CN205444591U - Big -arch shelter wall body - Google Patents

Big -arch shelter wall body Download PDF

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Publication number
CN205444591U
CN205444591U CN201620095436.8U CN201620095436U CN205444591U CN 205444591 U CN205444591 U CN 205444591U CN 201620095436 U CN201620095436 U CN 201620095436U CN 205444591 U CN205444591 U CN 205444591U
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CN
China
Prior art keywords
plate
cement plate
big
column
long
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201620095436.8U
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Chinese (zh)
Inventor
生永成
生永芳
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
QINGDAO YONGNUO AGRICULTURAL MACHINERY CO Ltd
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QINGDAO YONGNUO AGRICULTURAL MACHINERY CO Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
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Application filed by QINGDAO YONGNUO AGRICULTURAL MACHINERY CO Ltd filed Critical QINGDAO YONGNUO AGRICULTURAL MACHINERY CO Ltd
Priority to CN201620095436.8U priority Critical patent/CN205444591U/en
Application granted granted Critical
Publication of CN205444591U publication Critical patent/CN205444591U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A40/00Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
    • Y02A40/10Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in agriculture
    • Y02A40/25Greenhouse technology, e.g. cooling systems therefor

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  • Retaining Walls (AREA)

Abstract

The utility model relates to a big -arch shelter wall body belongs to greenhouse technical field. The utility model provides a high, the technical problem such as the heat preservation effect is poor, not firm of present big -arch shelter wall body cost. The utility model discloses a stand, long cement plate and soil layer, the stand evenly sets up at the interval on same straight line, and each stand includes two T sectionss, and the intermediate lamella of these two T sectionss sets up relatively to link together, two T sections bottom plates are parallel, and long cement plate setting is between adjacent coexistence post, and it is surperficial that long cement plate is hugged closely to the inboard of stand fore -and -after T sections bottom plate, and long cement plate is equipped with the soil layer along the inboard of T sections bottom plate vertical placing in proper order between the relative long cement plate. The utility model is used for green house.

Description

Big-arch shelter wall
Technical field
This utility model relates to big-arch shelter wall, belongs to greenhouse technology field.
Background technology
Traditional big-arch shelter wall, by brick, cement is spread in outside.This wall cost is the highest, and heat insulation effect is very poor, and cement is acted upon by temperature changes, and is easily generated crack deformation, and the framing structure of whole booth also can be affected, and this body of wall is the firmest, once collapses, and will result in the economic loss that cannot retrieve.
Utility model content
The purpose of this utility model is to solve the drawbacks described above that prior art exists, it is proposed that a kind of big-arch shelter wall so that big-arch shelter wall high insulating effect, firm not crackle, and easy for installation.
This utility model is to use following technical scheme to realize: a kind of big-arch shelter wall, including column, long cement plate and soil layer, column is spaced on the same line and is uniformly arranged, each column includes two T-shaped ferrum, the intermediate plate of the T-shaped ferrum of the two is oppositely arranged, and link together, two T-shaped iron bottom plates are parallel, long cement plate is arranged between two adjacent upright, long cement plate surface is close in the inner side of the T-shaped iron bottom plate before and after column, long cement plate is the most vertically placed along the inner side of T-shaped iron bottom plate, is provided with soil layer between relative long cement plate.
As preferably, body of wall medium position is provided with short cement plate, and short cement plate is placed on long cement plate.
As preferably, the top of body of wall is provided with short cement plate, and short cement plate is placed on long cement plate, and short cement plate upper surface is equal with column upper surface.
As preferably, being arranged with iron plate outside relative long cement plate, two iron plates, through two relative long cement plates, are linked together by round steel.
As preferably, two intermediate plates of each column are linked together by connecting plate II, are provided with dowel between connecting plate II.
As preferably, two adjacent column upper ends are linked together by connecting plate I, and connecting plate I connects the base plate of two T-shaped ferrum, is connected to connecting plate I before and after column.
The installation method of a kind of big-arch shelter wall, comprises the following steps:
The first step: at ground paving concrete, is embedded with built-in fitting in concrete;
Second step: the column bottom processed is welded together with built-in fitting;
3rd step: entered from the top of column by long cement plate, is installed to bottom, vertically places, and before and after T-shaped ferrum, the inner side of two base plates respectively disposes a block length cement plate;
4th step: banket between long cement plate, compacting;
5th step: continue to install long cement plate, and earth filling tamping layer by layer;
6th step: the when that long cement plate being installed to column medium position, installs one layer of short cement plate, and short cement plate is disposed across on long cement plate;
7th step: after installing short cement plate, continues to install long cement plate, and earth filling tamping, until being installed to column top;
8th step: at the short cement plate in one layer of long cement plate upper berth on top;
9th step: be welded to connect plate I in two adjacent column upper ends.
The beneficial effects of the utility model are:
One: body of wall of the present utility model uses iron column, the firmest.
Two: this utility model is easy for installation, existing dress is existing to be used.
Three: the material price that this utility model uses is cheap, and overall cost is the lowest.
Four: cement plate of the present utility model is through the good finished product of factory process, will not crack, need not maintain.
Five: be soil layer in the middle of this utility model, this structural thermal insulation works very well.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 is internal structure schematic diagram of the present utility model;
Fig. 3 is the structural representation of column;
Fig. 4 is the connection diagram of long cement plate.
In figure: the long cement plate of 1T sections 23 short cement plate 4 connecting plate I 5 iron plate 6 connecting plate II 7 soil layer 8 dowel 9 round steel.
Detailed description of the invention
Below in conjunction with the accompanying drawings this utility model is described further.
As depicted in figs. 1 and 2, described big-arch shelter wall, is by the finished product of special manufacturer production including column, long cement plate 2 and soil layer 7, long cement plate 2 and short cement plate 3 hereinafter.Column is spaced on the same line and is uniformly arranged, each column includes two T-shaped ferrum 1, the intermediate plate of the T-shaped ferrum of the two 1 is oppositely arranged, and link together, concrete connected mode is as shown in Figure 3, two intermediate plates are linked together by connecting plate II 6, connecting plate II 6 can be angle iron, dowel 8 it is provided with between connecting plate II 6, as shown in Figure 3, arranged in a crossed manner, haul two T-shaped ferrum 1, add the intensity of structure, two T-shaped ferrum 1 base plates are parallel, the intermediate plate of T-shaped ferrum 1 described here is the plate that in Fig. 3, connecting plate II 6 connects, the base plate of T-shaped ferrum 1 is the long slab that both sides in Fig. 3 are vertical.
Long cement plate 2 is arranged between two adjacent upright, long cement plate 2 surface is close in the inner side of T-shaped ferrum 1 base plate before and after column, long cement plate 2 is the most vertically placed along the inner side of T-shaped ferrum 1 base plate, be provided with soil layer 7 between relative long cement plate 2, the length of long cement plate 2 should and the intermediate plate of two adjacent upright between distance consistent.Body of wall medium position is provided with short cement plate 3, short cement plate 3 is disposed across on long cement plate 2, thus the soil layer in interlayer is divided into two parts, reduce the soil layer extruding force to long cement plate 2, the top of body of wall is provided with short cement plate 3, short cement plate 3 is placed on long cement plate 2, and short cement plate 3 upper surface is equal with column upper surface.
As depicted in figs. 1 and 2, it is arranged with iron plate 5 outside relative long cement plate 2.As shown in Figure 4, two iron plates 5, through two relative long cement plates 2, are linked together by round steel 9, this structure can arrange some on body of wall, its objective is to haul former and later two long cement plates 2, prevent long cement plate 2 due to the extruding of soil layer in interlayer, and be deformed.
Two adjacent column upper ends are linked together by connecting plate I 4, and connecting plate I 4 connects the base plate of two T-shaped ferrum 1, is connected to connecting plate I 4 before and after column, and connecting plate I 4 can be angle iron, and the setting of connecting plate I 4 adds the bulk strength of structure.
The installation method of above-mentioned big-arch shelter wall, comprises the following steps:
The first step: at ground paving concrete, about 10 cm, it is embedded with built-in fitting in concrete;
Second step: the column that will process, such as Fig. 3, welds together with built-in fitting bottom it;
3rd step: entered from the top of column by long cement plate 2, is installed to bottom, vertically places, and before and after T-shaped ferrum 1, the inner side of two base plates respectively disposes a block length cement plate 2;
4th step: banket between long cement plate 2, compacting;
5th step: continue to install long cement plate 2, and earth filling tamping layer by layer;
6th step: the when that long cement plate 2 being installed to column medium position, installs one layer short cement plate 3, and short cement plate 3 is disposed across on long cement plate 2;
7th step: after installing short cement plate 3, continues to install long cement plate 2, and earth filling tamping, until being installed to column top;
8th step: at the short cement plate 3 in one layer of long cement plate 2 upper berth on top;
9th step: be welded to connect plate I 4 in two adjacent column upper ends.
Big-arch shelter wall described in the utility model, it is preferable that its thickness of wall body is 80cm, two kinds of cement plate thickness are 6cm, so the soil layer of centre account for about about the 85% of whole body of wall, this body of wall can absorb heat daytime, can discharge heat in the evening, has good heat insulation effect.
Certainly, foregoing is only preferred embodiment of the present utility model, it is impossible to be considered for limiting the scope of embodiments to utility model.This utility model is also not limited to the example above, equalization change and the improvement etc. that those skilled in the art are made in essential scope of the present utility model, all should belong to this utility model patent covering scope.

Claims (6)

1. a big-arch shelter wall, it is characterized in that: include column, long cement plate (2) and soil layer (7), column is spaced on the same line and is uniformly arranged, each column includes two T-shaped ferrum (1), the intermediate plate of the T-shaped ferrum of the two (1) is oppositely arranged, and link together, two T-shaped ferrum (1) base plates are parallel, long cement plate (2) is arranged between two adjacent upright, long cement plate (2) surface is close in the inner side of T-shaped ferrum (1) base plate before and after column, long cement plate (2) is the most vertically placed along the inner side of T-shaped ferrum (1) base plate, it is provided with soil layer (7) between relative long cement plate (2).
Big-arch shelter wall the most according to claim 1, it is characterised in that: body of wall medium position is provided with short cement plate (3), and short cement plate (3) is placed on long cement plate (2).
Big-arch shelter wall the most according to claim 1, it is characterized in that: the top of body of wall is provided with short cement plate (3), short cement plate (3) is placed on long cement plate (2), and short cement plate (3) upper surface is equal with column upper surface.
Big-arch shelter wall the most according to claim 1, it is characterized in that: relative long cement plate (2) outside is arranged with iron plate (5), two iron plates (5), through two relative long cement plates (2), are linked together by round steel (9).
Big-arch shelter wall the most according to claim 1, it is characterised in that: two intermediate plates of each column are linked together by connecting plate II (6), are provided with dowel (8) between connecting plate II (6).
Big-arch shelter wall the most according to claim 1, it is characterized in that: two adjacent column upper ends are linked together by connecting plate I (4), connecting plate I (4) connects the base plate of two T-shaped ferrum (1), is connected to connecting plate I (4) before and after column.
CN201620095436.8U 2016-01-29 2016-01-29 Big -arch shelter wall body Expired - Fee Related CN205444591U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620095436.8U CN205444591U (en) 2016-01-29 2016-01-29 Big -arch shelter wall body

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201620095436.8U CN205444591U (en) 2016-01-29 2016-01-29 Big -arch shelter wall body

Publications (1)

Publication Number Publication Date
CN205444591U true CN205444591U (en) 2016-08-10

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Application Number Title Priority Date Filing Date
CN201620095436.8U Expired - Fee Related CN205444591U (en) 2016-01-29 2016-01-29 Big -arch shelter wall body

Country Status (1)

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CN (1) CN205444591U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105544813A (en) * 2016-01-29 2016-05-04 青岛永诺农业机械有限公司 Greenhouse wall and installation method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105544813A (en) * 2016-01-29 2016-05-04 青岛永诺农业机械有限公司 Greenhouse wall and installation method
CN105544813B (en) * 2016-01-29 2018-06-29 青岛永诺农业机械有限公司 Big-arch shelter wall and installation method

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

Granted publication date: 20160810

Termination date: 20220129

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