CN203175092U - Processing shed capable of being assembled with hanging structure - Google Patents

Processing shed capable of being assembled with hanging structure Download PDF

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Publication number
CN203175092U
CN203175092U CN 201320159843 CN201320159843U CN203175092U CN 203175092 U CN203175092 U CN 203175092U CN 201320159843 CN201320159843 CN 201320159843 CN 201320159843 U CN201320159843 U CN 201320159843U CN 203175092 U CN203175092 U CN 203175092U
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CN
China
Prior art keywords
crossbeam
vertical columns
shed
crossbeams
welded
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
CN 201320159843
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Chinese (zh)
Inventor
禹芳明
段修庭
王福成
郑吉成
张德喜
汪文东
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.)
China State Construction Engineering Corp Ltd CSCEC
CSCEC City Construction Development Co Ltd
Original Assignee
China State Construction Engineering Corp Ltd CSCEC
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
Publication date
Application filed by China State Construction Engineering Corp Ltd CSCEC filed Critical China State Construction Engineering Corp Ltd CSCEC
Priority to CN 201320159843 priority Critical patent/CN203175092U/en
Application granted granted Critical
Publication of CN203175092U publication Critical patent/CN203175092U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Butt Welding And Welding Of Specific Article (AREA)

Abstract

The utility model relates to a processing shed capable of being assembled with a hanging structure, and a shed body comprises vertical columns, crossbeams, purlines and a top plate of the shed; ten vertical columns are arranged, every five vertical columns are lined in a row, and the two rows of vertical columns are distributed in a long axis direction below the top plate of the shed uniformly; the tail ends of the vertical columns are welded with a pre-embedded steel sheet fixedly, and the top ends of the vertical columns are fixedly connected with the middle parts of the crossbeams through a fixed steel sheet and bolts; the purlines are erected on the crossbeams in parallel; both ends of the crossbeams are welded with vertical rods; sway support rods are connected between the vertical rods; and the top plate of the shed is paved on the purlines. According to the processing shed capable of being assembled with the hanging structure, the vertical columns and the crossbeams as well as the vertical columns and the sway rods are connected by bolts, so that the detachment is convenient, and reuse is realized; in addition, the vertical columns and the pre-embedded steel sheet are welded, the crossbeams and the vertical rods are welded, and the crossbeams and the sway rods are welded, so that the overall stress is improved, the stability, safety and overall quality of the processing shed as well as the safety of the constructors are ensured, an internal use space is improved due to the hanging structure, and the use area is expanded. The processing shed capable of being assembled with the hanging structure can be widely applied to the processing of materials on a construction site.

Description

A kind of overhanging type structure of assembling adds builder's temporary shed
Technical field
The utility model relates to a kind of builder's temporary shed that adds.
Background technology
At present, the builder's temporary shed that adds of Shi Yonging is to be set up by fastener type steel pipe scaffold to form substantially at the construction field (site), but traditional add building of builder's temporary shed to relate to artificial composition many, thereby random big, set up quality and can not get guaranteeing, for Field Force's safety and field control brings adverse effect, in addition, after building to add the inner available space of builder's temporary shed relatively limited, and dismounting inconvenience, recycling rate of waterused is low.
The utility model content
The purpose of this utility model provides a kind of overhanging type structure of assembling and adds builder's temporary shed, solve to reduce to add builder's temporary shed and build randomness, improve the technical problem that adds the builder's temporary shed quality; And solution improves the problem of recycling rate of waterused and personal security coefficient.
For achieving the above object, the utility model adopts following technical scheme:
A kind of overhanging type structure of assembling adds builder's temporary shed, the canopy body comprises column, crossbeam, purlin and ceiling plate, described column has ten, five one rows divide two rows to be evenly distributed on side by side on the below long axis direction of ceiling plate, the tail end of described column and pre-embedded steel slab welding are fixing, one of top welding is used for connecting the capital connection steel plate of crossbeam, there is a strengthening steel slab position that corresponding below, described crossbeam top capital connects steel plate, capital connects steel plate, crossbeam and strengthening steel slab three pass through bolt, set up six roots of sensation purlin at least side by side perpendicular to the crossbeam order on the crossbeam, a vertical rod is welded at the two ends of every crossbeam, the one end welding of the tail end of described vertical rod and hound, the other end and the column of described hound are spirally connected, and weld web member between described hound and the crossbeam, lay the ceiling plate on the described purlin, the top of described ceiling plate is covered with one deck scaffold floor, and described scaffold floor and vertical rod are fixed, and outer being trapped among of described vertical rod has a circle bamboo offset plate between scaffold floor and the ceiling plate.
Described ceiling plate is color steel, fire prevention cladding boards or rock cotton board.
The middle part of described crossbeam is welded with a vertical rod.
Compared with prior art the utlity model has following characteristics and beneficial effect:
The utility model has overcome tradition and has added the shortcoming that builder's temporary shed dismounting inconvenience, quality can not get guaranteeing, has solved to improve to add builder's temporary shed usage space, recycling rate of waterused, guarantees the technical problem of personal security.
All adopt bolt to be connected between the utility model central post and crossbeam and column and the hound, convenient disassembly, can reuse, guaranteed recycling rate of waterused, and capital connects steel plate, crossbeam and strengthening steel slab three are spirally connected, increased the more stable and stronger that adds builder's temporary shed again, in addition, column and pre-embedded steel slab, column is connected steel plate with capital, crossbeam and vertical rod, crossbeam and hound welding, improved its whole stressed property, guaranteed to add the stability of builder's temporary shed, safety and total quality more can guarantee constructor's safety, simultaneously, hound and web member all play reinforcement effect, the bamboo offset plate is used for hanging poster, the convenient use, being equipped with of scaffold floor is beneficial to personnel's constructing operation, the ceiling plate plays anti-effect of pounding the sleet that keeps the sun off, and whole overhanging type structure design has been improved its inner usage space, has enlarged usable floor area.
The utility model can be widely used in job site materials processing.
Description of drawings
The utility model is described in more detail below in conjunction with accompanying drawing.
Fig. 1 is structural representation of the present utility model.
Fig. 2 is structure schematic top plan view of the present utility model.
Fig. 3 is the structure elevational schematic view that column of the present utility model is connected with fixation steel plate.
Fig. 4 is the structure schematic side view that column of the present utility model is connected with fixation steel plate.
Fig. 5 is the structural representation that column of the present utility model is connected with hound.
Fig. 6 is the structural representation that column of the present utility model is connected with pre-embedded steel slab.
Reference numeral: 1-column, 2-crossbeam, 3-hound, 4-purlin, 5-ceiling plate, 6-scaffold floor, 7-bamboo offset plate, 8-capital connect steel plate, 9-vertical rod, 10-pre-embedded steel slab, 11-web member, 12-strengthening steel slab.
The specific embodiment
Embodiment is referring to Fig. 1, shown in Figure 2, this overhanging type structure of assembling adds builder's temporary shed, the canopy body comprises column 1, crossbeam 2, purlin 4 and ceiling plate 5, described column is 14 meters long No. 16 i iron, five one rows divide two rows, by 1 meter of array pitch, 3 meters of spacings are evenly distributed on the below long axis direction of ceiling plate 5 side by side, referring to shown in Figure 6, the tail end of described column and the welding of pre-embedded steel slab 10 full welds are fixing, the top is connected with the middle part of crossbeam 2, set up six roots of sensation purlin 4 side by side perpendicular to the crossbeam order on the described crossbeam 2, a vertical rod 9 is welded at the two ends of every crossbeam 2, the middle part of outermost two crossbeams is welded with a vertical rod 9 equally, connect hound 3 between described vertical rod and the column, welding web member 11 between described hound 3 and the crossbeam 2, lay color steel on the described purlin 4 as ceiling plate 5,800 millimeters places, the top of described ceiling plate 5 are covered with one deck scaffold floor 6, described scaffold floor and vertical rod are fixed, outer being trapped among of described vertical rod has a circle bamboo offset plate 7 between scaffold floor and the ceiling plate, can be used for hanging catch-phrase.
Described crossbeam 2, vertical rod 9 and hound 3 are 80 millimeters * 80 millimeters square steel, and described web member is 50 millimeters * 50 millimeters square steel.
Referring to Fig. 3, shown in Figure 4, respectively there is a block plate on the upper and lower surface, position of the corresponding column in the middle part of described crossbeam 2, two-layered steel plates is connected and fixed with the bolt of the crossbeam 2 that is clipped in the middle by four M16, the strengthening steel slab on upper strata plays the effect of reinforcing crossmember, it is fixing that the capital of lower floor connects the top welding of steel plate and column, and the size that described capital connects steel plate and strengthening steel slab is 300 millimeters * 300 millimeters * 12 millimeters.
Referring to shown in Figure 5, the welding of an end of the tail end of described vertical rod 9 and hound, the other end of described hound and column are spirally connected by the bolt of M16.

Claims (3)

1. one kind can be assembled the overhanging type structure and adds builder's temporary shed, the canopy body comprises column (1), crossbeam (2), purlin (4) and ceiling plate (5), it is characterized in that: described column has ten, five one rows divide two rows to be evenly distributed on side by side on the below long axis direction of ceiling plate (5), the tail end of described column and pre-embedded steel slab (10) welding is fixing, one of top welding is used for connecting the capital connection steel plate (8) of crossbeam (2), there is a strengthening steel slab (12) position that corresponding below, described crossbeam (2) top capital connects steel plate (8), capital connects steel plate (8), crossbeam (2) passes through bolt with strengthening steel slab (12) three, crossbeam (2) is gone up and is set up six roots of sensation purlin (4) at least side by side perpendicular to the crossbeam order, a vertical rod (9) is welded at the two ends of every crossbeam (2), the tail end of described vertical rod (9) and the welding of an end of hound, the other end and the column of described hound are spirally connected, weld web member (11) between described hound (3) and the crossbeam (2), described purlin (4) is gone up and is laid ceiling plate (5), the top of described ceiling plate (5) is covered with one deck scaffold floor (6), described scaffold floor is with upright fixing, and outer being trapped among of described vertical rod has a circle bamboo offset plate (7) between scaffold floor and the ceiling plate.
2. the overhanging type structure of assembling according to claim 1 adds builder's temporary shed, it is characterized in that: described ceiling plate (5) is color steel, fire prevention cladding boards or rock cotton board.
3. the overhanging type structure of assembling according to claim 1 adds builder's temporary shed, it is characterized in that: the middle part of described crossbeam (2) is welded with a vertical rod (9).
CN 201320159843 2013-04-02 2013-04-02 Processing shed capable of being assembled with hanging structure Expired - Fee Related CN203175092U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201320159843 CN203175092U (en) 2013-04-02 2013-04-02 Processing shed capable of being assembled with hanging structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201320159843 CN203175092U (en) 2013-04-02 2013-04-02 Processing shed capable of being assembled with hanging structure

Publications (1)

Publication Number Publication Date
CN203175092U true CN203175092U (en) 2013-09-04

Family

ID=49071816

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201320159843 Expired - Fee Related CN203175092U (en) 2013-04-02 2013-04-02 Processing shed capable of being assembled with hanging structure

Country Status (1)

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CN (1) CN203175092U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109098461A (en) * 2018-10-26 2018-12-28 中铁八局集团第四工程有限公司 A kind of Ground arrangement constructing structure
CN109403180A (en) * 2018-10-29 2019-03-01 中铁四院集团西南勘察设计有限公司 A kind of steep slope region underloading road structure and construction method
CN109958188A (en) * 2019-03-26 2019-07-02 中国五冶集团有限公司 Outrigger column connecting joint structure

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109098461A (en) * 2018-10-26 2018-12-28 中铁八局集团第四工程有限公司 A kind of Ground arrangement constructing structure
CN109403180A (en) * 2018-10-29 2019-03-01 中铁四院集团西南勘察设计有限公司 A kind of steep slope region underloading road structure and construction method
CN109958188A (en) * 2019-03-26 2019-07-02 中国五冶集团有限公司 Outrigger column connecting joint structure

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C14 Grant of patent or utility model
GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20130904

Termination date: 20140402