CN201826541U - Detachable reinforcing steel processing shed - Google Patents
Detachable reinforcing steel processing shed Download PDFInfo
- Publication number
- CN201826541U CN201826541U CN201020257887XU CN201020257887U CN201826541U CN 201826541 U CN201826541 U CN 201826541U CN 201020257887X U CN201020257887X U CN 201020257887XU CN 201020257887 U CN201020257887 U CN 201020257887U CN 201826541 U CN201826541 U CN 201826541U
- Authority
- CN
- China
- Prior art keywords
- roof truss
- columns
- reinforcing bar
- post
- purlin
- 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
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Abstract
The utility model relates to the technical field of processing sheds, in particular to a detachable reinforcing steel processing shed, which comprises independent foundations under columns, the columns, a roof truss, purlins, a roofing board and a ridge folding piece, wherein the independent foundations under the columns are pre-embedded screws, and one ends of the columns are connected with the independent foundations under the columns; the other ends of the columns are connected with the roof truss, and the roof truss is connected with the purlins; and the roofing board is arranged on the purlins, and the ridge folding piece consists of color plates. The roof truss and the columns, and the purlins and the roof truss are in bolted connection by connecting plates, so that the whole structure can be detached, and the shed can be transferred to the next project to be reused after the completion of a project, thereby reducing production cost; and the structure is relatively safe and can bear certain wind and snow loads, and the reinforcing steel processing shed has safety and obvious effect compared with the traditional simple reinforcing steel processing shed.
Description
Technical field
The utility model relates to a kind of builder's temporary shed that adds, and relates in particular to a kind of detachable reinforcing bar and adds builder's temporary shed.
Background technology
The reinforcing bar processing space is the requisite operation place of construction enterprises' site operation, and the reinforcing bar processing space of standard is a necessary condition of creating the civilized building site of markization.Present stage, the reinforcing bar operation place of construction enterprises was various, the simple and easy reinforcing bar of tradition just abandons after adding the builder's temporary shed use, increased cost, what have only is the beta site of scaffold tubes and color steel simple combination, on-the-spot placing of material is in disorder, and it is bigger to stack area simultaneously, and the rainy day also can't operation, in the modern work progress of standardized management,, influence corporate image often for enterprise blackens the name of.
Summary of the invention
The utility model is intended to address the above problem, and provides a kind of detachable reinforcing bar to add builder's temporary shed.It is in disorder that the utility model can solve the placing of material of reinforcing bar operation field, and it is bigger to stack area, and the rainy day can't operation, often for enterprise blackens the name of, influences the deficiency of corporate image in the modern work progress of standardized management.
The utility model is achieved in that a kind of detachable reinforcing bar adds builder's temporary shed, comprises independent foundation under column, post, roof truss, purlin, roof panel, ridge folding part, and described independent foundation under column is a pre embedded bolt; One end of described post is connected with independent foundation under column, and the other end of post is connected with roof truss; Described roof truss is provided with purlin and connects; Described purlin is provided with roof panel; Described ridge folding part is made up of color steel.
Described post is connected by 4 M20 high-strength bolts with independent foundation under column, and the other end of post is connected by 4 M20 high-strength bolts with roof truss.
Described roof truss is connected by 2 M16 high-strength bolts with purlin.
Described pillar is ф 114 * 4.5 steel pipes.
Described roof truss adopts the L50*5 angle steel to be made into single truss sheet, and single roof truss is spliced into herringbone with bolt.
Described purlin is made into by the indented bars combination of L40 * 4 angle steel and ф 16.
Described roof panel adopts the thick color steel of 0.4mm, and roof panel is laid in turn and stretched out cornice 150～200mm to cornice by ridge.
All be connected between roof truss of the present utility model and post, purlin and the roof truss, make total detachable, can be transferred to next engineering recycling after the engineering completion, reduce cost of manufacture by the junction plate bolt.The operating personnel concentrates the processing reinforcing bar, avoids the in disorder situation of on-the-spot placing of material, and area is bigger simultaneously, and temporarily depositing of on-the-spot Keep away from rain material can be carried out in plentiful space, is convenient to site safety and the management of civilization markization.Structure of the present utility model is comparatively safe, can bear certain wind and snow load, traditional relatively simple and easy reinforcing bar add builder's temporary shed safety and effect obvious.
Description of drawings
Below, in conjunction with the accompanying drawings the utility model is further described:
Fig. 1 is a structure chart of the present utility model;
Fig. 2 is partial structurtes figure of the present utility model.
The specific embodiment
As depicted in figs. 1 and 2: a kind of detachable reinforcing bar adds builder's temporary shed, comprise independent foundation under column 1, post 2, roof truss 3, purlin 5, roof panel 6, ridge folding part 4, described post 2 is ф 114 * 4.5 steel pipes, described roof truss 3 adopts the L50*5 angle steel to be made into single truss sheet, single roof truss is spliced into herringbone with bolt, described purlin 5 is made into by the indented bars combination of L40 * 4 angle steel and ф 16, described roof panel 6 adopts the thick color steel of 0.4mm, roof panel 6 is laid in turn and is stretched out cornice 150～200mm to cornice by ridge, and described independent foundation under column 1 is a pre embedded bolt 7; One end of described post 2 is connected with independent foundation under column 1, and the other end of post 2 is connected with roof truss 3, and described post 2 is connected by 4 M20 high-strength bolts with independent foundation under column 1, and the other end of post 2 is connected by 4 M20 high-strength bolts with roof truss 3; Described roof truss 3 is connected with purlin 5, and described roof truss 3 is connected by 2 M16 high-strength bolts with purlin 5; The upper end of described purlin 5 is connected with roof panel 6; Described ridge folding part 4 is made up of color steel.
Before adding builder's temporary shed, the making reinforcing bar at first determines to add the geographical position of builder's temporary shed, the unwrapping wire excavation is basic then, assembling reinforcement and pre embedded bolt 7, concreting, treat concrete setting, post 2 is installed and is proofreaied and correct, and pieces together roof truss 3 in advance, lifting roof truss 3, roof purline 5 is installed, lay roof panel 6, ridge folding part 4 is installed, ancillary facility is installed is at last got final product.
Claims (7)
1. a detachable reinforcing bar adds builder's temporary shed, comprises independent foundation under column (1), post (2), roof truss (3), purlin (5), roof panel (6) and ridge folding part (4), and it is characterized in that: described independent foundation under column (1) is a pre embedded bolt (7); One end of described post (2) is connected with independent foundation under column (1), and the other end of post (2) is connected with roof truss (3); Described roof truss (3) is provided with purlin (5); Described purlin (5) is provided with roof panel (6); Described ridge folding part (4) is made up of color steel.
2. detachable reinforcing bar as claimed in claim 1 adds builder's temporary shed, it is characterized in that: described post (2) is connected by high-strength bolt with independent foundation under column (1), and the other end of post (2) is connected by high-strength bolt with roof truss (3).
3. detachable reinforcing bar as claimed in claim 1 adds builder's temporary shed, it is characterized in that: described roof truss (3) also is connected by high-strength bolt with purlin (5).
4. detachable reinforcing bar as claimed in claim 1 adds builder's temporary shed, it is characterized in that: described post (2) is a steel pipe.
5. detachable reinforcing bar as claimed in claim 1 adds builder's temporary shed, it is characterized in that: described roof truss (3) adopts angle steel to be made into single truss sheet, and single roof truss is spliced into herringbone with bolt.
6. detachable reinforcing bar as claimed in claim 1 adds builder's temporary shed, it is characterized in that: described purlin (5) is made into by angle steel and indented bars combination.
7. detachable reinforcing bar as claimed in claim 1 adds builder's temporary shed, it is characterized in that: described roof panel (6) adopts color steel, and roof panel (6) is laid in turn and stretched out cornice 150～200mm to cornice by ridge.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201020257887XU CN201826541U (en) | 2010-07-13 | 2010-07-13 | Detachable reinforcing steel processing shed |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201020257887XU CN201826541U (en) | 2010-07-13 | 2010-07-13 | Detachable reinforcing steel processing shed |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201826541U true CN201826541U (en) | 2011-05-11 |
Family
ID=43965087
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201020257887XU Expired - Fee Related CN201826541U (en) | 2010-07-13 | 2010-07-13 | Detachable reinforcing steel processing shed |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201826541U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102953553A (en) * | 2012-11-14 | 2013-03-06 | 中冶天工集团有限公司 | Method for installing large-span pipe truss by utilizing boom luffing mechanism |
| CN104612412A (en) * | 2014-12-22 | 2015-05-13 | 山西省第五建筑工程公司 | Construction method of steel structure exit passageway |
| CN111395822A (en) * | 2020-03-24 | 2020-07-10 | 上海外高桥造船有限公司 | Wind and rain shed |
-
2010
- 2010-07-13 CN CN201020257887XU patent/CN201826541U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102953553A (en) * | 2012-11-14 | 2013-03-06 | 中冶天工集团有限公司 | Method for installing large-span pipe truss by utilizing boom luffing mechanism |
| CN102953553B (en) * | 2012-11-14 | 2015-04-15 | 中冶天工集团有限公司 | Method for installing large-span pipe truss by utilizing boom luffing mechanism |
| CN104612412A (en) * | 2014-12-22 | 2015-05-13 | 山西省第五建筑工程公司 | Construction method of steel structure exit passageway |
| CN111395822A (en) * | 2020-03-24 | 2020-07-10 | 上海外高桥造船有限公司 | Wind and rain shed |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 201900 Shanghai city Baoshan District Tieli Road No. 2469 Patentee after: SHANGHAI ERSHIYE CONSTRUCTION Co.,Ltd. Address before: 201900 Shanghai city Baoshan District Tieli Road No. 2469 Patentee before: SHANGHAI MCC13 CONSTRUCTION Co.,Ltd. Address after: 201900 Shanghai city Baoshan District Tieli Road No. 2469 Patentee after: SHANGHAI MCC13 CONSTRUCTION Co.,Ltd. Address before: 201900 Shanghai city Baoshan District Tieli Road No. 2469 Patentee before: CMTCC Shanghai 13th Construction Co.,Ltd. |
|
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20110511 Termination date: 20180713 |