate component, and the two lateral support tools are used for jointly supporting the component force of all the flat plate components in the lateral direction; any lateral support tool is fixed on the horizontal support surface, and the distance between the other lateral support tool and the two lateral support tools can be freely adjusted according to the number of the stored flat plate members. The problem of storing the flat plate member with long size, large weight and special structure can be conveniently solved.
Description
Technical Field
The invention belongs to the technical field of wind power generation, and particularly relates to a storage and combination device for flat plate components of a wind power tower.
Background
At present, the concrete tower is widely applied to wind power generation, the total height of the tower on the ground can reach 120 meters, the upper 40 meters are steel structure engineering, and the lower 80 meters are concrete structures. The 80 m concrete section is generally divided into a plurality of sections, each section of the precast concrete tower barrel at the lower part consists of 4 corner members and 4 flat plate members, wherein the sizes of all the corner members are consistent, one door opening is arranged in the first section of the flat plate member, and the other 3 sections are consistent in size; the dimensions of the second section to the fifth section of the flat plate component are consistent in each section.
The plate member and the corner member are connected by overhanging reinforcing steel bars, and grouting is performed at a gap formed at both ends. The upper section and the lower section of the corner component are connected by bolts, and an operation hole is reserved at the bottom of the upper section. The upper and lower sections of the flat plate section are not connected, and grouting is carried out at the joint.
In the manufacturing process of the wind power tower, the storage problem of each component can be related, for example, the weight of the flat plate component is large, the flat plate component has a special structure, and particularly, the transverse pre-buried reinforcing bars are arranged on the side edges, so that great difficulty is brought to storage, loading and unloading in the manufacturing process.
Disclosure of Invention
The invention aims at: the flat plate component storage combined device for the wind power tower can conveniently solve the problem of storage of flat plate components with long size, large weight and special structure.
The technical scheme of the invention is realized as follows: the storage combination device comprises two lateral support tools which are oppositely and correspondingly arranged on a horizontal support surface, and a plurality of vertical support tools which are mutually parallel and arranged between the two lateral support tools, wherein each vertical support tool corresponds to the vertical load of one lateral plate member, and the two lateral support tools jointly support the component force of all the plate members in the lateral direction; any lateral support tool is fixed on the horizontal support surface, and the distance between the other lateral support tool and the two lateral support tools can be freely adjusted according to the number of the stored flat plate members.
The vertical support tool comprises a rectangular bottom plate and a plurality of support bodies uniformly arranged along the length direction of the bottom plate, each support body comprises a support column and a support plate, the distance between every two adjacent support bodies is larger than the diameter of each transverse reinforcement pre-buried in the flat plate, a transverse reinforcement accommodating seam is formed, and the width of each support body in the length direction of the bottom plate is smaller than the distance between every two adjacent transverse reinforcements pre-buried in the flat plate.
According to the wind power tower flat plate component storage combined device, the bottom plate and the supporting plate are formed by cutting load-carrying steel plates, the supporting columns are formed by welding two equal-height channel steel on the bottom plate in opposite directions or in opposite directions, and the supporting plates are welded and fixed with the top end faces of the two channel steel in a flush manner.
According to the wind tower flat plate component storage combined device, the width of the support body in the width direction of the bottom plate is equal to the thickness of the step part of the flat plate component, wherein the step part is provided with transverse pre-buried reinforcing bars.
The length and width dimensions of the bottom plate are larger than those of a support body combination formed by all support bodies on the bottom plate, and the center of the support body combination coincides with the center of the bottom plate.
The invention relates to a wind tower flat plate component storage combined device, which comprises two same and oppositely arranged triangular brackets, wherein each triangular bracket comprises a bevel edge, a bottom edge and a vertical edge which are mutually vertical, and the two triangular brackets are connected into a whole through a plurality of horizontal transverse beams; the lateral support tool is arranged on the horizontal support surface through the bottom edge of the triangular bracket, and supports the lateral component force of the flat plate member through the vertical edge.
The invention relates to a wind power tower flat plate component storage combined device, wherein a triangular bracket also comprises a plurality of auxiliary supporting vertical beams connected with a bottom edge and a bevel edge; in each triangular bracket, an auxiliary supporting inclined beam is arranged between the auxiliary supporting vertical beam and the adjacent auxiliary supporting vertical beam or vertical edge.
The invention relates to a wind tower flat plate component storage combined device, wherein transverse beams are arranged between corner points corresponding to at least two triangular brackets.
The wind tower flat plate component storage combined device further comprises a strip-shaped foundation which is prefabricated on the horizontal supporting surface, the combined device is integrally arranged on the strip-shaped foundation along the length direction of the strip-shaped foundation, 1 bolt is embedded every 300mm on the strip-shaped foundation, and the movable lateral supporting tool can be freely fixed with each embedded bolt.
According to the wind tower flat plate component storage combined device, more than two groups of combined devices can be used in groups, and the combined devices are correspondingly arranged on the horizontal supporting surface in parallel in the length direction of the flat plate components, so that the number of vertical supporting tools of each flat plate component in the length direction is equal to that of the combined devices, and the storage stability of the flat plate components is improved.
The invention has the beneficial effects that: the vertical support tool forms effective support for the flat plate member in the vertical direction, and the distance between adjacent support bodies is larger than the diameter of the pre-buried transverse reinforcement of the flat plate member, so that the flat plate member is prevented from being deformed and damaged in the storage process, and the integral structure of the flat plate member is effectively protected; meanwhile, compared with the traditional flat-placed stacking, the flat plate member is stored sideways, and damage to the flat plate member and deformation in the length direction are avoided.
And the lateral support tool and the vertical support tool are combined to form an organic whole body for sharing the lateral component force of the flat plate member on the vertical support tool, thereby providing a complete solution for the problem of mass storage in the production process of the flat plate member.
Drawings
FIG. 1 is a front view of a storage assembly for flat components of the present invention;
FIG. 2 is a top view of the storage assembly of the flat components of the present invention;
FIG. 3 is a front view of the vertical support tooling of the present invention;
FIG. 4 is a top view of the vertical support tooling of the present invention;
fig. 5 is a front view of the lateral support tooling of the present invention.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more apparent, the present technology will be described in further detail with reference to the accompanying drawings and examples. It should be understood that the specific embodiments described herein are for purposes of illustration only and are not intended to limit the scope of the invention.
As shown in the figure, the wind tower flat plate component storage combination device comprises two lateral support tools 1 which are oppositely and correspondingly arranged on a horizontal support surface 3, and a plurality of vertical support tools 2 which are mutually parallel and arranged between the two lateral support tools 1, wherein each vertical support tool 2 correspondingly supports the vertical load of one lateral flat plate component 3, and the two lateral support tools 1 jointly support the component force of all the flat plate components 3 in the lateral direction; any lateral support tool 1 is fixed on the horizontal support surface 4, and the distance between the two lateral support tools 3 can be freely adjusted by the other lateral support tool 1 according to the number of the stored flat plate members 3.
The vertical support tool 2 comprises a rectangular bottom plate 21 and a plurality of support bodies 22 uniformly installed along the length direction of the bottom plate, each support body 22 comprises a support column 221 and a support plate 222, the distance between every two adjacent support bodies 22 is larger than the diameter of the transverse reinforcement 31 pre-buried in the flat plate member 3, a transverse reinforcement accommodating slit 23 is formed, and the width of each support body 22 in the length direction of the bottom plate 21 is smaller than the distance between every two adjacent transverse reinforcement 31 pre-buried in the flat plate member 3. The purpose of this arrangement is that, because the flat plate member 3 is pre-buried to be provided with a plurality of horizontal reinforcement bars 31 of even interval in the side to make things convenient for the installation of wind tower section of thick bamboo to job site, so if need place flat plate member 3 side by side, ordinary strutting arrangement will inevitably produce the destruction to horizontal reinforcement bars 31, and then destroys flat plate member 3's overall structure. Therefore, the vertical support tool 2 specially designed in the scheme well solves the storage problem because the transverse reinforcement accommodating slit 23 is arranged.
The whole vertical support tool 2 is made of steel, and the bottom plate 21 is formed by cutting a load-carrying steel plate; the support column 221 of the support body 22 is formed by welding two channel steel with equal height on the bottom plate 21 in opposite directions or in opposite directions, and the support plate 222 is also formed by cutting a load-carrying steel plate and is welded and fixed with the top end surfaces of the two channel steel in a flush manner. In practice, the vertical support tooling 2 can also be formed by pouring reinforced concrete, but has the great disadvantages of large weight, long manufacturing period and unchanged carrying, and is convenient to manufacture, light in weight and more friendly to the environment by cutting and welding steel, and the damaged vertical support tooling 2 can be recycled conveniently.
In further exemplary embodiments, the width of the support body 22 in the width direction of the bottom plate 21 is equal to the thickness of the step portion of the flat plate member 3 provided with the lateral reinforcement.
Preferably, the vertical support fixture 2 includes more than 2 supporting bodies 22 to increase the bearing area and strengthen the supporting effect.
The length and width dimensions of the bottom plate 21 are both larger than those of a support body combination formed by all support bodies 22 on the bottom plate 21, and the center of the support body combination coincides with the center of the bottom plate 21. Thus, the bottom plate 21 is ensured to have surplus for the combination of the supporting bodies on four sides, which is equivalent to increasing the width of the sole of the vertical supporting tool 2, so that the vertical supporting tool 2 has better stability on the horizontal supporting surface and is not easy to laterally overturn.
The lateral support tool 1 comprises two same and oppositely arranged triangular brackets, wherein each triangular bracket comprises a hypotenuse 13, a bottom edge 11 and a vertical edge 12 which are perpendicular to each other, and the two triangular brackets are connected into a whole through a plurality of horizontal transverse beams 14 (at least the transverse beams 14 are arranged between the corner points corresponding to the two triangular brackets); the lateral support tool 1 is placed on a horizontal support surface through the bottom edge 11 of the triangular bracket, and supports the lateral component force of the flat plate member 3 through the vertical edge 12.
The triangular bracket also comprises a plurality of auxiliary supporting vertical beams 15 which are connected with the bottom edge and the bevel edge; in each tripod, an auxiliary supporting diagonal beam 16 is arranged between the auxiliary supporting vertical beam 15 and the adjacent auxiliary supporting vertical beam 15 or vertical edge 12. The purpose of this is to further enhance the strength of the lateral support tooling 1 and the support force to the plate member 3.
The movable lateral support tool 1 is capable of being fixed with each embedded bolt freely. The whole stability of the supporting tool is enhanced, and the supporting tool can be freely adjusted according to the quantity of the stored flat plate members, so that the supporting tool has stronger adaptability to a production field.
In actual use, often be provided with the bar basis 4 that corresponds each other parallel more than 2 on horizontal holding surface, correspond on every bar basis 4 and set up a storage composite set, namely correspond on every bar basis 4 and be provided with the vertical support frock 2 of same quantity, arrange through the mode of bottom plate 21 mutual contact between two adjacent vertical support frock 2, can also carry out spot welding connection with the bottom plate 21 that deposits the frock in succession, in order to increase holistic support strength, when demolising, only need remove the welding point can, convenient and fast's characteristics have. Meanwhile, two ends of the plurality of vertical supporting tools 2 which are orderly arranged on each strip-shaped foundation 4 are respectively lapped with a longitudinal pressing beam (not shown in the figure) so as to integrally press two ends of all the vertical supporting tools 2 on the strip-shaped foundation 4, and the bottom plates 21 of the vertical supporting tools 2 at intervals of the longitudinal pressing beams can be fixed by spot welding so as to further enhance stability. The storage combination devices on the plurality of strip-shaped foundations 4 jointly form a storage combination device array, so that the number of vertical support tools 2 of each flat plate member 3 in the length direction is equal to the number of the storage combination devices, and the storage stability of the flat plate members is improved.
The foregoing description of the preferred embodiments of the invention is not intended to be limiting, but rather is intended to cover all modifications, equivalents, and alternatives falling within the spirit and principles of the invention.
Claims (7)
1. The utility model provides a wind-force tower section of thick bamboo dull and stereotyped component deposits composite set which characterized in that: the storage combination device comprises two lateral support tools which are oppositely and correspondingly arranged on the horizontal support surface, and a plurality of vertical support tools which are mutually parallel and arranged between the two lateral support tools, wherein each vertical support tool is used for correspondingly supporting the vertical load of one side-standing flat plate member, and the two lateral support tools jointly support the component force of all the flat plate members in the lateral direction; any lateral support tool is fixed on the horizontal support surface, and the distance between the other lateral support tool and the two lateral support tools can be freely adjusted according to the number of the stored flat plate members;
the vertical support tool comprises a rectangular bottom plate and a plurality of support bodies uniformly arranged along the length direction of the bottom plate, each support body comprises a support column and a support plate, the distance between every two adjacent support bodies is larger than the diameter of the transverse reinforcement pre-buried in the flat plate member, a transverse reinforcement accommodating seam is formed, and the width of a single support body in the length direction of the bottom plate is smaller than the distance between two adjacent transverse reinforcement pre-buried in the flat plate member;
the bottom plate and the supporting plate are formed by cutting load-carrying steel plates, the supporting columns are formed by welding two equal-height channel steel plates on the bottom plate in opposite directions or in opposite directions, and the supporting plate is welded and fixed with the top end faces of the two channel steel plates in a flush manner;
the width of the support body in the width direction of the bottom plate is equal to the thickness of the step part of the flat plate member, wherein the step part is provided with transverse embedded reinforcing bars.
2. The wind tower plate member storage assembly of claim 1, wherein: the length and width dimensions of the bottom plate are both larger than those of a support body combination formed by all support bodies on the bottom plate, and the center of the support body combination coincides with the center of the bottom plate.
3. The wind tower plate member storage assembly of claim 1, wherein: the lateral support tool comprises two same triangular brackets which are arranged oppositely, wherein each triangular bracket comprises a bevel edge, a bottom edge and a vertical edge which are perpendicular to each other, and the two triangular brackets are connected into a whole through a plurality of horizontal transverse beams; the lateral support tool is arranged on the horizontal support surface through the bottom edge of the triangular bracket, and supports the lateral component force of the flat plate member through the vertical edge.
4. A wind tower panel member storage assembly according to claim 3, wherein: the triangular bracket further comprises a plurality of auxiliary supporting vertical beams which are connected with the bottom edge and the bevel edge; in each triangular bracket, an auxiliary supporting inclined beam is arranged between the auxiliary supporting vertical beam and the adjacent auxiliary supporting vertical beam or vertical edge.
5. A wind tower panel member storage assembly according to claim 3, wherein: and transverse beams are arranged between the corner points corresponding to at least two triangular brackets.
6. The wind tower plate member storage assembly of claim 1, wherein: the movable lateral support tool is characterized by further comprising a strip-shaped foundation which is prefabricated on the horizontal support surface, the storage combination device is integrally arranged on the strip-shaped foundation along the length direction of the strip-shaped foundation, 1 bolt is embedded every 300mm on the strip-shaped foundation, and the movable lateral support tool can be freely fixed with each embedded bolt.
7. The wind tower plate member storage assembly of claim 1, wherein: the combination devices of more than two groups can be used in groups, and the combination devices are correspondingly arranged on the horizontal supporting surface in parallel in the length direction of the flat plate members, so that the number of vertical supporting tools of each flat plate member in the length direction is equal to the number of the combination devices, and the storage stability of the flat plate members is improved.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810748606.1A CN108789318B (en) | 2018-07-10 | 2018-07-10 | Wind tower flat plate component storage and combination device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810748606.1A CN108789318B (en) | 2018-07-10 | 2018-07-10 | Wind tower flat plate component storage and combination device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108789318A CN108789318A (en) | 2018-11-13 |
| CN108789318B true CN108789318B (en) | 2024-02-27 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810748606.1A Active CN108789318B (en) | 2018-07-10 | 2018-07-10 | Wind tower flat plate component storage and combination device |
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| Country | Link |
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| CN (1) | CN108789318B (en) |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1862192A (en) * | 2005-05-09 | 2006-11-15 | 乐金电子(天津)电器有限公司 | Egg container for refrigerator |
| EP2450295A1 (en) * | 2010-11-04 | 2012-05-09 | Beewen GmbH & Co. KG | Vertical storage device for containers and assembly comprising a shelf and a vertical storage device |
| CN202742559U (en) * | 2012-08-09 | 2013-02-20 | 英利能源（中国）有限公司 | Flaw piece fixing tool |
| CN204566095U (en) * | 2015-04-17 | 2015-08-19 | 贵州佳华数控工具有限公司 | A kind of for the semi-finished product milling cutter stacking adapter in tool sharpening |
| DE202015104110U1 (en) * | 2015-08-06 | 2015-08-21 | E-Make Co., Ltd. | Mounting structure of a tool cabinet |
| CN206440443U (en) * | 2017-01-16 | 2017-08-25 | 长沙理工大学 | A kind of lateral support device of the high-performance steel load test of variable height |
| CN208592819U (en) * | 2018-07-10 | 2019-03-12 | 中铁八局集团桥梁工程有限责任公司 | A kind of wind-force tower planar plate members storage combination unit |
-
2018
- 2018-07-10 CN CN201810748606.1A patent/CN108789318B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1862192A (en) * | 2005-05-09 | 2006-11-15 | 乐金电子(天津)电器有限公司 | Egg container for refrigerator |
| EP2450295A1 (en) * | 2010-11-04 | 2012-05-09 | Beewen GmbH & Co. KG | Vertical storage device for containers and assembly comprising a shelf and a vertical storage device |
| CN202742559U (en) * | 2012-08-09 | 2013-02-20 | 英利能源（中国）有限公司 | Flaw piece fixing tool |
| CN204566095U (en) * | 2015-04-17 | 2015-08-19 | 贵州佳华数控工具有限公司 | A kind of for the semi-finished product milling cutter stacking adapter in tool sharpening |
| DE202015104110U1 (en) * | 2015-08-06 | 2015-08-21 | E-Make Co., Ltd. | Mounting structure of a tool cabinet |
| CN206440443U (en) * | 2017-01-16 | 2017-08-25 | 长沙理工大学 | A kind of lateral support device of the high-performance steel load test of variable height |
| CN208592819U (en) * | 2018-07-10 | 2019-03-12 | 中铁八局集团桥梁工程有限责任公司 | A kind of wind-force tower planar plate members storage combination unit |
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| Publication number | Publication date |
|---|---|
| CN108789318A (en) | 2018-11-13 |
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Address after: Qinghua East Road in Qingbaijiang District of Chengdu City, Sichuan Province, No. 173 610300 Applicant after: No.7 Engineering Co., Ltd. of China Railway No.8 Engineering Group Co.,Ltd. Address before: Qinghua East Road in Qingbaijiang District of Chengdu City, Sichuan Province, No. 173 610300 Applicant before: BRIDGE ENGINEERING COMPANY OF CHINA RAILWAY NO.8 ENGINEERING GROUP Co.,Ltd. |
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