CN108166783A - The assembled steel reinforced machining shed and its assembly method that can be had enough to meet the need - Google Patents
The assembled steel reinforced machining shed and its assembly method that can be had enough to meet the need Download PDFInfo
- Publication number
- CN108166783A CN108166783A CN201711493021.1A CN201711493021A CN108166783A CN 108166783 A CN108166783 A CN 108166783A CN 201711493021 A CN201711493021 A CN 201711493021A CN 108166783 A CN108166783 A CN 108166783A
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- Prior art keywords
- girder
- column
- truss
- meet
- enough
- 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.)
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 47
- 239000010959 steel Substances 0.000 title claims abstract description 47
- 238000003754 machining Methods 0.000 title claims abstract description 28
- 238000000034 method Methods 0.000 title claims abstract description 12
- 238000009434 installation Methods 0.000 claims description 16
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 14
- 238000010276 construction Methods 0.000 claims description 7
- 229910052742 iron Inorganic materials 0.000 claims description 7
- 230000002093 peripheral effect Effects 0.000 claims description 6
- 238000009417 prefabrication Methods 0.000 claims description 4
- 238000009412 basement excavation Methods 0.000 claims description 3
- 229910001294 Reinforcing steel Inorganic materials 0.000 abstract description 12
- 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
- 238000010586 diagram Methods 0.000 description 3
- 238000003466 welding Methods 0.000 description 3
- 210000000988 bone and bone Anatomy 0.000 description 2
- 230000007306 turnover Effects 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 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
- 230000003014 reinforcing effect Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H1/00—Buildings or groups of buildings for dwelling or office purposes; General layout, e.g. modular co-ordination or staggered storeys
- E04H1/12—Small buildings or other erections for limited occupation, erected in the open air or arranged in buildings, e.g. kiosks, waiting shelters for bus stops or for filling stations, roofs for railway platforms, watchmen's huts or dressing cubicles
- E04H1/1205—Small buildings erected in the open air
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
- E04B1/4157—Longitudinally-externally threaded elements extending from the concrete or masonry, e.g. anchoring bolt with embedded head
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2406—Connection nodes
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2418—Details of bolting
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Working Measures On Existing Buildindgs (AREA)
Abstract
The invention discloses the assembled steel reinforced machining shed and its assembly method 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 present invention assembles each component using the removable connector of such as bolt 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 is not required to take supplemental protective measure under extreme weather.
Description
Technical field
The present invention relates to construction site infrastructure more particularly to the assembled steel reinforced machining sheds and its dress that can have enough to meet the need
Method of completing the square.
Background technology
At present, reinforcing steel processing shed is the protective device of civil engineering work construction site steel bar meter operation area, and reinforcing bar is rolled over
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 there are following defects for existing reinforcing steel processing shed and its installation method：
(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, it is impossible to resist extreme weather invasion；Such as poles such as typhoons
Weather is held, the safe ancillary method such as cable wind rope need to be added.
Invention content
For overcome the deficiencies in the prior art, one of the objects of the present invention is to provide a kind of convenient for assembly, easy to disassemble
Turnover, reusable, the proportion of goods damageds are low and the higher reinforcing steel processing shed of anti-weight bearing power.
The second object of the present invention is to provide the assembly method of assembled steel reinforced machining shed that can be had enough to meet the need.
An object of the present invention 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 include 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 horizontal stroke
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 with being equipped with several vertical purlins between the cant beam and the crossbeam；First connection position
Put 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 include 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 pre-buried screw of the screw hole is inside provided through, the upright post connecting plate is consolidated with the basis by the pre-buried screw and nut
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 are wrapped up 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.
The second object of the present invention adopts the following technical scheme that realization：
The assembly method of assembled steel reinforced machining shed that can be had enough to meet the need, including：
Prefabrication step：Prefabricated stand column, girder beam body and truss beam；The truss beam includes connector, cant beam
And crossbeam, the side of the connector are equipped with the first link position and the second link position, one end of the cant beam are connected to
The other end of the crossbeam is connected to second link position, while the cant beam is another by first link position
End is connect with the other end of the crossbeam, completes the prefabricated of the girder truss；
Foundation construction step：Excavation pit pours basis in foundation pit；
Installation step：By column and the removable connection in basis, substructure is formed；Girder beam body is aligned, by girder beam body
It is removable to connect into girder；It is connected by mounted main cable and girder to column, and by the removable installation of girder and column；Again will
Two girder trusses are removable to be symmetrically mounted on girder both sides, forms girder truss group；If again along the removable installation of girder length direction
Dry group girder truss group；
Protect installation steps：Iron sheet steel plate is installed in the bottom surface and peripheral side of girder truss.
Compared with prior art, the beneficial effects of the present invention are：
(1) component used is prefabricated component, only need to by bolt or each prefabricated component scene be passed through other removable companies
Fitting connects, and assembling 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 is more firm
Gu.
Description of the drawings
Fig. 1 is the structure diagram of assembled steel reinforced machining shed that the present invention can be had enough to meet the need；
Fig. 2 is column and the connection diagram on basis；
Fig. 3 is the structure diagram of girder truss.
In figure：11st, girder truss；111st, connector；112nd, cant beam；113rd, crossbeam；114th, vertical purlin；12nd, girder；121、
Girder beam body；21st, column；211st, upright post connecting plate；22nd, it is basic；221st, pre-buried screw.
Specific embodiment
In the following, with reference to attached drawing and specific embodiment, the present invention is described further, it should be noted that not
Under the premise of conflicting, new implementation can be formed between various embodiments described below or between each technical characteristic in any combination
Example.
As shown in Figs. 1-3, the present invention provides the assembled steel reinforced machining shed that can be had enough to meet the need, all components of the machining shed are equal
For prefabricated component, scene does not need to weld, it is only necessary to removable installation is carried out between each component；Meanwhile because the machining shed
Superstructure uses 11 structure of triangular truss beam, and the steel pipe that middle machining shed superstructure uses compared with the prior art sets up wheel bone
Protection bearing structure is formed, with more stability.
The assembled steel reinforced machining shed having enough to meet the need of the present invention includes substructure and superstructure, and substructure includes vertical
Column 21 and basis 22, column 21 and basic 22 removable connections；Superstructure includes girder 12, girder truss group, and girder 12 is with standing
21 removable connection of column.
In superstructure, girder truss group includes being symmetrically disposed on the girder truss 11 of 12 both sides of 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 so as to shape
Into 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 set with connector 111, and the inclination of cant beam 112 is set with connector 111
It puts, 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, equipped with several groups of girder truss groups.It is also connected with being equipped with purlin shape in girder truss group
Into grid structure, stable structure.
Preferably, in order to facilitate the transport of girder 12 and for the different girders 12 for adapting to multiple construction site needs
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 girder connecting plate opposite 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 screw 221, pre-buried screw 221 pass through screw hole, and upright post connecting plate 211 is consolidated with basis 22 by pre-buried screw 221 and nut
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 that 3 to 4 root posts 21 is used to reduce occupied space as supporting with original machining shed, it can be more
Worker, instrument is facilitated 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 connected by screw bolts, and when dismounting can use electric wrench
Demounting bolt improves disassembly efficiency.Preferably, in order to further improve the stability of connection, column 21 and girder 12, girder 12
It is connect between girder truss 11 using high-strength bolts, 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.
The present invention also provides a kind of assembly method of assembled steel reinforced machining shed having enough to meet the need, including：
Prefabrication step：11 component of prefabrication column 21, girder beam body 121 and girder truss；The 11 component packet of 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 puts, 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 cant beam is 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；Girder beam body 121 is aligned, by master
Beam beam body 121 is removable to connect into girder 12；Mounted girder 12 is lifted to 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
12 length direction of beam several groups of girder truss groups of removable installation；
Protect installation steps：Iron sheet steel plate is installed in the bottom surface and peripheral side of girder truss 11.
Wherein it is worth noting that, reinforcing steel processing shed of the present invention in assembling, column 21 is first found in use, then overlaps girder
12, it is formed after stable substructure is supported and sets up girder truss 11 again, finally wrap up the assembly method of iron sheet steel plate again.Cause
Superstructure is set up again first to set up stable lower part system so that the situation of 21 unstability of column during installation is less likely to occur.
The above embodiment is only the preferred embodiment of the present invention, it is impossible to the scope of protection of the invention is limited with this,
The variation and replacement for any unsubstantiality that those skilled in the art is done on the basis of the present invention belong to institute of the present invention
Claimed range.
Claims (10)
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 with being equipped with several vertical purlins between the cant beam and the crossbeam；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 connects including girder
Fishplate bar and several sections of girder beam bodies, the girder connecting plate are bolted respectively with the adjacent two sections girder beam bodies.
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, and institute is provided through in the basis
The pre-buried screw of screw hole is stated, the upright post connecting plate is fixedly connected with the basis by the pre-buried 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 stood 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.
10. the assembly method of assembled steel reinforced machining shed that can be had enough to meet the need, which is characterized in that including：
Prefabrication step：Prefabricated stand column, girder beam body and truss beam；The girder truss includes connector, cant beam and crossbeam, institute
The side for stating connector is equipped with the first link position and the second link position, and one end of the cant beam is connected to described first connects
Position is connect, the other end of the crossbeam is connected to second link position, while by the cant beam other end and the horizontal stroke
The other end connection of beam, completes the prefabricated of the girder truss；
Foundation construction step：Excavation pit pours basis in foundation pit；
Installation step：By column and the removable connection in basis, substructure is formed；Girder beam body is aligned, girder beam body is removable
Formula connects into girder；It is connected by mounted main cable and girder to column, and by the removable installation of girder and column；Again by two
Girder truss is removable to be symmetrically mounted on girder both sides, forms girder truss group；Again along removable several groups of the installation of girder length direction
Girder truss group；
Protect installation steps：Iron sheet steel plate is installed in the bottom surface and peripheral side of girder truss.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711493021.1A CN108166783A (en) | 2017-12-30 | 2017-12-30 | The assembled steel reinforced machining shed and its assembly method that can be had enough to meet the need |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711493021.1A CN108166783A (en) | 2017-12-30 | 2017-12-30 | The assembled steel reinforced machining shed and its assembly method that can be had enough to meet the need |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108166783A true CN108166783A (en) | 2018-06-15 |
Family
ID=62516951
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711493021.1A Pending CN108166783A (en) | 2017-12-30 | 2017-12-30 | The assembled steel reinforced machining shed and its assembly method that can be had enough to meet the need |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108166783A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109537737A (en) * | 2019-01-14 | 2019-03-29 | 浙江新盛建设集团有限公司 | A kind of the totally detachable type machining shed and its assemble method of waterproof layer partition |
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| WO2010057313A1 (en) * | 2008-11-22 | 2010-05-27 | Weatherhaven Resources Ltd. | Compact extendible height container and shelter |
| CN103741970A (en) * | 2013-12-30 | 2014-04-23 | 广西建工集团第五建筑工程有限责任公司 | Assembled machining shed for building construction and manufacture and installation method thereof |
| CN204081538U (en) * | 2014-09-10 | 2015-01-07 | 中建四局第六建筑工程有限公司 | A kind of assembling turnover processing protection canopy |
| CN204326607U (en) * | 2014-11-21 | 2015-05-13 | 西安市建筑工程总公司 | A kind of assembled steel reinforced machining shed |
| CN205840337U (en) * | 2016-06-23 | 2016-12-28 | 合肥深安钢结构建筑***工程有限公司 | A kind of complete bolted reinforcing steel processing shed |
| CN206110715U (en) * | 2016-09-28 | 2017-04-19 | 宁波远见传媒股份有限公司 | House formula canopy |
| FR3047264A1 (en) * | 2016-02-02 | 2017-08-04 | Becher Stp | TEMPORARY SHELTER WITH QUICK DEPLOYMENT |
| CN207794690U (en) * | 2017-12-30 | 2018-08-31 | 中国建筑第五工程局有限公司 | The assembled steel reinforced machining shed that can be had enough to meet the need |
-
2017
- 2017-12-30 CN CN201711493021.1A patent/CN108166783A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2010057313A1 (en) * | 2008-11-22 | 2010-05-27 | Weatherhaven Resources Ltd. | Compact extendible height container and shelter |
| CN103741970A (en) * | 2013-12-30 | 2014-04-23 | 广西建工集团第五建筑工程有限责任公司 | Assembled machining shed for building construction and manufacture and installation method thereof |
| CN204081538U (en) * | 2014-09-10 | 2015-01-07 | 中建四局第六建筑工程有限公司 | A kind of assembling turnover processing protection canopy |
| CN204326607U (en) * | 2014-11-21 | 2015-05-13 | 西安市建筑工程总公司 | A kind of assembled steel reinforced machining shed |
| FR3047264A1 (en) * | 2016-02-02 | 2017-08-04 | Becher Stp | TEMPORARY SHELTER WITH QUICK DEPLOYMENT |
| CN205840337U (en) * | 2016-06-23 | 2016-12-28 | 合肥深安钢结构建筑***工程有限公司 | A kind of complete bolted reinforcing steel processing shed |
| CN206110715U (en) * | 2016-09-28 | 2017-04-19 | 宁波远见传媒股份有限公司 | House formula canopy |
| CN207794690U (en) * | 2017-12-30 | 2018-08-31 | 中国建筑第五工程局有限公司 | The assembled steel reinforced machining shed that can be had enough to meet the need |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109537737A (en) * | 2019-01-14 | 2019-03-29 | 浙江新盛建设集团有限公司 | A kind of the totally detachable type machining shed and its assemble method of waterproof layer partition |
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