CN201274686Y - Reinforced concrete booth frame - Google Patents

Reinforced concrete booth frame Download PDF

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Publication number
CN201274686Y
CN201274686Y CNU2008202187794U CN200820218779U CN201274686Y CN 201274686 Y CN201274686 Y CN 201274686Y CN U2008202187794 U CNU2008202187794 U CN U2008202187794U CN 200820218779 U CN200820218779 U CN 200820218779U CN 201274686 Y CN201274686 Y CN 201274686Y
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CN
China
Prior art keywords
slope
elbow
big
pillar
advance
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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
CNU2008202187794U
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Chinese (zh)
Inventor
郭启刚
Original Assignee
郭启刚
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Filing date
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Priority to CNU2008202187794U priority Critical patent/CN201274686Y/en
Application granted granted Critical
Publication of CN201274686Y publication Critical patent/CN201274686Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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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

Abstract

The utility model discloses a reinforced concrete big-arch shelter framework, which is used to build a big-arch shelter for vegetables and fruits. The big-arch shelter framework comprises an upright post, a beam, a slope beam and a strut, and the big-arch shelter framework is characterized in that a big end is prefabricated at the upper part of the upright post; a lapping hook is prefabricated at one end of the slope beam, and an elbow is prefabricated at the upper part of the strut; the beam is arranged on the big end of the upright post, one end of the slope beam is lapped on the beam, and the other end thereof is fixedly connected with the elbow end of the strut. The utility model has the advantages that the bar reinforcement is reserved at one end of the slope beam and at the elbow end of the elbow strut, and the concrete is casted and prefabricated into one body in site; therefore, not only does the intensity of the reinforced concrete big-arch shelter framework is ensured, but also the safety thereof is ensured, and the transportation and the installation are convenient at the same time. The reinforced concrete big-arch shelter framework has the characteristics of simple and practical structure, and low manufacturing cost.

Description

The armored concrete big-canopy framework
Technical field
The utility model relates to a kind of armored concrete big-canopy framework, is used for building of vegetables and fruit booth.
Background technology
At present, the framework material kind that is used to build green house is a lot, and shape also has nothing in common with each other, and the most common is to use the bamboo-wood structure Keelof green house, and its advantage is that price is low cheap, but intensity is low, and service life is short; Next is to adopt steel structure framework, and its advantage is the intensity height, but because of high humidity in the booth, very easily is corroded, and cost is higher.
Existing armored concrete big-canopy framework has two kinds, and first skeleton is an one, and its shortcoming is transportation and installs inconvenient; It two is splits, though transportation and installing easily all is to be connected by bolt, because of high humidity in the booth, bolt very easily is corroded, and has reduced the rigidity and the intensity of big-canopy framework, the unsafe factor that can cause skeleton to come off.
Summary of the invention
The purpose of this utility model is in order to overcome the deficiency of existing big-canopy framework, design a kind of armored concrete big-canopy framework, the utility model adopts the elbow ends of slope beam one end and elbow pillar to be reserved with reinforcing bar, be made as one in advance by the concrete cast-in-site, thereby both guaranteed the intensity of armored concrete big-canopy framework, guaranteed safety again, convenient simultaneously transportation and installation.
The technical solution of the utility model is achieved in that
A kind of armored concrete big-canopy framework comprises column, crossbeam, slope beam and pillar, it is characterized in that: described column top is shaped on major part in advance; Beam one end in slope is shaped on overlap joint in advance and colludes, and pillar top is shaped on elbow in advance; The major part of column is provided with crossbeam, and beam one end in slope is ganged up with on crossbeam, and the other end is fixedlyed connected with the elbow end of pillar.
The end that described slope beam is connected with the pillar elbow is reserved with reinforcing bar I.
The end that described slope beam is connected with the elbow of pillar is shaped on the overlap joint platform in advance.
Be shaped on the reinforcement plate in advance on the beam of described slope.
Overlap joint platform one end prefabricated on the beam of described slope is provided with counterbore.
The elbow ends of described pillar is reserved with reinforcing bar II.
Be shaped on the overlap joint groove on the elbow of described pillar in advance.
Overlap joint groove one end prefabricated on the elbow of described pillar is provided with counterbore.
Compared with prior art, the utility model has the advantages that conspicuous, show that mainly the elbow ends by adopting slope beam one end and elbow pillar is reserved with reinforcing bar, be made as one in advance by the concrete cast-in-site, thereby the rigidity and the intensity of armored concrete big-canopy framework had both been guaranteed, guaranteed safety again, convenient simultaneously transportation and installation.
Description of drawings
Fig. 1 is a structural representation of the present utility model;
Fig. 2 is the pillar construction schematic diagram;
Fig. 3 is a slope girder construction schematic diagram;
Fig. 4 is a slope girder construction schematic diagram;
Fig. 5 is the profile of Fig. 4;
Fig. 6 is the corbeling schematic diagram;
Fig. 7 is the corbeling schematic diagram;
Fig. 8 is the profile of Fig. 7.
In the drawings: 1, column, 2, crossbeam, 3, the slope beam, 4, pillar, 5 major parts, 6, overlap joint colludes, 7, reinforcing bar I, 8 reinforcing bar II, 9, elbow, 10, the overlap joint groove, 11, strengthen gusset, 12, counterbore, 13, the overlap joint platform.
Embodiment
As Fig. 1, Fig. 2, Fig. 3 and a kind of armored concrete big-canopy framework shown in Figure 6, comprise column 1, crossbeam 2, slope beam 3 and pillar 4; Column 1 top is shaped on major part 5 in advance; Beam 3 one ends in slope are shaped on overlap joint in advance and collude 6, and the other end is reserved with reinforcing bar I 7, are provided with below the slope beam 3 to strengthen gusset 11; Pillar 4 tops are shaped on elbow 9 in advance, and elbow 9 ends of pillar 4 are reserved with reinforcing bar II 8; Be shaped on crossbeam 2 on the major part of column 1 in advance, beam 3 one end hooks in slope ride on the crossbeam 2, and reinforcing bar I 7 that the other end is reserved and the reinforcing bar II 8 that elbow 9 ends of pillar 4 are reserved weld, and prefabricated by the concrete cast is one.Column 1 is prefabricated into one by cuboid, eight terrace with edges and eight prisms; The main body of slope beam 3 is six terrace with edges; The cross section of pillar 4 is hexagon and/or rectangle and arc stack.
Fig. 1, Fig. 2, Fig. 4, Fig. 5, Fig. 7 and Fig. 8 are another kind of embodiment of the present utility model, comprise column 1, crossbeam 2, slope beam 3 and pillar 4; Column 1 top is shaped on major part 5 in advance; Beam 3 one ends in slope are shaped on overlap joint in advance and collude 6, and the other end is shaped on overlap joint platform 13 in advance, are provided with below the slope beam 3 and strengthen gusset 11; Pillar 4 tops are shaped on elbow 9 in advance, and elbow 9 ends of pillar 4 are provided with overlap joint groove 10; Be shaped on crossbeam 2 on the major part of column 1 in advance, beam 3 one end hooks in slope ride on the crossbeam 2, and overlap joint groove 10 overlap joints that the overlap joint platform 13 that the other end is prefabricated and elbow 9 ends of elbow pillar 4 are provided with penetrate in the counterbore 12 fixedly connected by bolt, and, avoided the corrosion of bolt by cement mortar sealing counterbore 12.
Can also utilize Fig. 7 and the pillar 4 that overlaps groove 10 that has shown in Figure 8 to constitute big-canopy framework in addition with bamboo wood or iron pipe overlap joint.

Claims (8)

1, a kind of armored concrete big-canopy framework comprises column (1), crossbeam (2), slope beam (3) and pillar (4), it is characterized in that: described column (1) top is shaped on major part (5) in advance; Beam (3) one ends in slope are shaped on overlap joint in advance and collude (6), and pillar (4) top is shaped on elbow (9) in advance; The major part (5) of column (1) is provided with crossbeam (2), and beam (3) one ends in slope are ganged up with on crossbeam (2), and the other end is fixedlyed connected with elbow (9) end of pillar (4).
2, a kind of armored concrete big-canopy framework according to claim 1 is characterized in that: the end that described slope beam (3) is connected with pillar (4) elbow (9) is reserved with reinforcing bar I (7).
3, a kind of armored concrete big-canopy framework according to claim 1 is characterized in that: the end that described slope beam (3) is connected with the elbow (9) of pillar (4) is shaped on overlap joint platform (13) in advance.
4, according to claim 2 or 3 described a kind of armored concrete big-canopy frameworks, it is characterized in that: be shaped on reinforcement plate (11) on the described slope beam (3) in advance.
5, a kind of armored concrete big-canopy framework according to claim 3 is characterized in that: described slope beam (3) is gone up prefabricated overlap joint platform (13) one ends and is provided with counterbore (12).
6, a kind of armored concrete big-canopy framework according to claim 1 is characterized in that: elbow (9) end of described pillar (4) is reserved with reinforcing bar II (8).
7, a kind of armored concrete big-canopy framework according to claim 1 is characterized in that: be shaped on overlap joint groove (10) on the elbow (9) of described pillar (4) in advance.
8, a kind of armored concrete big-canopy framework according to claim 7 is characterized in that: the elbow (9) of described pillar (4) is gone up prefabricated overlap joint groove (10) one ends and is provided with counterbore (12).
CNU2008202187794U 2008-10-27 2008-10-27 Reinforced concrete booth frame Expired - Fee Related CN201274686Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNU2008202187794U CN201274686Y (en) 2008-10-27 2008-10-27 Reinforced concrete booth frame

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNU2008202187794U CN201274686Y (en) 2008-10-27 2008-10-27 Reinforced concrete booth frame

Publications (1)

Publication Number Publication Date
CN201274686Y true CN201274686Y (en) 2009-07-22

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
CNU2008202187794U Expired - Fee Related CN201274686Y (en) 2008-10-27 2008-10-27 Reinforced concrete booth frame

Country Status (1)

Country Link
CN (1) CN201274686Y (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106034835A (en) * 2016-06-30 2016-10-26 广德县广兰红葡萄种植家庭农场 Framework connecting device for grape greenhouse
CN106034836A (en) * 2016-06-30 2016-10-26 广德县广兰红葡萄种植家庭农场 Greenhouse skeleton for grape greenhouse

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106034835A (en) * 2016-06-30 2016-10-26 广德县广兰红葡萄种植家庭农场 Framework connecting device for grape greenhouse
CN106034836A (en) * 2016-06-30 2016-10-26 广德县广兰红葡萄种植家庭农场 Greenhouse skeleton for grape greenhouse

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

Granted publication date: 20090722

Termination date: 20121027

C17 Cessation of patent right