CN108678445A - A kind of structure of workshop - Google Patents
A kind of structure of workshop Download PDFInfo
- Publication number
- CN108678445A CN108678445A CN201810739744.3A CN201810739744A CN108678445A CN 108678445 A CN108678445 A CN 108678445A CN 201810739744 A CN201810739744 A CN 201810739744A CN 108678445 A CN108678445 A CN 108678445A
- Authority
- CN
- China
- Prior art keywords
- floor
- workshop
- wafer board
- ribbed plate
- support column
- 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.)
- Pending
Links
- 238000011065 in-situ storage Methods 0.000 claims abstract description 7
- 230000003014 reinforcing effect Effects 0.000 claims description 16
- 238000002955 isolation Methods 0.000 claims description 15
- 229910000831 Steel Inorganic materials 0.000 claims description 10
- 239000010959 steel Substances 0.000 claims description 10
- 230000002787 reinforcement Effects 0.000 claims description 9
- 239000011440 grout Substances 0.000 claims description 4
- 230000000994 depressogenic effect Effects 0.000 claims description 3
- 239000000725 suspension Substances 0.000 claims description 3
- 210000003205 muscle Anatomy 0.000 claims description 2
- 235000012773 waffles Nutrition 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 34
- 239000004567 concrete Substances 0.000 abstract description 11
- 238000005516 engineering process Methods 0.000 abstract description 9
- 238000000034 method Methods 0.000 abstract description 5
- 238000009417 prefabrication Methods 0.000 abstract description 4
- 238000010586 diagram Methods 0.000 description 11
- 230000008901 benefit Effects 0.000 description 3
- 239000002689 soil Substances 0.000 description 3
- 230000015271 coagulation Effects 0.000 description 2
- 238000005345 coagulation Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 238000007373 indentation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 238000012797 qualification Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 238000003466 welding Methods 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
- E04H5/00—Buildings or groups of buildings for industrial or agricultural purposes
- E04H5/02—Buildings or groups of buildings for industrial purposes, e.g. for power-plants or factories
-
- 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
- E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
- E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
-
- 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
- E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The present invention relates to a kind of structure of workshop, the workshop is more floor workshops, and the workshop includes：Wafer board floor, roof system and several ribbed plate floors；Several ribbed plate floors are built in up-down structure, and the wafer board floor is located at the upper layer of top layer ribbed plate floor, and the roof system building is on the wafer board floor；Wafer board and ribbed plate are prefabricated assembled component.The present invention realizes that the construction of industrial premises, the main beam in frame, the ribbed plate and the wafer board can produce inside pre-fabricated factory using the technology of prefabrication and assembly construction, carries out cast-in-place concrete realization at the scene and is reliably connected；The floor construction that the frame connecting node and monoblock type that have just connect are realized by the method for prefabricated components combined cast-in-situ concrete, forms prefabricated integral frame structure, has reached the design idea of " equivalent cast-in-place ".Quality and efficiency of construction are improved using fabricated mode of construction in the present invention, reduced to artificial dependence.
Description
Technical field
The present invention relates to building field, more particularly to a kind of structure of workshop.
Background technology
Need to provide the facility environment of dustless cleaning in electronics industry workshop, therefore more demanding to the construction of workshop；
Electronic product updates very fast simultaneously, and good economic benefit can be brought by being quickly constructed and put into operation.It generally uses frame structure,
Production core space therein needs generally to use porous structure due to technique.
Currently, domestic electronics industry workshop is generally built using cast-in-place concrete structure.Construction engineering quality is by existing
The influence fluctuation of field condition is larger；Workshop core space generally use porous structure of different shapes, floor structure case bay compared with
Close, deck-molding is higher, needs to use a large amount of template and holder engineering, construction efficiency greatly reduces；Using cast-in-place construction
Mode extremely relies on the quantity and qualification of labour, to make the construction quality etc. of electronics industry workshop cannot get to have
Guarantee.
Therefore, it is badly in need of providing a kind of structure of workshop, to solve, electronics industry factory building efficiency in the prior art is low, matter
Measure impacted problem.
Invention content
The purpose of the present invention is to provide a kind of structures of workshop, are imitated with solving electronics industry factory building in the prior art
The problem that rate is low, quality is impacted.
In order to solve the problems in the existing technology, the present invention provides a kind of workshop, the workshop is more floor factories
Room, the workshop include：
Roof system, wafer board floor and several ribbed plate floors and；Several ribbed plate floors are built in up-down structure, institute
The upper layer that wafer board floor is located at top layer ribbed plate floor is stated, the roof system building is on the wafer board floor；Main beam in frame,
Wafer board and ribbed plate are prefabricated assembled component.
Optionally, in the mill construction, the ribbed plate floor includes：First support column, the first precast frame master
Beam, the ribbed plate and the first overlapping layers；
First support column is built on first support column of ground up or down floor layer, described first is prefabricated
Main beam in frame ends rest is on first support column, and the ribbed plate end set is in the first precast frame girder
It chooses on ear, first overlapping layers is covered in the first precast frame girder and the ribbed plate upper layer, is formed described with ribbing
Slab-type apartment building layer.
Optionally, in the mill construction, ribbed plate floor described in bottom further includes：Spill Base isolation system；It is described recessed
Shape Base isolation system has the recess for being depressed in earth's surface, and spill Base isolation system upper surface is flushed with level ground；Described first
Support column is set in the recess.
Optionally, in the mill construction, the first support column bottom passes through grouting with the spill Base isolation system
Sleeve connection forms suspension column rigid joint.
Optionally, in the mill construction, the wafer board floor includes：Second support column, the second precast frame master
Beam, the wafer board and the second overlapping layers；
Second support column is located on the first support column of top layer ribbed plate floor, the second precast frame girder end
Portion is shelved on second support column, wafer board ends rest the choosing on ear in the second precast frame girder, institute
It states in the jointing that the second overlapping layers is covered between the second precast frame girder and the wafer board, forms the China
Husband's slab-type apartment building layer.
Optionally, in the mill construction, the side of precast frame girder chosen ear and be set to the precast frame girder
Side, what the wafer board side was provided with the wafer board chooses ear.
Optionally, in the mill construction, first support column, the first precast frame girder and described with ribbing
The connecting node of plate is the joint cores of the ribbed plate floor, second support column, the second precast frame girder
Connecting node with the wafer board is the joint cores of the wafer board floor.
Optionally, in the mill construction, in the ribbed plate floor, the rib of slab foot with ribbing portion is set to described
First precast frame girder is chosen on ear, setting connection reinforcing bar in the rib foot being aligned with the joint cores.
Optionally, in the mill construction, in the wafer board floor, the two neighboring wafer board side wall and ear is chosen
Naturally it is enclosed groove, reinforced steel cage is set in the groove, is set in the steel reinforcement cage being aligned with the joint cores
Set reinforcement by connection reinforcing bar.
Optionally, in the mill construction, the joint cores, the groove, the first overlapping layers and second are folded
Conjunction layer is cast in situs module.
In the structure of workshop provided by the present invention, the construction of industrial premises, frame are realized using the technology of prefabrication and assembly construction
Frame girder, ribbed plate and wafer board can produce inside pre-fabricated factory, carry out cast-in-place concrete realization at the scene and are reliably connected.
By the way that the wafer board to be mounted to the floor of top layer, meets the clean of general electronic workshop and require.It is cast-in-place mixed relative to tradition
The building course of soil is coagulated, quality and efficiency of construction improved using fabricated mode of construction in the present invention, is reduced to artificial
Dependence.By cast-in-site connecting node etc., prefabricated components is made to have reliable interconnection, realize two-way frame, just
The floor construction of the concrete frame joint and monoblock type that connect forms prefabricated integral frame structure, reached " etc. co-occurrences
Pour " design idea.The present invention can directly use design method identical with cast-in-place structural, be conducive to assembled technology current
Promotion and application under technical conditions.
Description of the drawings
Fig. 1 is workshop schematic diagram provided in an embodiment of the present invention；
Fig. 2 is precast frame main beam structure figure provided in an embodiment of the present invention；
Fig. 3 is ribbed plate floor plan provided in an embodiment of the present invention；
Fig. 4 is prefabricated structure schematic diagram provided in an embodiment of the present invention；
Fig. 5 is wafer board floor plan provided in an embodiment of the present invention；
Fig. 6 is the three-view diagram of wafer board provided in an embodiment of the present invention；
Fig. 7 is joint cores side view provided in an embodiment of the present invention；
Fig. 8 is column schematic diagram in segment provided in an embodiment of the present invention；
Fig. 9 is spill Base isolation system schematic diagram provided in an embodiment of the present invention；
Wherein, 1- spills Base isolation system；12- recesses；2- support columns；21- upper strata posts；22- lower floor's posts；23- brackets；24-
Movable stirrup；25- grouting holes；3- precast frame girders；4- ribbed plates；41- rib feet；5- wafer boards；51- holes；52- is recessed
Slot；53- steel reinforcement cages；6- overlapping layers；7- roof systems；8- connection reinforcing bars；The ends 81- robust structure；82- stirrups；9- chooses ear；10- is saved
Point core space.
Specific implementation mode
The specific implementation mode of the present invention is described in more detail below in conjunction with schematic diagram.According to following description and
Claims, advantages and features of the invention will become apparent from.It should be noted that attached drawing is all made of very simplified form and
Using non-accurate ratio, only for the purpose of facilitating and clarifying the purpose of the embodiments of the invention.
It is workshop schematic diagram provided in an embodiment of the present invention to please refer to Fig.1 to Fig. 9, Fig. 1；Fig. 2 carries for the embodiment of the present invention
The precast frame main beam structure figure of confession；Fig. 3 is ribbed plate floor plan provided in an embodiment of the present invention；Fig. 4 is that the present invention is real
The prefabricated structure schematic diagram of example offer is provided；Fig. 5 is wafer board floor plan provided in an embodiment of the present invention；Fig. 6 is the present invention
The three-view diagram for the wafer board that embodiment provides；Fig. 7 is joint cores side view provided in an embodiment of the present invention；Fig. 8 is this hair
The segment column schematic diagram that bright embodiment provides；Fig. 9 is spill Base isolation system schematic diagram provided in an embodiment of the present invention.
The present invention provides a kind of structures of workshop, as shown in Figure 1, the workshop is more floor workshops, the workshop packet
It includes：
4 floor of roof system 7,5 floor of wafer board and several ribbed plates；Several 4 floors of the ribbed plate are built in up-down structure,
5 floor of the wafer board is located at the upper layer of 4 floor of top layer ribbed plate, and the roof system 7 is built on 5 floor of the wafer board；Frame
Frame girder 3, wafer board 5 and ribbed plate 4 are prefabricated assembled component.
In the structure of workshop provided by the present invention, the construction of industrial premises is realized using the technology of prefabrication and assembly construction, in advance
Main beam in frame 3, the ribbed plate 4 and the wafer board 5 processed can produce inside pre-fabricated factory, carry out cast-in-place coagulation at the scene
Soil is realized and is reliably connected.By the way that the wafer board 5 to be mounted to the floor of top layer, meets the clean of general electronic workshop and require.
Relative to the building course of traditional cast-in-place concrete, in the present invention using fabricated mode of construction come improve workshop quality and
Efficiency of construction reduces to artificial dependence.By cast-in-site connecting node etc., prefabricated components is made to have reliable mutually interconnection
It connects, the floor construction of concrete frame joint and monoblock type for realizing two-way frame, just connecing forms prefabricated integral frame
Structure has reached the design idea of " equivalent cast-in-place ".
In the structure of workshop provided by the present invention, as shown in Figure 2,3, 4,4 floor of the ribbed plate includes：First
Dagger 2, the first precast frame girder 3, the ribbed plate 4 and the first overlapping layers 6；First support column 2 is built in ground
On first support column 2 of base up or down floor layer, 3 ends rest of the first precast frame girder is in first support
On column 2,4 end set of the ribbed plate is chosen the first precast frame girder 3 on ear 9, the first precast frame master
The side of beam 3 chosen ear 9 and be set to the first precast frame girder 3；It is prefabricated that first overlapping layers 6 is covered in described first
4 upper layer of main beam in frame 3 and the ribbed plate forms 4 floor of globality ribbed plate.
Specifically, the both ends of the first precast frame girder 3 are built at the top of first support column 2, two and
Above first support column 2 supports the first precast frame girder 3；Its construction process is by first prefabricated frame
The connection reinforcing bar 8 of frame girder 3 and the connection reinforcing bar 8 of first support column 2 are hinged, make 3 He of the first precast frame girder
First support column 2 is put up；As shown in fig. 7, the first precast frame girder 3, first support column 2 and the band
The connecting node of floor 4 is the joint cores 10 of 4 floor of the ribbed plate；The end of 4 rib foot 41 of the ribbed plate is placed on
The first precast frame girder 3 is chosen on ear 9.At the joint cores 10, it is provided in 4 rib foot 41 of the ribbed plate
Hole 51 is provided with the connection reinforcing bar 8 hinged with 10 reinforcing bar of the joint cores in described hole 51, with the joint core
Reinforcement by connection reinforcing bar is set in the rib foot 41 that area 10 is aligned, which serves as Vierendeel girder.In 10 cast-in-place coagulation of joint cores
Soil pours its connecting node, makes the present invention while having the advantages that cast-in-place building and assembled architecture；First overlapping layers 6
It is laid on the first precast frame girder 3,10 top surface of the ribbed plate 4 and the joint cores.Pass through cast-in-place described
One overlapping layers 6 and joint cores 10 etc. so that entire floor forms an entirety.
Preferably, 4 floor of ribbed plate described in bottom further includes：Spill Base isolation system 1；The spill Base isolation system 1 has
It is depressed in the recess 12 of earth's surface, 1 upper surface of spill Base isolation system is flushed with level ground；First support column 2 is arranged
In in the recess 12.
Further, the spill Base isolation system 1 is cast in situs, as shown in figure 9, pre- on the spill Base isolation system 1
Leave female recess 12, reserved joint bar in the recess 12, when first support column 2 is not installed, reserved joint bar does not stretch out recessed
12 top surfaces of mouth are advanced to not influence the installation of equipment and vehicle on ground.First support column, 2 bottom and the spill base
It is completed in concave space under being connected to of plinth raft plate 1.
Preferably, 2 bottom of the first support column is connect with the spill Base isolation system 1 by grout sleeve, forms column
Foot rigid joint；Specifically, absolute altitude notch is reserved at the middle part of first support column 2, indentation, there indulges muscle perforation, grout hole is arranged
Stirrup 82 is reserved in hole 25.After lifting first support column 2, grouting material is poured into grout sleeve, suspension column is formed and has just connect section
Point.
In the structure of workshop provided by the present invention, the workshop is more floor structures, it is therefore desirable to more support columns 2
Cross-layer is spliced.Cross-layer segment column can be provided in the present invention, as shown in figure 8, the segment column includes joint cores 10, upper layer
Column 21 and lower floor's post 22, are provided with movable stirrup 24 at the joint cores 10, to increase the stability of connecting node, institute
Stating segment column can cross over two layers, support two layers of floor, and support column 2 is vertically connected with to form multi-story spanned bracing column 2 described in multilayer, from
And the pressure of site operation is reduced, it avoids the more liftings of support column 2 to upper layer.Preferably, the capital of the support column 2 is all provided with
It is equipped with bracket 23, so that the precast frame girder 3 installation is more convenient.
In the structure of workshop provided by the present invention, as shown in figure 5,5 floor of the wafer board includes：Second support column
2, the second precast frame girder 3, the wafer board 5 and the second overlapping layers 6；
Second support column 2 is located on the first support column 2 of 4 floor of top layer ribbed plate, the second precast frame master
3 ends rest of beam on second support column 2, the second precast frame girder 3 choose by 5 ends rest of the wafer board
On ear 9, second overlapping layers 6 is covered in the jointing between the second precast frame girder 3 and the wafer board 5
It is interior, form 5 floor of the wafer board.
Referring to FIG. 6, the wafer board 5 is the floor for the porous structure for producing core space, 5 end set of the wafer board
There is connection reinforcing bar 8；Side, which is provided with, chooses ear 9；Connection reinforcing bar 8 is provided on the side wall of the wafer board 5 chosen above ear 9.
Preferably, the end reinforced of side wall is provided with end robust structure 81, anchor plate, end may be used in the end robust structure 81
The reinforcing bar of portion's bending or the form etc. of end welding short steel rod.The end robust structure 81 can in reinforced concrete structure
Stress is the basis of concrete structure stress.It fails as end is firm, then structure will lose bearing capacity and thus lead to structure
It destroys.Therefore the end robust structure 81 is bearing or the basis that the member stress reinforcing bar such as beam, plate or column stretches into node.
Specifically, the second precast frame girder 3 is unidirectionally arranged, the second precast frame girder 3 chooses the setting of ear 9
It in the side of the second precast frame girder 3, is shelved on the bracket 23 of 2 capital of the second support column, described second is pre-
3 ends rest of main beam in frame processed is on second support column 2, and 5 end set of the wafer board is in second precast frame
Girder 3 is chosen on ear 9, and second that the connection reinforcing bar 8 of 5 end of the wafer board stretches on the second precast frame girder 3 is folded
It closes in layer 6.In 5 side mosaic of wafer board, wafer board 5 is parallel to across set direction, is provided with two neighboring 5 side of the wafer board
Wall and the groove 52 that ear 9 is enclosed naturally is chosen, the setting reinforced steel cage 53 in the groove 52, with the joint cores
Reinforcement by connection reinforcing bar is set in the steel reinforcement cage 53 of 10 alignment, to increase stress.It is cast-in-place jointing in the groove 52, it is described
Second overlapping layers 6 and cast-in-place jointing carry out cast in situs, so that entire floor forms an entirety.As shown in fig. 7,
The connecting node of second support column 2, the second precast frame girder 3 and the wafer board 5 is 5 floor of the wafer board
Joint cores 10.Reinforcement by connection reinforcing bar, the joint core are set in the groove 52 being aligned with the joint cores 10
Cast in situs is passed through in area 10, forms the steel moment connection of both direction.
In the structure of workshop provided by the present invention, the joint cores 10, the groove 52, the first overlapping layers 6
And second overlapping layers 6 be cast in situs module.
To sum up, in the structure of workshop provided by the present invention, building for industrial premises is realized using the technology of prefabrication and assembly construction
It makes, main beam in frame, ribbed plate and wafer board can produce inside pre-fabricated factory, carry out cast-in-place concrete at the scene and realize reliably
Connection.By the way that the wafer board to be mounted to the floor of top layer, meets the clean of general electronic workshop and require.It is existing relative to tradition
The building course of pouring concrete using fabricated mode of construction improves quality and efficiency of construction in the present invention, reduces pair
Artificial dependence.By cast-in-site connecting node etc., prefabricated components is made to have reliable interconnection, realizes two-way frame
The floor construction of frame, the concrete frame joint just connect and monoblock type forms prefabricated integral frame structure, has reached " etc.
With cast-in-place " design idea.The present invention can directly use design method identical with cast-in-place structural, be conducive to assembled technology and exist
Promotion and application under current technical status.
The preferred embodiment of the present invention is above are only, does not play the role of any restrictions to the present invention.Belonging to any
Those skilled in the art, in the range of not departing from technical scheme of the present invention, to the invention discloses technical solution and
Technology contents make the variations such as any type of equivalent replacement or modification, belong to the content without departing from technical scheme of the present invention, still
Within belonging to the scope of protection of the present invention.
Claims (10)
1. a kind of workshop, which is characterized in that the workshop is more floor workshops, and the workshop includes：
Roof system, wafer board floor and several ribbed plate floors and；Several ribbed plate floors are built in up-down structure, the China
Husband's slab-type apartment building layer is located at the upper layer of top layer ribbed plate floor, and the roof system building is on the wafer board floor；Main beam in frame, waffle
Plate and ribbed plate are prefabricated assembled component.
2. the structure of workshop as described in claim 1, which is characterized in that the ribbed plate floor includes：First support column,
One precast frame girder, the ribbed plate and the first overlapping layers；
By first support column building on first support column of ground up or down floor layer, first precast frame
End of main beam is shelved on first support column, and the ribbed plate end set chooses ear the first precast frame girder
On, first overlapping layers is covered in the first precast frame girder and the ribbed plate upper layer, forms the slab-type apartment building with ribbing
Layer.
3. the structure of workshop as claimed in claim 2, which is characterized in that ribbed plate floor described in bottom further includes：Spill base
Plinth raft plate；The spill Base isolation system has the recess for being depressed in earth's surface, spill Base isolation system upper surface and level ground
It flushes；First support column is set in the recess.
4. the structure of workshop as claimed in claim 3, which is characterized in that the first support column bottom and spill basis
Raft plate is connected by grout sleeve, forms suspension column rigid joint.
5. the structure of workshop as claimed in claim 2, which is characterized in that the wafer board floor includes：Second support column,
Two precast frame girders, the wafer board and the second overlapping layers；
Second support column is located on the first support column of top layer ribbed plate floor, and the second precast frame end of main beam is put
It sets on second support column, wafer board ends rest the choosing on ear in the second precast frame girder, described
Two overlapping layers are covered in the jointing between the second precast frame girder and the wafer board, form the wafer board
Floor.
6. the structure of workshop as claimed in claim 5, which is characterized in that precast frame girder choose ear be set to it is described prefabricated
The side of main beam in frame, what the wafer board side was provided with the wafer board chooses ear.
7. the structure of workshop as claimed in claim 5, which is characterized in that first support column, first precast frame
The connecting node of girder and the ribbed plate is the joint cores of the ribbed plate floor, second support column, described the
The connecting node of two precast frame girders and the wafer board is the joint cores of the wafer board floor.
8. the structure of workshop as claimed in claim 7, which is characterized in that in the ribbed plate floor, the rib of slab foot with ribbing
Ends rest is chosen in the first precast frame girder on ear, setting connection steel in the rib foot being aligned with the joint cores
Muscle.
9. the structure of workshop as claimed in claim 8, which is characterized in that in the wafer board floor, the two neighboring China
It husband's plate side wall and chooses ear and is enclosed groove naturally, the setting closing steel reinforcement cage in the groove, with the joint cores pair
Setting connection reinforcing bar in neat steel reinforcement cage.
10. the structure of workshop as claimed in claim 9, which is characterized in that the joint cores, the groove, first are folded
It is cast in situs module to close layer and the second overlapping layers.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810739744.3A CN108678445A (en) | 2018-07-06 | 2018-07-06 | A kind of structure of workshop |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810739744.3A CN108678445A (en) | 2018-07-06 | 2018-07-06 | A kind of structure of workshop |
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| Publication Number | Publication Date |
|---|---|
| CN108678445A true CN108678445A (en) | 2018-10-19 |
Family
ID=63813329
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| CN201810739744.3A Pending CN108678445A (en) | 2018-07-06 | 2018-07-06 | A kind of structure of workshop |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109680868A (en) * | 2018-12-28 | 2019-04-26 | 常州市武进建筑设计院有限公司 | Complete prefabricated ribbed plate exterior wall single storey industry workshop |
| CN111005564A (en) * | 2019-12-24 | 2020-04-14 | 上海市机械施工集团有限公司 | Construction method based on steel structure on waffle floor |
| EP3670778A1 (en) * | 2018-12-18 | 2020-06-24 | Yau Lee Wah Construction Materials (Huizhou) Company Limited | Prefabricated frame |
| CN116220266A (en) * | 2023-01-12 | 2023-06-06 | 鞍钢中电建筑科技股份有限公司 | Floor structure |
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| JP3106325U (en) * | 2004-07-01 | 2004-12-16 | 潤弘精密工程事業股▲分▼有限公司 | Joint structure of waffle slab and inverted T-beam |
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| CN109680868A (en) * | 2018-12-28 | 2019-04-26 | 常州市武进建筑设计院有限公司 | Complete prefabricated ribbed plate exterior wall single storey industry workshop |
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| CN116220266A (en) * | 2023-01-12 | 2023-06-06 | 鞍钢中电建筑科技股份有限公司 | Floor structure |
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