CN103452350B - Assembling electronic workshop and construction method thereof - Google Patents
Assembling electronic workshop and construction method thereof Download PDFInfo
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- CN103452350B CN103452350B CN201310391270.5A CN201310391270A CN103452350B CN 103452350 B CN103452350 B CN 103452350B CN 201310391270 A CN201310391270 A CN 201310391270A CN 103452350 B CN103452350 B CN 103452350B
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- prefabricated
- prefabricated post
- precast lattice
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- 238000010276 construction Methods 0.000 title claims abstract description 33
- 239000004570 mortar (masonry) Substances 0.000 claims abstract description 29
- 239000000725 suspension Substances 0.000 claims abstract description 26
- 230000002787 reinforcement Effects 0.000 claims abstract description 14
- 239000004567 concrete Substances 0.000 claims abstract description 10
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 48
- 229910052742 iron Inorganic materials 0.000 claims description 24
- 230000003014 reinforcing effect Effects 0.000 claims description 23
- 229910000831 Steel Inorganic materials 0.000 claims description 15
- 239000010959 steel Substances 0.000 claims description 15
- 238000009434 installation Methods 0.000 claims description 3
- 230000010412 perfusion Effects 0.000 claims 1
- 230000007547 defect Effects 0.000 abstract description 2
- 238000009415 formwork Methods 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 6
- 230000008901 benefit Effects 0.000 description 5
- 238000007373 indentation Methods 0.000 description 5
- 238000000034 method Methods 0.000 description 3
- 239000011150 reinforced concrete Substances 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 238000011065 in-situ storage Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000011178 precast concrete Substances 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- 206010006895 Cachexia Diseases 0.000 description 1
- 238000009825 accumulation Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008034 disappearance Effects 0.000 description 1
- 238000005265 energy consumption Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000010606 normalization Methods 0.000 description 1
- 230000007115 recruitment Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 230000007306 turnover Effects 0.000 description 1
- 208000016318 wasting Diseases 0.000 description 1
- 239000003643 water by type Substances 0.000 description 1
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- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
A kind of assembling electronic workshop and construction method thereof, wherein assembling electronic workshop comprises factory building foundation raft plate, prefabricated post, Prefabricated superposed beam, precast lattice beam and roof structure, the bottom of prefabricated post is provided with suspension column junction plate, and suspension column junction plate is connected with factory building foundation raft plate by suspension column connecting bolt, non-shrink mortar is perfused with in gap between suspension column junction plate and factory building foundation raft plate, the middle part of prefabricated post is provided with bracket, Prefabricated superposed beam is set up between the bracket of adjacent two prefabricated post, non-shrink mortar is perfused with in gap between the end of Prefabricated superposed beam and prefabricated post, the top of prefabricated post is provided with pre-buried connecting reinforcement, precast lattice beam sets up the top in prefabricated post by four angles of precast lattice beam.Traditional core space cast-in-place concrete structure is changed into the structure of the prefabricated units assemblings such as prefabricated post, Prefabricated superposed beam, precast lattice beam, superimposed sheet by the present invention, overcomes the defect of traditional cast-in-place formwork, assembling reinforcement concreting completely.
Description
Technical field
The present invention relates to a kind of electronic workshop, and the construction method of this electronic workshop.
Background technology
At present, the mode of construction of electronic factory building normally adopts the concrete mode of field cast-in-place to complete construction, for completing the construction of factory building fast, usually need in work progress to drop into a large amount of manpower and materials, easily the construction of each electronic workshop the template flitch of the operating personnel of thousands of meter, the steel pipe frame material of tens thousand of tons and tens thousand of square meter will be dropped into, so will consume great social resources.And meanwhile, the cycle of founding the factory of electronic workshop is shorter, so the low turnover of a large amount of wastings of resources, particularly wooden form can be caused to use, cause a large amount of lumber consumptions.The in-depth gradually of this phenomenon therefore along with the in short supply of builing industry rural migrant worker and under quality, adopts the mode of traditional cast-in-situ concrete to build electronic factory building, become very uneconomical, and quality is also difficult to obtain guarantee.
Industrialization of construction industry starts starting from the seventies in last century, building the large quantities of engineerings applying prefabricating technique at that time, but a large amount of rural migrant worker pours in city along with the later stage eighties, make to rely on the prefabricated industry of professional technique workman to be subject to great impact, the industrialization of construction industry pattern representing builing industry future thrust is lost gradually, and the development of prefabricating technique has also been absorbed in predicament and has declined gradually.
Recent years, along with the needs of expanding economy and builing industry industrial upgrading, equally along with the disappearance gradually supporting the cheap rural migrant worker of traditional architecture industry, the development of the industrialization of construction industry pattern of precast concrete fabricated construction pattern is adopted once more to become possibility, particularly along with the development of housing industrialization, precast concrete technology has started accumulation and development gradually, the construction theory of this advanced person is introduced there is scale, the electronic workshop construction applications of standardization industrialization feature also will become a kind of inevitable, so study a kind of novel factory normalization to produce, the electronic workshop construction method with industrialization of construction industry feature of site assemblyization construction just becomes a kind of inevitable.
Summary of the invention
The object of this invention is to provide a kind of assembling electronic workshop and construction method thereof, the electronic construction of hydropower speed that the mode that solve traditional employing cast-in-situ concrete is built is slow, serious waste of resources, economy are low and the technical problem of quality instability.
For achieving the above object, the present invention adopts following technical scheme: a kind of assembling electronic workshop, is characterized in that: comprise factory building foundation raft plate, prefabricated post, Prefabricated superposed beam, precast lattice beam and roof structure.
The bottom of described prefabricated post is provided with suspension column junction plate, and suspension column junction plate is connected with factory building foundation raft plate by suspension column connecting bolt, is perfused with non-shrink mortar in the gap between suspension column junction plate and factory building foundation raft plate.
The middle part of described prefabricated post is provided with bracket, and described Prefabricated superposed beam is set up between the bracket of adjacent two prefabricated post, is perfused with non-shrink mortar in the gap between the end of Prefabricated superposed beam and prefabricated post.
The top of described prefabricated post is provided with pre-buried connecting reinforcement, the top in prefabricated post is set up at four angles of described precast lattice beam, and the position of corresponding pre-buried connecting reinforcement is provided with breach on four of precast lattice beam angles, be perfused with non-shrink mortar in breach, described pre-buried connecting reinforcement is built with the non-shrink mortar of the indentation, there be poured in precast lattice beam and is linked together.
Described roof structure sets up the top in prefabricated post.
Described Prefabricated superposed beam can be erected with superimposed sheet, and the Liang Shangtie on Prefabricated superposed beam is together with the reinforcing bar binding in the last layer on superimposed sheet, and Prefabricated superposed beam and superimposed sheet are built and be integrated.
Described prefabricated post can be provided with beam steel and connect hole, have beam steel to be through beam steel and connect in hole, and the Liang Shangtie connected by beam steel on the Prefabricated superposed beam of both sides, hole couple together.
Described precast lattice beam can be provided with link bolt hole, and adjacent precast lattice beam is stitched together by the high-strength bolt be through in link bolt hole.
Indentation, there in described precast lattice beam can be provided with the pre-buried upper iron reinforcing bar of vertical and horizontal, and the pre-buried upper iron reinforcing bar of the vertical and horizontal in this precast lattice beam is by together with the pre-buried upper iron bar connecting of the vertical and horizontal of branch sleeve in adjacent precast lattice beam, and the pre-buried upper iron reinforcing bar of vertical and horizontal and branch sleeve are also built with the non-shrink mortar of the indentation, there in precast lattice beam and linked together.
Indentation, there in described precast lattice beam can be provided with buries iron reinforcing bar in advance, and the non-shrink mortar burying the indentation, there in iron reinforcing bar and precast lattice beam is in advance built and linked together.
Described prefabricated post can be provided with and support set bolt and safety net set bolt.
Described prefabricated post can be provided with prefabricated post Heave Here, described precast lattice beam can be provided with precast lattice beam Heave Here.
A construction method for assembling electronic workshop, is characterized in that step is as follows: the first step, construction factory building foundation raft plate; Second step, on factory building foundation raft plate, bury suspension column connecting bolt underground; 3rd step, lifting and temporary fixed prefabricated post; Non-shrink mortar is poured in gap between 4th step, suspension column junction plate bottom prefabricated post and factory building foundation raft plate; 5th step, hoisting prefabricated superposed beam; 6th step, in the gap between the end and prefabricated post of Prefabricated superposed beam, pour into non-shrink mortar; 7th step, hoisting prefabricated lattice girder; Non-shrink mortar is poured in 8th step, breach on four angles of precast lattice beam; The roof structure of the 9th step, installation factory building.
After described 6th step completes, Liftable superimposed sheet, by the Liang Shangtie on Prefabricated superposed beam together with the reinforcing bar binding in the last layer on superimposed sheet, then carries out superimposed sheet overlapping layers concrete pouring construction, Prefabricated superposed beam and superimposed sheet are built be integrated, and then carry out the 7th step.
Compared with prior art the present invention has following characteristics and beneficial effect: the scale that the present invention has according to electronic factory building, standardized feature, traditional core space cast-in-place concrete structure is changed into the structure of the prefabricated units assemblings such as prefabricated post, Prefabricated superposed beam, precast lattice beam, superimposed sheet.The prefabricated units such as described prefabricated post, Prefabricated superposed beam, precast lattice beam, superimposed sheet are produced fast in factory, after production completes again after the assembly connection of job site, become the prefabricated concrete structure factory building identical with cast-in-place concrete structure, overcome the defect of traditional cast-in-place formwork, assembling reinforcement concreting completely.
The construction method that the present invention proposes is prefabricated post, Prefabricated superposed beam, superimposed sheet, the components such as precast lattice beam lift at the construction field (site) and are assembled into entirety, this construction method takes full advantage of the less investment of plant produced prefabricated units, speed is fast, the measured advantage of matter, also use site assembly prefabricated units speed fast simultaneously, artificial few, the measured feature of matter, solve traditional cast-in-place electronic workshop speed of application slow, serious waste of resources, economy is low, and the problem of quality instability, significantly improve the speed of founding the factory and electronic workshop structure construction quality, especially make use of industrialized advantage, decrease recruitment quantity, reduce energy consumption, improve labor productivity, there is the Social benefit and economic benefit of highly significant.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the present invention will be further described in detail.
Fig. 1 is structural representation of the present invention.
Fig. 2 is the schematic diagram of A-A section in Fig. 1.
Fig. 3 is the schematic diagram of B-B section in Fig. 1.
Fig. 4 is the schematic diagram of C-C section in Fig. 1.
Fig. 5 is the schematic diagram of prefabricated post.
Fig. 6 is the schematic diagram of the precast lattice beam in six holes.
Fig. 7 is the schematic diagram of the precast lattice beam in 24 holes.
Fig. 8 is the elevational schematic view at the connected node place of prefabricated post and factory building foundation raft plate.
Fig. 9 is the elevational schematic view at the connected node place of Prefabricated superposed beam and prefabricated post.
Figure 10 is the schematic top plan view at the connected node place of precast lattice beam and prefabricated post.
Figure 11 is the elevational schematic view at the connected node place of precast lattice beam and prefabricated post.
Reference numeral: 1-prefabricated post, 2-Prefabricated superposed beam, 3-precast lattice beam, 4-superimposed sheet, 5-factory building foundation raft plate, 6-suspension column connecting bolt, 7-suspension column junction plate, 8-prefabricated post Heave Here, 9-supports set bolt, 10-safety net set bolt, the pre-buried connecting reinforcement of 11-, 12-beam steel connects hole, 13-bracket, iron on 14-beam, 15-link bolt hole, 16-precast lattice beam Heave Here, 17-high-strength bolt, the pre-buried upper iron reinforcing bar of 18-vertical and horizontal, 19-buries iron reinforcing bar in advance, 20-branch sleeve, 21-non-shrink mortar, 22-roof structure, 23-breach, 24-beam steel.
Detailed description of the invention
Embodiment is see shown in Fig. 1-4, and this assembling electronic workshop, comprises factory building foundation raft plate 5, the prefabricated post 1 of reinforced concrete structure, the Prefabricated superposed beam 2 of reinforced concrete structure, the precast lattice beam 3 of reinforced concrete structure and roof structure 22.
See Fig. 5, in the present embodiment, prefabricated post 1 is provided with and supports set bolt 9, safety net set bolt 10 and prefabricated post Heave Here 8.Prefabricated post is pre-buried prefabricated post Heave Here 8, support set bolt 9 and safety net set bolt 10 when plant produced, prefabricated post Heave Here 8 is for hoisting prefabricated post, so that the prefabricated post demoulding and handling, supporting set bolt 9 installs temporary fixed for prefabricated post, hangs safety net when safety net set bolt 10 is installed for Prefabricated superposed beam.
See Fig. 1, Fig. 5, Fig. 8, the bottom of described prefabricated post 1 is provided with suspension column junction plate 7, and suspension column junction plate 7 is connected with factory building foundation raft plate 5 by suspension column connecting bolt 6, is perfused with ungauged regions sand 21 in the gap between suspension column junction plate 7 and factory building foundation raft plate 5.That is, prefabricated post adopts suspension column junction plate to be connected with factory building foundation raft plate by the form of suspension column connecting bolt and grouting.
See Fig. 1-3, Fig. 5, Fig. 9, the middle part of described prefabricated post 1 is provided with bracket 13, and described Prefabricated superposed beam 2 is set up between the bracket 13 of adjacent two prefabricated post 1, is perfused with non-shrink mortar in the gap between the end of Prefabricated superposed beam 2 and prefabricated post 1.
See Fig. 1, Fig. 3, Fig. 9, in the present embodiment, Prefabricated superposed beam 2 is erected with superimposed sheet 4, on the beam on Prefabricated superposed beam 2, iron 14 overlaps with the reinforcing bar binding in the last layer on superimposed sheet 4, and Prefabricated superposed beam 2 and superimposed sheet 4 are built and be integrated.See Fig. 5, Fig. 9, described prefabricated post 1 is also provided with beam steel and connects hole 12, have beam steel 24 to be through beam steel and connect in hole 12, and beam steel is connected iron 14 on the beam on the Prefabricated superposed beam of both sides, hole and couple together.What Prefabricated superposed beam adopted is the form of superposed beam, and the beam-ends of Prefabricated superposed beam is erected on bracket, after the last layer on superimposed sheet has been built, becomes overall (namely becoming overlapping layers) with prefabricated post.
See Fig. 1, Fig. 4-7, Figure 10, Figure 11, the top of described prefabricated post 1 is provided with pre-buried connecting reinforcement 11, described precast lattice beam 3 is mesh shape (also can be loose structure), four angles of precast lattice beam are set up at the top of prefabricated post 1, and the position of corresponding pre-buried connecting reinforcement 11 is provided with breach 23 on four of precast lattice beam angles, non-shrink mortar is perfused with in breach 23, described pre-buried connecting reinforcement 11 is built with the non-shrink mortar at breach 23 place be poured in precast lattice beam 3 and is linked together, namely pre-buried connecting reinforcement is used for and waters node after precast lattice beam and be connected.
In the present embodiment, precast lattice beam 3 is provided with precast lattice beam Heave Here 16, precast lattice beam is according to Structural Design Requirement and technological requirement, for loose structure, (Fig. 6 is the precast lattice beam in 6 holes, Fig. 7 is the precast lattice beam in 24 holes), the lattice girder deck be made up of precast lattice beam 3 is that electronic workshop produces core space.
In the present embodiment, precast lattice beam 3 is provided with link bolt hole 15(reserved connection hole), adjacent precast lattice beam 3 is stitched together by the high-strength bolt 17 be through in link bolt hole 15.
Breach 23 place in described precast lattice beam 3 is provided with the pre-buried upper iron reinforcing bar 18 of vertical and horizontal, and the pre-buried upper iron reinforcing bar 18 of the vertical and horizontal in this precast lattice beam 3 is by branch sleeve 20(straight screw sleeve) together with the pre-buried upper iron bar connecting of vertical and horizontal in adjacent precast lattice beam, the pre-buried upper iron reinforcing bar 18 of vertical and horizontal and branch sleeve 20 are also built with the non-shrink mortar at breach 23 place in precast lattice beam 3 and are linked together.
In the present embodiment, breach 23 place in precast lattice beam 3 is provided with and buries iron reinforcing bar 19 in advance, and buries iron reinforcing bar 19 in advance and build with the non-shrink mortar at breach 23 place in precast lattice beam 3 and link together.
See Fig. 1, described roof structure 22 is set up at the top of prefabricated post 1.
The construction method of above-mentioned assembling electronic workshop, its step is as follows:
The first step, construction factory building foundation raft plate 5.
Second step, on factory building foundation raft plate, bury suspension column connecting bolt 6 underground.
3rd step, lifting and temporary fixed prefabricated post 1.
Non-shrink mortar is poured in gap between 4th step, suspension column junction plate 7 bottom prefabricated post 1 and factory building foundation raft plate 5.
5th step, hoisting prefabricated superposed beam 2.
Non-shrink mortar is poured in 6th step, gap between the end of Prefabricated superposed beam 2 and prefabricated post 1.
7th step, hoisting prefabricated lattice girder 3.
Non-shrink mortar is poured in 8th step, breach 23 on four angles of precast lattice beam.
The roof structure 22 of the 9th step, installation factory building.
When Prefabricated superposed beam 2 is erected with superimposed sheet 4, after the 6th step completes, also need to lift superimposed sheet, by iron 14 on the beam on Prefabricated superposed beam 2 together with the reinforcing bar binding in the last layer on superimposed sheet 4, then superimposed sheet overlapping layers concrete pouring construction is carried out, Prefabricated superposed beam 2 and superimposed sheet 4 are built be integrated, and then carry out the 7th step.
Claims (7)
1. an assembling electronic workshop, is characterized in that: comprise factory building foundation raft plate (5), prefabricated post (1), Prefabricated superposed beam (2), precast lattice beam (3) and roof structure (22);
The bottom of described prefabricated post (1) is provided with suspension column junction plate (7), and suspension column junction plate (7) is connected with factory building foundation raft plate (5) by suspension column connecting bolt (6), in the gap between suspension column junction plate (7) and factory building foundation raft plate (5), be perfused with non-shrink mortar;
The middle part of described prefabricated post (1) is provided with bracket (13), described Prefabricated superposed beam (2) is set up between the bracket (13) of adjacent two prefabricated post (1), is perfused with non-shrink mortar in the gap between the end of Prefabricated superposed beam (2) and prefabricated post (1);
The top of described prefabricated post (1) is provided with pre-buried connecting reinforcement (11), the top in prefabricated post (1) is set up at four angles of described precast lattice beam (3), and the position of corresponding pre-buried connecting reinforcement (11) is provided with breach (23) on four of precast lattice beam angles, breach is perfused with non-shrink mortar in (23), and described pre-buried connecting reinforcement (11) is built with the non-shrink mortar at breach (23) place be poured in precast lattice beam (3) and linked together;
Described roof structure (22) sets up the top in prefabricated post (1);
Described precast lattice beam (3) is provided with link bolt hole (15), and adjacent precast lattice beam (3) is stitched together by the high-strength bolt (17) be through in link bolt hole (15);
Breach (23) place in described precast lattice beam (3) is provided with the pre-buried upper iron reinforcing bar (18) of vertical and horizontal, and the pre-buried upper iron reinforcing bar (18) of the vertical and horizontal in this precast lattice beam (3) is by together with the pre-buried upper iron bar connecting of the vertical and horizontal of branch sleeve (20) in adjacent precast lattice beam, and the pre-buried upper iron reinforcing bar (18) of vertical and horizontal and branch sleeve (20) are also built with the non-shrink mortar at breach (23) place in precast lattice beam (3) and linked together;
Breach (23) place in described precast lattice beam (3) is provided with and buries iron reinforcing bar (19) in advance, and the non-shrink mortar burying breach (23) place in iron reinforcing bar (19) and precast lattice beam (3) is in advance built and linked together.
2. assembling electronic workshop according to claim 1, it is characterized in that: described Prefabricated superposed beam (2) is erected with superimposed sheet (4), Liang Shangtie (14) on Prefabricated superposed beam (2) is together with the reinforcing bar binding in the last layer on superimposed sheet (4), and Prefabricated superposed beam (2) and superimposed sheet (4) are built and be integrated.
3. assembling electronic workshop according to claim 2, it is characterized in that: described prefabricated post (1) is provided with beam steel and connects hole (12), have beam steel (24) to be through beam steel to connect in hole (12), and the Liang Shangtie (14) connected by beam steel on the Prefabricated superposed beam of both sides, hole couples together.
4. assembling electronic workshop according to claim 1, is characterized in that: described prefabricated post (1) is provided with and supports set bolt (9) and safety net set bolt (10).
5. assembling electronic workshop according to claim 1, is characterized in that: described prefabricated post (1) is provided with prefabricated post Heave Here (8), and described precast lattice beam (3) is provided with precast lattice beam Heave Here (16).
6. a construction method for the assembling electronic workshop in the claims 1-5 described in any one, is characterized in that step is as follows:
The first step, construction factory building foundation raft plate (5);
Second step, on factory building foundation raft plate, bury suspension column connecting bolt (6) underground;
3rd step, lifting and temporary fixed prefabricated post (1);
4th step, prefabricated post (1) bottom suspension column junction plate (7) and factory building foundation raft plate (5) between gap in pour into non-shrink mortar;
5th step, hoisting prefabricated superposed beam (2);
Non-shrink mortar is poured in 6th step, gap between the end of Prefabricated superposed beam (2) and prefabricated post (1);
7th step, hoisting prefabricated lattice girder (3);
Perfusion non-shrink mortar in 8th step, breach (23) on four angles of precast lattice beam;
The roof structure (22) of the 9th step, installation factory building.
7. the construction method of assembling electronic workshop according to claim 6, it is characterized in that: after described 6th step completes, lifting superimposed sheet, by the Liang Shangtie (14) on Prefabricated superposed beam (2) together with the reinforcing bar binding in the last layer on superimposed sheet (4), then superimposed sheet last layer concrete pouring construction is carried out, Prefabricated superposed beam (2) and superimposed sheet (4) are built be integrated, and then carry out the 7th step.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310391270.5A CN103452350B (en) | 2013-09-02 | 2013-09-02 | Assembling electronic workshop and construction method thereof |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310391270.5A CN103452350B (en) | 2013-09-02 | 2013-09-02 | Assembling electronic workshop and construction method thereof |
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| CN103452350A CN103452350A (en) | 2013-12-18 |
| CN103452350B true CN103452350B (en) | 2016-04-06 |
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| CN201310391270.5A Expired - Fee Related CN103452350B (en) | 2013-09-02 | 2013-09-02 | Assembling electronic workshop and construction method thereof |
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Families Citing this family (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105484525A (en) * | 2016-01-12 | 2016-04-13 | 国网上海市电力公司 | Construction method of 110 kV assembled monolithic concrete indoor transformer substation |
| CN107762197A (en) * | 2016-08-18 | 2018-03-06 | 上海宝冶建设工业炉工程技术有限公司 | Application process of the door type frame in glass production line workshop building |
| CN106592763A (en) * | 2016-12-29 | 2017-04-26 | 上海建工集团股份有限公司 | Connecting node between prefabricated concrete pillar and base and construction method thereof |
| 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 |
| CN110206347B (en) * | 2019-05-18 | 2020-11-24 | 陕西建工第五建设集团有限公司 | Side span structure of assembled electronic factory building and construction method thereof |
| CN111749474B (en) * | 2020-07-02 | 2021-10-08 | 上海建工四建集团有限公司 | Construction method of clean workshop |
| CN116771182B (en) * | 2023-06-16 | 2024-08-20 | 中国电子工程设计院股份有限公司 | Building structure of electronic factory building and construction method thereof |
| CN116988587B (en) * | 2023-06-16 | 2024-08-20 | 中国电子工程设计院股份有限公司 | Building connection structure based on horizontal component and vertical component |
Family Cites Families (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DK130931C (en) * | 1970-11-27 | 1978-02-27 | Pedersen L Og Eriksson Radgive | PREFABRICATED COVERING OF REINFORCED CONCRETE |
| SU817168A1 (en) * | 1979-05-03 | 1981-03-30 | Тбилисский Зональный Научно-Исследова-Тельский И Проектный Институт Типовогои Экспериментального Проектированияжилых И Общественных Зданий "Тбилзнииэп" | Prefabricated ferroconcrete ceiling |
| CN2459381Y (en) * | 2000-12-15 | 2001-11-14 | 润弘精密工程事业股份有限公司 | Semi-precasitng waffle slab floor |
| CN101368428B (en) * | 2008-07-18 | 2011-07-20 | 徐尉 | Prefabricated component house and its construction method |
| CN102493687B (en) * | 2011-12-15 | 2014-02-05 | 孙有芳 | Ecological industrial factory building fabricated construction method |
| CN202416570U (en) * | 2011-12-29 | 2012-09-05 | 青岛市城阳区新世纪预制构件有限公司 | Prefabricated-assembled beam-column-board joint structure for large-span plant |
| CN203066527U (en) * | 2012-12-29 | 2013-07-17 | 青岛市城阳区新世纪预制构件有限公司 | Industrial building |
| CN203603542U (en) * | 2013-09-02 | 2014-05-21 | 中建一局集团建设发展有限公司 | Fabricated electronic workshop |
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2013
- 2013-09-02 CN CN201310391270.5A patent/CN103452350B/en not_active Expired - Fee Related
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