CN210112589U - Support frame for peach tree planting - Google Patents
Support frame for peach tree planting Download PDFInfo
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- CN210112589U CN210112589U CN201920835636.6U CN201920835636U CN210112589U CN 210112589 U CN210112589 U CN 210112589U CN 201920835636 U CN201920835636 U CN 201920835636U CN 210112589 U CN210112589 U CN 210112589U
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- concrete column
- hole
- support frame
- shear
- holes
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- 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
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A40/00—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
- Y02A40/10—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in agriculture
- Y02A40/25—Greenhouse technology, e.g. cooling systems therefor
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Abstract
The utility model discloses a peach is planted and is used support frame, include the concrete column as the big-arch shelter stand, the bottom of concrete column still is provided with the first through-hole that link up the concrete column, still includes the shear force pole that length is longer than first through-hole length, just the shear force pole can insert in the first through-hole. The structural design of the support frame can ensure that the greenhouse can be supported more reliably, and the structural stability of the greenhouse and the service life of the greenhouse are facilitated.
Description
Technical Field
The utility model relates to an agricultural equipment technical field especially relates to a peach is planted and is used support frame.
Background
Greenhouses have been widely used in agricultural production to provide a relatively stable growing environment for the planted objects, achieve high yield of agricultural products, produce out of season and eliminate the dependence of crops on growing areas.
The greenhouse is used for peach tree planting and mainly aims at off-season morning market and off-season evening market. In the prior art, greenhouse peaches are used for peach varieties such as round red, spring snow, gardner rock, new warehouse prescription, morning dew flat, red honey flat, marigold, memory fragrant honey, Yingshuhong and the like.
The structural stability of the greenhouse is the guarantee of smooth production of greenhouse peaches, and the service life of the greenhouse determines the planting benefit of the greenhouse peaches.
The technical problem to be solved by the technical personnel in the field is to optimize and design the structure of the existing greenhouse for planting peach trees so that the greenhouse can better serve agricultural production.
SUMMERY OF THE UTILITY MODEL
To the structure of the current big-arch shelter that is used for planting the peach tree that above-mentioned proposes to make it can be better serve agricultural production, be the technical problem that the skilled person needs a lot of solution, the utility model provides a support frame is used in peach tree planting. The structural design of the support frame can ensure that the greenhouse can be supported more reliably, and the structural stability of the greenhouse and the service life of the greenhouse are facilitated.
To the above problem, the utility model provides a pair of support frame for peach tree is planted solves the problem through following technical essential: the utility model provides a peach is planted and is used support frame, includes the concrete column as the big-arch shelter stand, the bottom of concrete column still is provided with the first through-hole that link up the concrete column, still includes the shear force pole that length is longer than first through-hole length, just the shear force pole can insert in the first through-hole.
Because the growth cycle and the bearing age of the peach trees are long, in order to enable the greenhouse for producing greenhouse peaches to have longer working life as far as possible, the greenhouse is generally manufactured by using concrete columns as the upright columns of the greenhouse ceiling. Concrete installation of concrete column does: the lower end is embedded into soil of the greenhouse peach land. However, because the local problem of subsiding of soil to single concrete column, its crooked and subside that produce in the use all can lead to the supporting effect to the ceiling to reduce, and the last supporting effect reduces not only the barrier propterty that influences the big-arch shelter, influences the life of big-arch shelter simultaneously.
In the scheme, the first through hole is formed in the bottom of the concrete column, the shear rod is embedded into the first through hole, the length of the shear rod is longer than that of the first through hole, and the shear rod is a rod piece capable of being subjected to shearing force when in use. Therefore, when the concrete column foundation pit is used specifically, after the concrete column foundation pit is excavated, the bottom of the concrete column is embedded into the foundation pit, the shear rod is inserted into the first through hole, and then the foundation pit is backfilled. Therefore, when the soil is locally settled, the support of the bottom side of the shear rod and the shear rod are sheared through the soil, the concrete column can be restrained from sinking and skewing, and the purposes of ensuring the support performance of the opposite-top greenhouse and optimizing the structural stability of the greenhouse and the service life of the greenhouse are achieved.
Meanwhile, when the concrete column is manufactured, the pipeline forming the first through hole is pre-buried when the concrete column is poured, and the concrete column also has the characteristic of convenience in manufacturing; in the scheme, the split type design of the concrete column and the shear rods can enable the concrete column to use different shear rods, and the shear rods can also be used on different concrete columns, so that the use cost and the scrapping condition are considered, and the production cost of greenhouse peaches can be reduced.
The further technical scheme is as follows:
for through the shear force pole for the concrete column all has the anti skew performance of ideal to a plurality of directions, sets up to: the number of the shear rods is multiple, the number of the first through holes is multiple, and the number of the shear rods is equal to that of the first through holes;
each first through hole is matched with a shear rod;
the axial directions of the first through holes are different from each other. In this scheme, set up to quantity equals, when the application promptly, all imbeds a shear bar in each first through-hole.
As a convenient manufacturing, and the concrete column when using, the technical scheme that all directions all have comparatively even anti skew performance sets up to: the number of the shear rods and the number of the first through holes are both 2, the axes of the two first through holes are mutually vertical, and the axis direction of each first through hole is vertical to the length direction of the concrete column;
the two first through holes are distributed at different positions in the length direction of the concrete column. The position selection of the two first through holes aims to conveniently embed the shear rod so as to enable the middle part of the shear rod to be matched with the first through holes as far as possible.
Because the shear force pole buries the ground when using and uses, as a long service life, the shear force pole that use cost is low realizes the scheme, sets up to: the shear rod is of a columnar concrete structure embedded with steel bars. As a person skilled in the art, the shear bar may be a metal bar.
Because the big-arch shelter needs to adopt many concrete columns to support, and the mode commonly used is that the concrete column arranges into the multirow, and the support position of being in the concrete column upper end of same row to the rack is in same height, and the support position of the concrete column upper end to the rack of different rows is in different heights, and the support position of different row concrete column upper ends to the rack needs makes the ceiling obtain the canopy face of slope. To single concrete column, concrete column upper end support position height is not for required height in the pre-buried back, and in the concrete column use, also can appear not the settlement of equidimension between the different concrete columns, to this problem, as a convenient realization scheme who adjusts concrete column to ceiling strong point height, sets up to: the concrete column is characterized by also comprising a pocket groove connected to the top end of the concrete column, wherein a groove body space with an upward opening is arranged on the pocket groove;
the pocket groove is connected with the concrete column through a steel structure column, and the steel structure column is made of stainless steel. In this scheme, above cell body space is as the accommodation space of upper end rack promptly, adopts this scheme, after concrete column takes place the small size and subsides, the accessible sets up parallels etc. in the cell body space, and the parallels is as the intermediate junction spare between cell body space bottom and the ceiling above; when the settlement amplitude that takes place to the concrete column can not utilize and set up the parallels in order to realize supporting the correction in the cell body space, under the condition of not being under construction to concrete column below ground, the accessible cutting behind the steel construction post, utilize the repair material to carry out increase welded mode to the steel construction post and compensate the settlement that the concrete column takes place: after the steel structure column is cut off, one section of weldable material is welded between the sections of the steel structure column to increase the total length of the steel structure column. The selection of the materials of the steel structure column can ensure that the steel structure column can maintain the required mechanical property for a long time.
As an easy-to-obtain and long-service-life pocket groove implementation form, the pocket groove implementation form is set as follows: the pocket groove is made of stainless steel channel steel.
To the scheme that sets up the parallels more, for protection top rack, after preferably adopting the jacking rack again imbed the parallels in the clearance between the cell body space that obtains and the ceiling, for the rack of convenient jacking top, set up to: the bottom edge of the pocket groove is also provided with a second through hole which penetrates through the upper end and the lower end of the bottom edge, and the axis direction of the second through hole is parallel to the length direction of the concrete column;
the projection of the second through hole along its axis to the top of the concrete column falls on the top surface of the concrete column. In this scheme, when the second through-hole was as jacking top rack, corresponding jacking instrument passed the hole in pocket groove. The axis definition and the corresponding projection position definition of the second through hole aim to utilize the top surface of the concrete column as a supporting surface of a corresponding jacking tool when jacking the ceiling. The jacking tool can adopt a screw jack, a hydraulic jack and the like.
For avoiding the local atress of concrete column top surface too big and make the concrete column upper end suffer destruction, set up to: and a top plate which is a metal plate is also fixed on the top surface of the concrete column, and the projection of the second through hole to the top of the concrete column along the axis of the second through hole is fallen on the top plate.
Preferably, the top plate and the steel structure column are both embedded, and when the concrete column is prepared, a reliable connection relation is formed between the top plate and the concrete column.
The utility model discloses following beneficial effect has:
in the scheme, the first through hole is formed in the bottom of the concrete column, the shear rod is embedded into the first through hole, the length of the shear rod is longer than that of the first through hole, and the shear rod is a rod piece capable of being subjected to shearing force when in use. Therefore, when the concrete column foundation pit is used specifically, after the concrete column foundation pit is excavated, the bottom of the concrete column is embedded into the foundation pit, the shear rod is inserted into the first through hole, and then the foundation pit is backfilled. Therefore, when the soil is locally settled, the support of the bottom side of the shear rod and the shear rod are sheared through the soil, the concrete column can be restrained from sinking and skewing, and the purposes of ensuring the support performance of the opposite-top greenhouse and optimizing the structural stability of the greenhouse and the service life of the greenhouse are achieved.
Meanwhile, when the concrete column is manufactured, the pipeline forming the first through hole is pre-buried when the concrete column is poured, and the concrete column also has the characteristic of convenience in manufacturing; in the scheme, the split type design of the concrete column and the shear rods can enable the concrete column to use different shear rods, and the shear rods can also be used on different concrete columns, so that the use cost and the scrapping condition are considered, and the production cost of greenhouse peaches can be reduced.
Drawings
Fig. 1 is a schematic structural view of a specific embodiment of a support frame for peach tree planting according to the present invention;
fig. 2 is a top view of a pocket groove in an embodiment of the support frame for peach tree planting of the present invention.
The labels in the figure are respectively: 1. concrete column, 2, shear bar, 3, first through-hole, 4, roof, 5, steel construction column, 6, pocket groove, 7, second through-hole.
Detailed Description
The present invention will be described in further detail with reference to the following examples, but the present invention is not limited to the following examples:
example 1:
as shown in fig. 1, the support frame for peach tree planting comprises a concrete column 1 serving as a greenhouse upright post, wherein a first through hole 3 penetrating through the concrete column 1 is further formed in the bottom of the concrete column 1, the support frame further comprises a shear rod 2 with the length longer than that of the first through hole 3, and the shear rod 2 can be inserted into the first through hole 3.
Because the growth cycle and the bearing age of the peach trees are long, in order to enable the greenhouse for producing greenhouse peaches to have longer working life as far as possible, the greenhouse is generally manufactured by using the concrete columns 1 as the upright columns of the greenhouse ceiling. Concrete installation of concrete column 1 does: the lower end is embedded into soil of the greenhouse peach land. However, because the local problem of subsiding of soil, to single concrete column 1, its crooked and the sinking that produces in the use all can lead to the supporting effect reduction to the ceiling, and the last supporting effect reduction not only influences the barrier propterty of big-arch shelter, influences the life of big-arch shelter simultaneously.
In the scheme, the first through hole 3 is formed in the bottom of the concrete column 1, the shear rod 2 is used for being embedded into the first through hole 3, the length of the shear rod 2 is longer than that of the first through hole 3, and the shear rod 2 is a rod piece capable of being subjected to shearing force when in use. Therefore, when the concrete pile foundation pit is used specifically, after the foundation pit of the concrete pile 1 is excavated, the bottom of the concrete pile 1 is embedded into the foundation pit, meanwhile, the shear rod 2 is inserted into the first through hole 3, and then the foundation pit is backfilled. Therefore, when the soil is locally settled, the concrete column 1 can be restrained from sinking and inclining by shearing the shear rods 2 and the supports at the bottom sides of the shear rods 2 through the soil, and the purposes of ensuring the support performance of the top shed and optimizing the structural stability of the shed and the service life of the shed are achieved.
Meanwhile, when the concrete column 1 is manufactured, the pipeline forming the first through hole 3 is pre-buried when the concrete column is poured, and the concrete column also has the characteristic of convenience in manufacturing; in this scheme, concrete column 1 can use different shear force pole 2 with the split type design of shear force pole 2 for concrete column 1, and shear force pole 2 does use on different concrete column 1, like this, from use cost and the condemned condition on the consideration, this scheme can reduce the cost of big-arch shelter peach production.
Example 2:
as shown in fig. 1, the present embodiment is further defined on the basis of embodiment 1: for through shear bar 2 for concrete column 1 all has the anti skew performance of ideal to a plurality of directions, sets up to: the number of the shear rods 2 is multiple, the number of the first through holes 3 is multiple, and the number of the shear rods 2 is equal to that of the first through holes 3;
each first through hole 3 is matched with a shear rod 2;
the axial directions of the first through holes 3 are different from each other. In this scheme, set up to quantity equals, when the application promptly, all imbeds a shear bar 2 in each first through-hole 3.
Example 3:
as shown in fig. 1, the present embodiment is further defined on the basis of embodiment 2: as a convenient manufacturing, and concrete column 1 when using, the technical scheme that each side all has comparatively even anti skew performance sets up to: the number of the shear rods 2 and the number of the first through holes 3 are both 2, the axes of the two first through holes 3 are mutually vertical, and the axis direction of each first through hole 3 is vertical to the length direction of the concrete column 1;
the two first through holes 3 are distributed at different positions in the length direction of the concrete column 1. The position selection of the two first through holes 3 aims to conveniently embed the shear rod 2 so as to enable the middle part of the shear rod 2 to be matched with the first through hole 3 as far as possible.
Example 4:
this example is further defined on the basis of example 1: because shear bar 2 buries the ground when using and uses, as a long service life, the 2 implementation plan of shear bar that use cost is low, set up to: the shear rod 2 is of a columnar concrete structure with embedded steel bars. As a person skilled in the art, the shear bar 2 may be a metal bar.
Example 5:
as shown in fig. 1 and fig. 2, the present embodiment is further defined on the basis of embodiment 1: because the big-arch shelter needs to adopt many concrete columns 1 to support, and the mode commonly used is that concrete columns 1 arrange into the multirow, and the support position of the rack is in same height in the upper end of concrete column 1 in the same row, and the support position of the rack is in different heights in the upper end of concrete column 1 in different rows, and the support position of the rack needs to make the ceiling obtain the canopy face of slope in different rows of concrete column 1 upper ends. To single concrete column 1, concrete column 1 upper end supported position height is not for required height in the pre-buried back, and in 1 use of concrete column, also can appear not the settlement of equidimension between different concrete columns 1, to this problem, as a convenient realization scheme who adjusts concrete column 1 to a canopy strong point height, sets up to: the concrete column is characterized by further comprising a pocket groove 6 connected to the top end of the concrete column 1, wherein a groove body space with an upward opening is formed in the pocket groove 6;
As an easily obtained and long-service-life pocket groove 6 implementation form, the pocket groove is provided with: the pocket groove 6 is made of stainless steel channel steel.
To the scheme that sets up the parallels more, for protection top rack, after preferably adopting the jacking rack again imbed the parallels in the clearance between the cell body space that obtains and the ceiling, for the rack of convenient jacking top, set up to: a second through hole 7 penetrating through the upper end and the lower end of the bottom edge is further formed in the bottom edge of the pocket groove 6, and the axis direction of the second through hole 7 is parallel to the length direction of the concrete column 1;
the projection of the second through hole 7 along its axis to the top of the concrete column 1 falls on the top surface of the concrete column 1. In this scheme, when second through-hole 7 was as jacking top rack, corresponding jacking instrument passed the hole of pocket groove 6. The above definition of the axis of the second through hole 7 and the corresponding projected position are intended to utilize the top surface of the concrete column 1 as a support surface for a corresponding jacking tool when jacking a ceiling. The jacking tool can adopt a screw jack, a hydraulic jack and the like.
For avoiding 1 local atress of concrete column top surface too big and make 1 upper end of concrete column suffer destruction, set up to: the top surface of the concrete column 1 is also fixed with a top plate 4 which is a metal plate, and the projection of the second through hole 7 to the top of the concrete column 1 along the axis of the second through hole falls on the top plate 4.
Preferably, the top plate 4 and the steel structure column 5 both adopt a pre-embedded mode, and when the concrete column 1 is prepared, a reliable connection relation is formed between the top plate and the concrete column 1.
The foregoing is a more detailed description of the present invention, taken in conjunction with the specific preferred embodiments thereof, and it is not intended that the invention be limited to the specific embodiments thereof. To the utility model belongs to the technical field of the ordinary skilled person say, do not deviate from the utility model discloses a other embodiments that reach under the technical scheme all should be contained the utility model discloses a within the scope of protection.
Claims (8)
1. The utility model provides a support frame for peach tree is planted, includes concrete column (1) as the big-arch shelter stand, its characterized in that, the bottom of concrete column (1) still is provided with first through-hole (3) that link up concrete column (1), still includes shear force pole (2) that length is longer than first through-hole (3) length, just shear force pole (2) can insert in first through-hole (3).
2. A support frame for peach tree planting according to claim 1, wherein the number of the shear rods (2) is plural, the number of the first through holes (3) is plural, and the number of the shear rods (2) is equal to the number of the first through holes (3);
each first through hole (3) is matched with a shear rod (2);
the axial directions of the first through holes (3) are different from each other.
3. A support frame for peach tree planting according to claim 2, wherein the number of the shear rods (2) and the number of the first through holes (3) are both 2, the axes of the two first through holes (3) are perpendicular to each other, and the axis direction of each first through hole (3) is perpendicular to the length direction of the concrete column (1);
the two first through holes (3) are distributed at different positions of the concrete column (1) in the length direction.
4. A peach tree planting bracing frame according to any one of claims 1 to 3, wherein the shear bar (2) is a columnar concrete structure with embedded steel bars.
5. A support frame for peach tree planting according to claim 1, further comprising a pocket groove (6) connected to the top end of the concrete column (1), wherein a groove body space with an upward opening is arranged on the pocket groove (6);
pocket groove (6) link to each other through steel construction post (5) with concrete column (1), steel construction post (5) are stainless steel material.
6. A support frame for peach tree planting according to claim 5, wherein the pocket (6) is a channel steel made of stainless steel.
7. The support frame for planting the peach trees according to claim 6, wherein the bottom edge of the pocket groove (6) is further provided with a second through hole (7) passing through the upper end and the lower end of the bottom edge, and the axial direction of the second through hole (7) is parallel to the length direction of the concrete column (1);
the projection of the second through hole (7) along the axis thereof to the top of the concrete column (1) falls on the top surface of the concrete column (1).
8. A peach tree planting support frame as claimed in claim 7, wherein the top surface of the concrete column (1) is also fixed with a top plate (4) made of metal plate, and the projection of the second through hole (7) to the top of the concrete column (1) along the axis thereof falls on the top plate (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920835636.6U CN210112589U (en) | 2019-06-05 | 2019-06-05 | Support frame for peach tree planting |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920835636.6U CN210112589U (en) | 2019-06-05 | 2019-06-05 | Support frame for peach tree planting |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210112589U true CN210112589U (en) | 2020-02-25 |
Family
ID=69579290
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920835636.6U Expired - Fee Related CN210112589U (en) | 2019-06-05 | 2019-06-05 | Support frame for peach tree planting |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210112589U (en) |
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2019
- 2019-06-05 CN CN201920835636.6U patent/CN210112589U/en not_active Expired - Fee Related
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| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200225 Termination date: 20210605 |
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| CF01 | Termination of patent right due to non-payment of annual fee |