CN207794690U - The assembled steel reinforced machining shed that can be had enough to meet the need - Google Patents
The assembled steel reinforced machining shed that can be had enough to meet the need Download PDFInfo
- Publication number
- CN207794690U CN207794690U CN201721925479.5U CN201721925479U CN207794690U CN 207794690 U CN207794690 U CN 207794690U CN 201721925479 U CN201721925479 U CN 201721925479U CN 207794690 U CN207794690 U CN 207794690U
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- China
- Prior art keywords
- girder
- column
- need
- meet
- enough
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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
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 41
- 239000010959 steel Substances 0.000 title claims abstract description 41
- 238000003754 machining Methods 0.000 title claims abstract description 24
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 8
- 229910052742 iron Inorganic materials 0.000 claims description 4
- 230000002093 peripheral effect Effects 0.000 claims description 4
- 229910001294 Reinforcing steel Inorganic materials 0.000 abstract description 11
- 238000004064 recycling Methods 0.000 abstract description 6
- 230000001681 protective effect Effects 0.000 abstract description 3
- 230000000153 supplemental effect Effects 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 6
- 238000009434 installation Methods 0.000 description 6
- 238000010586 diagram Methods 0.000 description 3
- 238000003466 welding Methods 0.000 description 3
- 238000009417 prefabrication Methods 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 230000007306 turnover Effects 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 210000000988 bone and bone Anatomy 0.000 description 1
- 230000003247 decreasing effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000009545 invasion Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
Abstract
The utility model discloses the assembled steel reinforced machining shed that can be had enough to meet the need, which includes superstructure and substructure, and substructure includes column and basis, the removable connection of column and basis；Superstructure includes girder and girder truss group, girder truss group includes being symmetrically disposed on the girder truss of girder both sides, girder truss includes connector, connector side is equipped with the first link position and the second link position, first link position connects cant beam, second link position connecting cross beam, the cant beam other end are connect with the crossbeam other end；Its middle girder and the removable connection of column, connector and the removable connection of girder.The assembled steel reinforced machining shed of the utility model is all made of the removable connector of such as bolt and is assembled to each component so that each removable recycling of component, recycling；And reinforcing steel processing shed superstructure uses the girder truss system of triangle, the larger anti-weight bearing power for improving superstructure to be not required to take supplemental protective measure under extreme weather.
Description
Technical field
The utility model is related to construction site infrastructure, more particularly to the assembled steel reinforced machining shed that can be had enough to meet the need.
Background technology
Currently, reinforcing steel processing shed is the protective device of civil engineering work construction site steel bar meter operation area, reinforcing bar folding
The operations such as curved, welding operate in reinforcing steel processing shed.Existing reinforcing steel processing shed is generally connect using three root posts with basis,
Two square steel are welded in each column and make diagonal brace, form substructure；Truss girder, truss are set up in welding at the top of column and diagonal brace
Wheel bone is set up in girder top with steel pipe, is laid with and prevents pounding rain-proof Double-protection, and hang up safe poster, forms superstructure.
But existing reinforcing steel processing shed has the following defects：
(1) original reinforcing steel processing shed welding capacity is big, and installation is more troublesome.
(2) after reinforcing steel processing shed service life, it has not been convenient to which recycling turnover recycling, overall expenses are high.
(3) reinforcing steel processing shed superstructure safeguard procedures are insecure, cannot resist extreme weather invasion；Such as poles such as typhoons
Weather is held, the safe ancillary measure such as cable wind rope need to be added.
Utility model content
For overcome the deficiencies in the prior art, one of the purpose of this utility model is to provide a kind of convenient for assembly, conveniently
Dismounting turnover, reusable, the proportion of goods damageds are low and the higher reinforcing steel processing shed of anti-weight bearing power.
One of the purpose of this utility model adopts the following technical scheme that realization：
The assembled steel reinforced machining shed that can be had enough to meet the need, including substructure described in substructure and superstructure include column and
Basis, the column and the removable connection in basis；The superstructure includes girder and girder truss group, the girder truss group
Girder truss including being symmetrically disposed on the girder both sides, the girder truss includes connector, and the connector side is equipped with the
One link position and the second link position, first link position are connected with cant beam, and second link position is connected with cross
Beam；The cant beam other end is connect with the crossbeam other end；The girder and the removable connection of the column；The connector
With the removable connection of the girder.
Further, it is also connected between the cant beam and the crossbeam equipped with several vertical purlins；First connection position
Set the height that the distance between described second link position is more than the vertical purlin.
Further, it is equipped with girder truss group described in several groups along the girder length direction.
Further, the girder includes girder connecting plate and several sections of girder beam bodies, the girder connecting plate respectively with
Adjacent two sections of girder beam bodies are bolted.
Further, described column one end is fixed with upright post connecting plate；The upright post connecting plate is equipped with screw hole, the basis
The interior pre-buried lead screw being equipped with across the screw hole, the upright post connecting plate are solid by the pre-buried lead screw and nut with the basis
Fixed connection.
Further, the column and the girder, the girder and the girder truss connector, the purlin with it is described
Girder truss is bolted respectively.
Further, the truss soffit and the girder truss peripheral side, which are wrapped up, is equipped with iron sheet steel plate.
Further, the column is shaped steel column, and girder beam body is steel main beam beam body, and purlin is section steel purlin.
Further, the column quantity is 2.
Compared with prior art, the beneficial effects of the utility model are：
(1) component used is prefabricated component, only need to each prefabricated component scene by bolt or be passed through other removable companies
Fitting connects, and assembly is simple.
(2) it at the end of engineering, need to only be removed with by bolt or other removable connectors, you can each component is carried out
Recycling goes to next construction site week and carries out repeating to install utilizing, reduces the proportion of goods damageds and cost.
(3) the English truss girder system system that the superstructure of reinforcing steel processing shed uses, the larger anti-lotus for improving superstructure
Loading capability under extreme weather environment, is not required to take supplemental protective measure；And because whole use section steel material, structure more firm
Gu.
Description of the drawings
Fig. 1 is the structural schematic diagram for the assembled steel reinforced machining shed that the utility model can have enough to meet the need；
Fig. 2 is the connection diagram of column and basis；
Fig. 3 is the structural schematic diagram of girder truss.
In figure：11, girder truss；111, connector；112, cant beam；113, crossbeam；114, vertical purlin；12, girder；121、
Girder beam body；21, column；211, upright post connecting plate；22, basic；221, pre-buried lead screw.
Specific implementation mode
In the following, in conjunction with attached drawing and specific implementation mode, the utility model is described further, it should be noted that
Under the premise of not colliding, it can be formed in any combination between various embodiments described below or between each technical characteristic new
Embodiment.
As shown in Figs. 1-3, the utility model provides the assembled steel reinforced machining shed that can be had enough to meet the need, all structures of the machining shed
Part is prefabricated component, and scene need not weld, it is only necessary to removable installation is carried out between each component；Meanwhile because processing
The superstructure of canopy uses 11 structure of triangular truss beam, and the steel pipe that middle machining shed superstructure uses compared with the prior art is set up
It takes turns bon e formation and protects bearing structure, have more stability.
The assembled steel reinforced machining shed having enough to meet the need of the utility model includes substructure and superstructure, substructure packet
Include column 21 and basis 22, column 21 and basic 22 removable connections；Superstructure includes girder 12, girder truss group, girder 12
With 21 removable connection of column.
In superstructure, girder truss group includes being symmetrically disposed on the girder truss 11 of 12 both sides of the girder, and girder truss 11 wraps
Connector 111 is included, 111 side of connector is equipped with the first link position and the second link position, the first link position and cant beam 112
One end, the second link position connect with one end of crossbeam 113, and 112 other end of cant beam is connect with 113 other end of crossbeam to shape
At triangular truss structure, and two girder trusses 11 are symmetricly set on 12 both sides of girder, and symmetrical structure can be carried more rationally, be made
Obtaining the superstructure has higher stability；The connection of girder truss 11 and girder 12, it is removable by connector 111 and girder 12
Connection is realized.
As shown in Fig. 1 or Fig. 3, in order to further strengthen the bearing load ability of superstructure stability, in 112 He of cant beam
Several vertical purlins 114 are additionally provided between crossbeam 113, and the distance between the first link position and the second link position are more than
The height of vertical purlin 114.Specifically, crossbeam 113 is vertically arranged with connector 111, and the inclination of cant beam 112 is set with connector 111
It sets, i.e., the spacing between cant beam 112 and crossbeam 113 is successively decreased in 111 side of connector maximum, the spacing along 113 length direction of crossbeam.
By the setting in vertical purlin 114, grid structure is formd, the vertical load on cant beam 112 has been shared, has improved girder truss
The stability and bearing capacity of 11 structures.
Specifically, along 12 length direction of girder, it is equipped with several groups girder truss group.It is also connected in girder truss group equipped with purlin shape
At grid structure, stable structure.
Preferably, in order to facilitate the transport of girder 12, and in order to adapt to the different girders 12 that multiple construction sites need
The operating mode of size, girder 12 are made of the connection of multistage girder beam body 121.Specifically, girder 12 includes several sections of girder beam bodies 121
With girder connecting plate, girder connecting plate side is connect by bolt with its girder beam body 121, and the girder connecting plate other side passes through spiral shell
Bolt is connect with another girder beam body 121.Preferably, adjacent girder beam body 121 is aligned with each other, and the left and right sides is connected by girder
Crab bolt connects.
As shown in Figure 1 and Figure 2, in substructure, column 21 and the connection on basis 22 are bolted.Specifically, column
21 one end, which are welded or are integrally formed, is connected with upright post connecting plate 211, and upright post connecting plate 211 is equipped with screw hole, is equipped in basis 22
Pre-buried lead screw 221, pre-buried lead screw 221 pass through screw hole, upright post connecting plate 211 solid by pre-buried lead screw 221 and nut with basis 22
Fixed connection.Removable connection between column 21 and basis 22 when the later stage removes, need to only remove nut.
Preferably, column 21 uses H profile steel, and H profile steel has a more preferably rigidity with respect to steel pipe or I-steel, stability and resists
Turn round anti-bending strength.Specifically, because the H profile steel that column 21 uses has more excellent rigidity and stability, preferably 21 quantity of column is
2, it is opposite in this way to need to use 3 to 4 root posts 21 as supporting with original machining shed, reduce occupied space, it can be more
Facilitate worker, instrument to enter in machining shed, improves working efficiency.
In order to enable the machining shed is convenient for assembly and recycling is used in turn, column 21 and girder 12, girder 12 and girder truss
Connection between 11 connectors 111, purlin and girder truss 11, is also all made of and is bolted, and when dismounting can use electric wrench
Demounting bolt improves disassembly efficiency.Preferably, in order to further increase the stability of connection, column 21 and girder 12, girder 12
It is connect using high-strength bolts between girder truss 11, high-strength bolts can bear larger load.
In order to which keeping out wind and rain for reinforcing steel processing shed covers the functions such as day, in 11 bottom surface of girder truss and the peripheral side of girder truss 11
It is enclosed with iron sheet steel plate.
Specifically, girder beam body 121 is steel main beam beam body 121, purlin is section steel purlin.
Specifically, the assembled steel reinforced machining shed Construction Principle having enough to meet the need of the utility model is as follows：
Prefabrication step：11 component of prefabrication column 21, girder beam body 121 and girder truss；11 component packet of the girder truss
Connector 111, cant beam 112 and crossbeam 113 are included, the side of the connector 111 is equipped with the first link position and the second connection position
It sets, one end of the cant beam 112 is connected to first link position, the other end of the crossbeam 113 is connected to described
Second link position, while 112 other end of the cant beam being connect with the other end of the crossbeam 113, complete the girder truss
11 it is prefabricated；
Foundation construction step：Excavation pit pours basis 22 in foundation pit；
Installation step：By column 21 and basic 22 removable connections, substructure is formed；It is aligned girder beam body 121, will be led
Beam beam body 121 is removable to connect into girder 12；By the lifting of mounted girder 12 on column 21, and by girder 12 and column 21
Removable installation connection；12 both sides of girder are symmetrically mounted on by two girder trusses 11 are removable again, form girder truss group；Again along master
The removable installation several groups girder truss group of 12 length direction of beam；
Protect installation steps：Iron sheet steel plate is installed in the bottom surface and peripheral side of girder truss 11.
The above embodiment is only preferred embodiments of the present invention, cannot be protected with this to limit the utility model
Range, the variation of any unsubstantiality that those skilled in the art is done on the basis of the utility model and replacing belongs to
In the utility model range claimed.
Claims (9)
1. the assembled steel reinforced machining shed that can be had enough to meet the need, including substructure and superstructure, it is characterised in that：
The substructure includes column and basis, the column and the removable connection in basis；
The superstructure includes girder and girder truss group, and the girder truss group includes being symmetrically disposed on the purlin of the girder both sides
It sets a roof beam in place, the girder truss includes connector, and the connector side is equipped with the first link position and the second link position, and described the
One end of one link position and cant beam connects, and one end of second link position and crossbeam connects；The cant beam other end with
The crossbeam other end connection；
The girder and the removable connection of the column；The connector and the removable connection of the girder.
2. the assembled steel reinforced machining shed that can be had enough to meet the need as described in claim 1, it is characterised in that：
It is also connected between the cant beam and the crossbeam equipped with several vertical purlins；First link position connects with described second
Connect the height that the distance between position is more than the vertical purlin.
3. the assembled steel reinforced machining shed that can be had enough to meet the need as claimed in claim 2, it is characterised in that：Along the girder length direction
Equipped with girder truss group described in several groups.
4. the assembled steel reinforced machining shed that can be had enough to meet the need as claimed in claim 3, it is characterised in that：The girder includes that girder connects
Fishplate bar and several sections of girder beam bodies, the girder connecting plate are bolted with the adjacent two sections girder beam bodies respectively.
5. the assembled steel reinforced machining shed that can be had enough to meet the need as claimed in claim 2, it is characterised in that：
Described column one end is fixed with upright post connecting plate；The upright post connecting plate is equipped with screw hole, is equipped with across institute in the basis
The pre-buried lead screw of screw hole is stated, the upright post connecting plate is fixedly connected with the basis by the pre-buried lead screw and nut.
6. the assembled steel reinforced machining shed having enough to meet the need as described in claim 2-5 any one, it is characterised in that：The column
Connected respectively by bolt with the girder truss with the girder, the girder and the girder truss connector, the vertical purlin
It connects.
7. the assembled steel reinforced machining shed that can be had enough to meet the need as claimed in claim 6, it is characterised in that：The truss soffit and institute
Girder truss peripheral side is stated to wrap up equipped with iron sheet steel plate.
8. the assembled steel reinforced machining shed that can be had enough to meet the need as claimed in claim 7, it is characterised in that：The column is vertical for shaped steel
Column, girder beam body are steel main beam beam body, and purlin is section steel purlin.
9. the assembled steel reinforced machining shed that can be had enough to meet the need as claimed in claim 8, it is characterised in that：The column quantity is 2.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721925479.5U CN207794690U (en) | 2017-12-30 | 2017-12-30 | The assembled steel reinforced machining shed that can be had enough to meet the need |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721925479.5U CN207794690U (en) | 2017-12-30 | 2017-12-30 | The assembled steel reinforced machining shed that can be had enough to meet the need |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207794690U true CN207794690U (en) | 2018-08-31 |
Family
ID=63277211
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721925479.5U Expired - Fee Related CN207794690U (en) | 2017-12-30 | 2017-12-30 | The assembled steel reinforced machining shed that can be had enough to meet the need |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207794690U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108166783A (en) * | 2017-12-30 | 2018-06-15 | 中国建筑第五工程局有限公司 | The assembled steel reinforced machining shed and its assembly method that can be had enough to meet the need |
-
2017
- 2017-12-30 CN CN201721925479.5U patent/CN207794690U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108166783A (en) * | 2017-12-30 | 2018-06-15 | 中国建筑第五工程局有限公司 | The assembled steel reinforced machining shed and its assembly method that can be had enough to meet the need |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| 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: 20180831 |