CN208650592U - A kind of structure of workshop - Google Patents
A kind of structure of workshop Download PDFInfo
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- CN208650592U CN208650592U CN201821069304.3U CN201821069304U CN208650592U CN 208650592 U CN208650592 U CN 208650592U CN 201821069304 U CN201821069304 U CN 201821069304U CN 208650592 U CN208650592 U CN 208650592U
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- floor
- workshop
- ribbed plate
- wafer board
- support column
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Abstract
The utility model 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 utility model realizes the construction of industrial premises using the technology of prefabrication and assembly construction, and the main beam in frame, the ribbed plate and the wafer board can produce inside pre-fabricated factory, 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 utility model, reduced to artificial dependence.
Description
Technical field
The utility model relates to building field, in particular to a kind of structure of workshop.
Background technique
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 generallys use porous structure due to process requirement.
Currently, domestic electronics industry workshop generallys use cast-in-place concrete structure and is built.Construction engineering quality is by existing
The influence fluctuation of field condition is larger；Workshop core space generally uses porous structure of different shapes, floor structure case bay compared with
Close, deck-molding is higher, needs that construction efficiency greatly reduces using a large amount of template and bracket engineering；Using cast-in-place construction
Mode extremely relies on the quantity and qualification of labour, so that the construction quality etc. for making 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 low efficiency, matter in the prior art
Measure impacted problem.
Utility model content
The purpose of this utility model is to provide a kind of structures of workshop, are built with solving electronics industry workshop in the prior art
Build the impacted problem of low efficiency, quality.
In order to solve the problems in the existing technology, the utility model provides a kind of workshop, and the workshop is more buildings
Layer workshop, 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: the first support column, the first precast frame master
Beam, the ribbed plate and the first overlapping layers；
First support column building is on first support column of ground up or down floor, first prefabricated frame
Frame end of main beam is shelved on first support column, and choosing for the first precast frame girder is arranged in the ribbed plate end
On ear, first overlapping layers is covered on the first precast frame girder and the ribbed plate upper layer.
Optionally, in the mill construction, ribbed plate floor described in bottom further include: 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 and the spill Base isolation system pass through grouting
Sleeve connection.
Optionally, in the mill construction, the wafer board floor includes: the 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.
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, is provided with 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
It is equipped with 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 utility model, 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 improves quality and efficiency of construction using fabricated mode of construction in the utility model, reduces
To artificial dependence.By cast-in-site connecting node etc., prefabricated components is made to have reliable interconnection, realized two-way
The floor construction of frame, the concrete frame joint just connect and monoblock type forms prefabricated integral frame structure, reaches
The design idea of " equivalent cast-in-place ".The utility model can directly adopt design method identical with cast-in-place structural, be conducive to assemble
The promotion and application of formula technology under current technological conditions.
Detailed description of the invention
Fig. 1 is workshop schematic diagram provided by the embodiment of the utility model；
Fig. 2 is precast frame main beam structure figure provided by the embodiment of the utility model；
Fig. 3 is ribbed plate floor plan provided by the embodiment of the utility model；
Fig. 4 is prefabricated building schematic diagram provided by the embodiment of the utility model；
Fig. 5 is wafer board floor plan provided by the embodiment of the utility model；
Fig. 6 is the three-view diagram of wafer board provided by the embodiment of the utility model；
Fig. 7 is joint cores side view provided by the embodiment of the utility model；
Fig. 8 is column schematic diagram in segment provided by the embodiment of the utility model；
Fig. 9 is spill Base isolation system schematic diagram provided by the embodiment of the utility model；
Wherein, 1- spill Base isolation system；12- recess；2- support column；21- upper strata post；22- lower floor's post；23- bracket；24-
Movable stirrup；25- grouting hole；3- precast frame girder；4- ribbed plate；41- rib foot；5- wafer board；51- hole；52- is recessed
Slot；53- steel reinforcement cage；6- overlapping layers；7- roof system；8- connection reinforcing bar；The end 81- robust structure；82- stirrup；9- chooses ear；10- section
Point core space.
Specific embodiment
Specific embodiment of the present utility model is described in more detail below in conjunction with schematic diagram.It is retouched according to following
It states and claims, will be become apparent from feature the advantages of the utility model.It should be noted that attached drawing is all made of very simplification
Form and use non-accurate ratio, only to it is convenient, lucidly aid in illustrating the purpose of the utility model embodiment.
Fig. 1 to Fig. 9 is please referred to, Fig. 1 is workshop schematic diagram provided by the embodiment of the utility model；Fig. 2 is the utility model
The precast frame main beam structure figure that embodiment provides；Fig. 3 is ribbed plate floor plan provided by the embodiment of the utility model；Figure
4 be prefabricated building schematic diagram provided by the embodiment of the utility model；Fig. 5 is wafer board floor provided by the embodiment of the utility model
Plan view；Fig. 6 is the three-view diagram of wafer board provided by the embodiment of the utility model；Fig. 7 is provided by the embodiment of the utility model
Joint cores side view；Fig. 8 is column schematic diagram in segment provided by the embodiment of the utility model；Fig. 9 is the utility model implementation
The spill Base isolation system schematic diagram that example provides.
The utility model provides a kind of structure of workshop, as shown in Figure 1, the workshop is more floor workshops, the factory
Room 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 wafer board is located at the upper layer of 4 floor of top layer ribbed plate, and the building of roof system 7 is on 5 floor of 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 utility model, building for industrial premises is realized using the technology of prefabrication and assembly construction
It makes, precast frame girder 3, the ribbed plate 4 and the wafer board 5 can produce inside pre-fabricated factory, be showed at the scene
Pouring concrete realization is reliably connected.By the way that the wafer board 5 to be mounted to the floor of top layer, meet the cleaning of general electronic workshop
It is required that.Relative to the building course of traditional cast-in-place concrete, factory is improved using fabricated mode of construction in the utility model
The quality and efficiency of construction in room, reduce to artificial dependence.By cast-in-site connecting node etc., having prefabricated components can
The interconnection leaned on realizes two-way frame, the floor construction of the concrete frame joint just connect and monoblock type, forms assembly
Integral frame structure has reached the design idea of " equivalent cast-in-place ".
In the structure of workshop provided by the utility model, as shown in Figure 2,3, 4,4 floor of ribbed plate includes:
One support column 2, the first precast frame girder 3, the ribbed plate 4 and the first overlapping layers 6；First support column 2 is built
In on first support column 2 of ground up or down floor, 3 ends rest of the first precast frame girder is described first
On support column 2, the choosing on ear 9 of the first precast frame girder 3, first prefabricated frame is arranged in 4 end of ribbed plate
The side of frame girder 3 chosen ear 9 and be set to the first precast frame girder 3；First overlapping layers 6 is covered on described first
4 upper layer of precast frame girder 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 first support column, 2 top, 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 ribbed plate；The end of the 4 rib foot 41 of 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 the 4 rib foot 41 of ribbed plate
Hole 51 is provided with the connection reinforcing bar 8 hinged with 10 reinforcing bar of 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 the cast-in-place coagulation in joint cores 10
Soil pours its connecting node, makes the utility model while having the advantages that cast-in-place building and assembled architecture；First overlapping
Layer 6 is laid on the first precast frame girder 3,10 top surface of the ribbed plate 4 and the joint cores.By cast-in-place described
First 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 include: 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
Female recess 12 is left, 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 utility model, the workshop is more floor structures, it is therefore desirable to Duo Genzhi
The splicing of 2 cross-layer of dagger.Cross-layer segment column can be provided in the utility model, as shown in figure 8, the segment column includes joint core
Area 10, upper strata post 21 and lower floor's post 22 are provided with movable stirrup 24, at the joint cores 10 to increase connecting node
Stability, the segment column can be crossed over two layers, support two layers of floor, support column 2 described in multilayer is vertically connected with to form cross-layer
Support column 2 avoids to reduce the pressure of site operation by the more liftings of support column 2 to upper layer.Preferably, the support column 2
Capital be provided with bracket 23 so that the precast frame girder 3 installation it is more convenient.
In the structure of workshop provided by the utility model, as shown in figure 5,5 floor of the wafer board includes: second
Dagger 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 is on second support column 2,5 ends rest of wafer board the choosing in the second precast frame girder 3
On ear 9, second overlapping layers 6 is covered on the jointing between the second precast frame girder 3 and the wafer board 5
It is interior, form 5 floor of wafer board.
Referring to FIG. 6, the wafer board 5 is the floor for producing the porous structure of core space, 5 end of the wafer board setting
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, the end robust structure 81 can be using anchor plate, end
The reinforcing bar of portion's bending or the form of end welding short steel rod etc..The end robust structure 81 in reinforced concrete structures can
Stress is the basis of concrete structure stress.Such as the firm failure in end, then structure will lose bearing capacity and thus lead to structure
It destroys.Therefore the end robust structure 81 is support or the basis that the member stress reinforcing bar such as beam, plate or column protrudes into node.
Specifically, unidirectionally arrangement, the second precast frame girder 3 choose the setting of ear 9 to the second precast frame girder 3
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-
On second support column 2,5 end of wafer board is arranged in second precast frame 3 ends rest of main beam in frame processed
Girder 3 is chosen on ear 9, and the connection reinforcing bar 8 of 5 end of wafer board protrudes on the second precast frame girder 3 second 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, reinforced steel cage 53 is set 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 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 utility model, the joint cores 10, the groove 52, first are overlapped
Layer 6 and the second overlapping layers 6 are cast in situs module.
To sum up, in the structure of workshop provided by the utility model, industrial premises is realized using the technology of prefabrication and assembly construction
Construction, main beam in frame, ribbed plate and wafer board can produce inside pre-fabricated factory, carry out cast-in-place concrete realization at the scene
It is 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.Relative to biography
It unites the building course of cast-in-place concrete, quality and efficiency of construction is improved using fabricated mode of construction in the utility model,
Reduce to artificial dependence.By cast-in-site connecting node etc., so that prefabricated components is had reliable interconnection, realize
The floor construction of two-way frame, the concrete frame joint just connect and monoblock type forms prefabricated integral frame structure, reaches
The design idea of " equivalent cast-in-place ".The utility model can directly adopt design method identical with cast-in-place structural, be conducive to fill
Promotion and application with formula technology under current technological conditions.
The preferred embodiment that above are only the utility model, does not play the role of any restrictions to the utility model.
Any person of ordinary skill in the field, in the range of not departing from the technical solution of the utility model, to the utility model
The technical solution and technology contents of exposure make the variation such as any type of equivalent replacement or modification, belong to without departing from the utility model
Technical solution content, still fall within the protection scope of the utility model.
Claims (10)
1. a kind of structure 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: the first support column,
One precast frame girder, the ribbed plate and the first overlapping layers；
First support column building is on first support column of ground up or down floor, the first precast frame master
Beam end is shelved on first support column, and what the ribbed plate end was arranged in the first precast frame girder chooses ear
On, first overlapping layers is covered on the first precast frame girder and the ribbed plate upper layer.
3. the structure of workshop as claimed in claim 2, which is characterized in that ribbed plate floor described in bottom further include: 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.
5. the structure of workshop as claimed in claim 2, which is characterized in that the wafer board floor includes: the 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.
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 on ear in the first precast frame girder, is provided with and connect in the rib foot being aligned with the joint cores
Reinforcing bar.
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, closing steel reinforcement cage is provided in the groove, with the joint cores
Connection reinforcing bar is provided in the steel reinforcement cage of alignment.
10. the structure of workshop as claimed in claim 9, which is characterized in that the joint cores, the groove, first are folded
It closes layer and the second overlapping layers is cast in situs module.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821069304.3U CN208650592U (en) | 2018-07-06 | 2018-07-06 | A kind of structure of workshop |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821069304.3U CN208650592U (en) | 2018-07-06 | 2018-07-06 | A kind of structure of workshop |
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| Publication Number | Publication Date |
|---|---|
| CN208650592U true CN208650592U (en) | 2019-03-26 |
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ID=65783133
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
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| CN201821069304.3U Active CN208650592U (en) | 2018-07-06 | 2018-07-06 | A kind of structure of workshop |
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| Country | Link |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108678445A (en) * | 2018-07-06 | 2018-10-19 | 上海天华建筑设计有限公司 | A kind of structure of workshop |
-
2018
- 2018-07-06 CN CN201821069304.3U patent/CN208650592U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108678445A (en) * | 2018-07-06 | 2018-10-19 | 上海天华建筑设计有限公司 | A kind of structure of workshop |
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