CN102174856A - Finalized rebar machining shed - Google Patents
Finalized rebar machining shed Download PDFInfo
- Publication number
- CN102174856A CN102174856A CN2011100709353A CN201110070935A CN102174856A CN 102174856 A CN102174856 A CN 102174856A CN 2011100709353 A CN2011100709353 A CN 2011100709353A CN 201110070935 A CN201110070935 A CN 201110070935A CN 102174856 A CN102174856 A CN 102174856A
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- China
- Prior art keywords
- girder
- regularization
- reinforcing bar
- steel pipe
- fixed
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Abstract
The invention discloses a finalized rebar machining shed comprising vertical bracing members fixed on a concrete foundation, wherein the vertical bracing members encircle to form a circle, a circle of girder is fixed on the top of the circle of the vertical bracing members and is crossly provided with steel pipes, the steel pipes are fixed on the girder through fasteners, the intersection parts of the steel pipes are also fixed by the fasteners, and ceiling panels are paved on the steel pipes. In the invention, the dismountable and finalized rebar machining shed is adopted and is formed by assembling the vertical bracing members, the girder, the steel pipes, the fasteners and moso bamboo sheets, the advantages of simplicity and convenience for manufacturing, high erection speed, safety and reliability are achieved, and one-time investment is made useful in a turnover way.
Description
Technical field
The present invention relates to reinforcing bar and add builder's temporary shed.
Background technology
At present, it is varied that the reinforcing bar of job site adds the form that builder's temporary shed sets up, comparatively flexible, the employing shaped steel truss that has, the employing that has is brick, and the employing shaped steel that has adds the form of steel pipe, it more is the form that directly adopts steel pipe to set up, it is slower that these forms are set up speed, invests greatlyyer, and security performance is relatively poor.
Summary of the invention
Technical problem to be solved by this invention just provides a kind of detachable, regularization reinforcing bar and adds builder's temporary shed, makes that simple and convenient to set up speed fast, and one time investing can be had enough to meet the need use, and is safe and reliable.
For solving the problems of the technologies described above, the present invention adopts following technical scheme: the regularization reinforcing bar adds builder's temporary shed, it is characterized in that: comprise the vertical supporting member that is fixed on the concrete foundation, described vertical supporting member is encircled into a circle and a circle girder is fixed at the top, intersect on the described girder and be provided with steel pipe, described steel pipe is fixed on the described girder by fastener, and described steel pipe infall is also fixed by described fastener, lays the ceiling panel on the described steel pipe.
Preferably, described girder is square, and the steel pipe square crossing is provided with on the girder.
Preferably, described vertical supporting member is a box steel column, and the box steel column bottom is welded with base plate, and base plate is fixed on the concrete foundation by crab-bolt.
Preferably, the root of described steel column is provided with stiffening rib, and described crab-bolt adopts double nut to be fixed on the concrete foundation.
Preferably, described steel column comprises the corner post and the middle center pillar on four limits, and described steel column top is provided with abacus, is provided with stiffening rib between abacus and described steel column.
Preferably, four ends of described girder are welded with the junction plate of isosceles trapezoid, and junction plate is provided with bolt hole and is used for girder and is connected with the abacus bolt of corner post.
Preferably, the subordinate welds square connecting plate in the described girder, and junction plate is provided with bolt hole and is connected with the abacus bolt of center pillar,
Preferably, described girder is the U-lag steel.
Preferably, described fastener is " several " font structure, and described catch bottom face is welded on girder or the steel pipe.
Preferably, described ceiling panel is arranged by bamboo plate and is formed.Second layer protective frame is set up by steel pipe, fastener in described ceiling panel top, and the laying bamboo plate forms second overcoat on plane steel pipe on the protective frame.
That the present invention adopts is detachable, the regularization reinforcing bar adds builder's temporary shed, and by vertical supporting member, girder, steel pipe, fastener and bamboo plate assemble, and makes that simple and convenient to set up speed fast, and one time investing can be had enough to meet the need use, and is safe and reliable.
Description of drawings
Below in conjunction with the drawings and specific embodiments the present invention is further described:
Fig. 1 is a structural representation of the present invention;
Fig. 2 is that steel column is connected vertical view with the floor;
Fig. 3 is that steel column is connected front view with the floor;
Fig. 4 is that corner post is connected vertical view with girder;
Fig. 5 is that corner post is connected front view with girder;
Fig. 6 is that center pillar is connected vertical view with girder;
Fig. 7 is that center pillar is connected front view with girder;
Fig. 8 is fastener and girder syndeton schematic diagram;
Fig. 9 is the structural representation of ceiling.
The specific embodiment
Extremely shown in Figure 9 as Fig. 1, the embodiment that adds builder's temporary shed for regularization reinforcing bar of the present invention, comprise the vertical supporting member 1 that is fixed on the concrete foundation, described vertical supporting member is encircled into a circle and a circle girder 2 is fixed at the top, intersect on the described girder and be provided with steel pipe 3, described steel pipe is fixed on the described girder by fastener 4, and described steel pipe infall is also fixed by described fastener, lays ceiling panel 9 on the described steel pipe.Described girder 2 is square, steel pipe 3 square crossing settings on the girder.Described vertical supporting member 1 is a box steel column, and the box steel column bottom is welded with base plate 5, and base plate is fixed on the concrete foundation by crab-bolt.The root of described steel column is provided with stiffening rib 6, and described crab-bolt adopts double nut to fix.Described steel column comprises the corner post and the middle center pillar on four limits, and described steel column top is provided with abacus 7, is provided with stiffening rib 6 between abacus and described steel column.Four ends of described girder are welded with the junction plate 8 of isosceles trapezoid, and junction plate is provided with bolt hole and is used for girder and is connected with the abacus bolt of corner post.The subordinate welds square junction plate 8 in the described girder 2, and junction plate is provided with bolt hole and is connected with the abacus bolt of center pillar, and described girder 2 is the U-lag steel.Described fastener 4 is " several " font structure, and described catch bottom face is welded on girder or the steel pipe.Described ceiling panel 9 is arranged by bamboo plate and is formed.Second layer protective frame is set up by steel pipe, fastener in described ceiling panel top, and the laying bamboo plate forms second overcoat on plane steel pipe on the protective frame.
This patent adopts box column as vertical supporting member, channel-section steel is as girder, set up double-deck protection with steel pipe, fastener again, vertical box steel column and base plate welding, and be fixed on the concrete foundation by crab-bolt, crab-bolt adopts double nut to fix, and the root at steel column is provided with stiffening rib simultaneously, strengthens its rigidity.Bean column node adopts bolt to connect, and is convenient to dismounting, can reuse.For the situation of corner post, at column cap position welded post top board, and its down welding styletable put more energy into, open four bolts hole on the post item plate, be used for being connected of steel column and both direction girder.At junction plate of the end of channel-section steel girder welding, two bolts hole are opened in the end of junction plate, are used for being connected of steel channel beam and steel column, and the while junction plate is isosceles trapezoid, is convenient to the connection of girder on abacus of both direction.Every girder on abacus, for the situation of center pillar, is welded to connect plate with two bolt under girder, reserve four bolts hole on the plate, be used for girder steel and connect, and under junction plate four stiffening ribs of welding, strengthen nuclear capital rigidity, with bolt beam column is connected.After steel column and girder install, just can carry out the construction of horizontal protective layer.Set up the clip of spacing welding " several " font on long side direction channel-section steel girder by steel pipe, it is made up of two angle steel and a steel deck-plate, is used for fixing steel pipe, limits before and after it and both direction mobile up and down.When the reinforcing bar canopy is installed, earlier steel column and channel-section steel girder are installed, to pass " several " font clip on the long edge-beam again perpendicular to the steel pipe of long edge-beam direction, be shelved on the long edge-beam, with fastener that the steel pipe of other direction is fixed thereon at a certain distance then, fix two steel pipes that are parallel to the girder direction in long edge-beam both sides with fastener, so as to moving of restriction steel pipe left and right sides both direction, so just, limited moving of whole horizontal protective layer one way or another, simultaneously, also be beneficial to the dismounting of reinforcing bar canopy.Set up second layer protection with steel pipe, fastener simultaneously, and on steel pipe, lay bamboo plate.
Claims (10)
1. the regularization reinforcing bar adds builder's temporary shed, it is characterized in that: comprise the vertical supporting member (1) that is fixed on the concrete foundation, described vertical supporting member is encircled into a circle and a circle girder (2) is fixed at the top, intersect on the described girder and be provided with steel pipe (3), described steel pipe is fixed on the described girder by fastener (4), described steel pipe infall is also fixed by described fastener, lays ceiling panel (9) on the described steel pipe.
2. regularization reinforcing bar according to claim 1 adds builder's temporary shed, it is characterized in that: described girder (2) is square, steel pipe on the girder (3) square crossing setting.
3. regularization reinforcing bar according to claim 2 adds builder's temporary shed, it is characterized in that: described vertical supporting member (1) is a box steel column, and the box steel column bottom is welded with base plate (5), and base plate is fixed on the concrete foundation by crab-bolt.
4. regularization reinforcing bar according to claim 3 adds builder's temporary shed, it is characterized in that: the root of described steel column is provided with stiffening rib (6), and described crab-bolt adopts double nut to be fixed on the concrete foundation.
5. regularization reinforcing bar according to claim 4 adds builder's temporary shed, it is characterized in that: described steel column comprises the corner post and the middle center pillar on four limits, and described steel column top is provided with abacus (7), is provided with stiffening rib (6) between abacus and described steel column.
6. regularization reinforcing bar according to claim 5 adds builder's temporary shed, it is characterized in that: four ends of described girder are welded with the junction plate (8) of isosceles trapezoid, and junction plate is provided with bolt hole and is used for girder and is connected with the abacus bolt of corner post.
7. regularization reinforcing bar according to claim 6 adds builder's temporary shed, it is characterized in that: the subordinate welds square junction plate (8) in the described girder (2), and junction plate is provided with bolt hole and is connected with the abacus bolt of center pillar,
8. regularization reinforcing bar according to claim 1 adds builder's temporary shed, it is characterized in that: described fastener (4) is " several " font structure, and described catch bottom face is welded on girder or the steel pipe.
9. regularization reinforcing bar according to claim 1 adds builder's temporary shed, it is characterized in that: described ceiling panel (9) is arranged by bamboo plate and is formed.
10. regularization reinforcing bar according to claim 9 adds builder's temporary shed, it is characterized in that: second layer protective frame is set up by steel pipe, fastener in described ceiling panel (9) top, and the laying bamboo plate forms second overcoat on plane steel pipe on the protective frame.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011100709353A CN102174856A (en) | 2011-03-23 | 2011-03-23 | Finalized rebar machining shed |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011100709353A CN102174856A (en) | 2011-03-23 | 2011-03-23 | Finalized rebar machining shed |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN102174856A true CN102174856A (en) | 2011-09-07 |
Family
ID=44518077
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011100709353A Pending CN102174856A (en) | 2011-03-23 | 2011-03-23 | Finalized rebar machining shed |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102174856A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103835512A (en) * | 2014-02-28 | 2014-06-04 | 中天建设集团有限公司 | Shaped splicable protective shed mounting method |
| CN103835518A (en) * | 2014-02-28 | 2014-06-04 | 中天建设集团有限公司 | Shaped splicable protective shed |
| CN109577198A (en) * | 2018-11-07 | 2019-04-05 | 同济大学 | Fastener Fabricated platform awning skeleton suitable for section assembling construction bridges |
-
2011
- 2011-03-23 CN CN2011100709353A patent/CN102174856A/en active Pending
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103835512A (en) * | 2014-02-28 | 2014-06-04 | 中天建设集团有限公司 | Shaped splicable protective shed mounting method |
| CN103835518A (en) * | 2014-02-28 | 2014-06-04 | 中天建设集团有限公司 | Shaped splicable protective shed |
| CN103835512B (en) * | 2014-02-28 | 2016-03-02 | 中天建设集团有限公司 | Regularization assemble type protection canopy mounting method |
| CN109577198A (en) * | 2018-11-07 | 2019-04-05 | 同济大学 | Fastener Fabricated platform awning skeleton suitable for section assembling construction bridges |
| CN109577198B (en) * | 2018-11-07 | 2021-05-11 | 同济大学 | Fastener assembled canopy skeleton suitable for construction bridge is assembled to festival section |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20110907 |