Assembling electronics factory building
Technical field
The utility model relates to a kind of electronics factory building.
Background technology
At present, the mode of construction of electronic factory building normally adopts the mode of on-the-spot cast-in-situ concrete to complete construction, for completing fast the construction of factory building, in work progress, conventionally need to drop into a large amount of manpower and materials, easily the construction of each electronics factory building will drop into the operating personnel of thousands of meters, the steel pipe frame material of tens thousand of tons and the template flitch of tens thousand of square meters, so will consume great social resources.And meanwhile, the cycle of founding the factory of electronics factory building is shorter, so can cause the low turnover of a large amount of wastings of resources, particularly wooden form to use, cause a large amount of lumber consumptions.Therefore along with the in-depth gradually of this phenomenon under builing industry rural migrant worker's in short supply and quality, adopt 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, large quantities of engineerings of applying prefabricating technique have been built at that time, but a large amount of rural migrant workers pour in city along with the later stage eighties, make to rely on professional technique workman's prefabricated industry to be subject to great impact, the industrialization of construction industry pattern that represents builing industry future thrust is lost gradually, and the development of prefabricating technique has also been absorbed in predicament decline gradually.
Recent years, along with the needs of expanding economy and builing industry industrial upgrading, be accompanied by equally the disappearance gradually that supports the cheap rural migrant worker of traditional architecture industry, the development of the industrialization of construction industry pattern of employing precast concrete fabricated construction pattern is by again becoming possibility, particularly along with the development of housing industrialization, precast concrete technology has started accumulation and development gradually, this advanced person's construction theory is introduced and had scale, the electronics factory building construction applications of standardization industrialization feature also will become a kind of inevitable, studying so a kind of novel factory normalization produces, the electronics factory building construction method with industrialization of construction industry feature of site assemblyization construction just becomes a kind of inevitable.
Utility model content
The purpose of this utility model is to provide a kind of assembling electronics factory building, solve that the electronic construction of hydropower speed that the mode of traditional employing cast-in-situ concrete builds is slow, the low and unsettled technical problem of quality of serious waste of resources, economy.
For achieving the above object, the utility model adopts following technical scheme: a kind of assembling electronics factory building, is characterized in that: comprise factory building foundation raft plate, prefabricated post, Prefabricated superposed beam, prefabricated lattice fine strain of millet 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, in the gap between suspension column junction plate and factory building foundation raft plate, is perfused with non-shrink mortar.
The middle part of described prefabricated post is provided with bracket, and described Prefabricated superposed beam is set up between the bracket of two adjacent prefabricated post, in the gap between end and the prefabricated post of Prefabricated superposed beam, is perfused with non-shrink mortar.
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 prefabricated lattice fine strain of millet, and on four angles of prefabricated lattice fine strain of millet, the position of corresponding pre-buried connecting reinforcement is provided with breach, in breach, be perfused with non-shrink mortar, described pre-buried connecting reinforcement is built and is linked together with the non-shrink mortar that is poured in the indentation, there on prefabricated lattice fine strain of millet.
Described roof structure is set up the top in prefabricated post.
On described Prefabricated superposed beam, can be erected with superimposed sheet, the Liang Shangtie on Prefabricated superposed beam is with together with reinforcing bar binding in the last layer on superimposed sheet, and Prefabricated superposed beam and superimposed sheet are built and be integrated.
In 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 Liang Shangtie beam steel being connected on the Prefabricated superposed beam of both sides, hole couples together.
On described prefabricated lattice fine strain of millet, can be provided with connecting bolt hole, adjacent prefabricated lattice fine strain of millet is stitched together by the high-strength bolt being through in connecting bolt hole.
Indentation, there on described prefabricated lattice fine strain of millet 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 on this prefabricated lattice fine strain of millet links together by the pre-buried upper iron reinforcing bar of the vertical and horizontal on branch sleeve and adjacent prefabricated lattice fine strain of millet, the pre-buried upper iron reinforcing bar of vertical and horizontal and branch sleeve also with prefabricated lattice fine strain of millet on the non-shrink mortar of indentation, there build and link together.
Indentation, there on described prefabricated lattice fine strain of millet can be provided with buries iron reinforcing bar in advance, and the non-shrink mortar of burying in advance the indentation, there on iron reinforcing bar and prefabricated lattice fine strain of millet is built and linked together.
In described prefabricated post, can be provided with and support set bolt and safety net set bolt.
In described prefabricated post, can be provided with prefabricated post Heave Here, on described prefabricated lattice fine strain of millet, can be provided with prefabricated lattice fine strain of millet Heave Here.
Compared with prior art the utlity model has following characteristics and beneficial effect: the scale that the utility model has according to electronic factory building, standardized feature, change traditional core space cast-in-place concrete structure into the structure that the prefabricated units such as prefabricated post, Prefabricated superposed beam, prefabricated lattice girder, superimposed sheet assemble.The prefabricated units such as described prefabricated post, Prefabricated superposed beam, prefabricated lattice girder, 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 the utility model proposes is prefabricated post, Prefabricated superposed beam, superimposed sheet, the members such as prefabricated lattice fine strain of millet 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 utilized site assembly prefabricated units speed fast simultaneously, artificial few, the measured feature of matter, solve traditional cast-in-place electronics factory building speed of application slow, serious waste of resources, economy is low, and the unsettled problem of quality, the speed of founding the factory and electronics factory building structure construction quality are significantly improved, especially utilized industrialized advantage, reduce 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 utility model is described in more detail.
Fig. 1 is structural representation of the present utility model.
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 prefabricated lattice fine strain of millet in six holes.
Fig. 7 is the schematic diagram of the prefabricated lattice fine strain of millet 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 prefabricated lattice fine strain of millet and prefabricated post.
Figure 11 is the elevational schematic view at the connected node place of prefabricated lattice fine strain of millet and prefabricated post.
Reference numeral: 1-prefabricated post, 2-Prefabricated superposed beam, the prefabricated lattice fine strain of millet of 3-, 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-connecting bolt hole, the prefabricated lattice fine strain of millet of 16-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.
The specific embodiment
Embodiment is referring to shown in Fig. 1-4, and this assembling electronics factory building, comprises the prefabricated post 1 of factory building foundation raft plate 5, reinforced concrete structure, the Prefabricated superposed beam 2 of reinforced concrete structure, prefabricated lattice fine strain of millet 3 and the roof structure 22 of reinforced concrete structure.
Referring to 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 in the time of plant produced, prefabricated post Heave Here 8 is for hoisting prefabricated post, so that the prefabricated post demoulding and handling, support set bolt 9 temporary fixed for prefabricated post installation, safety net set bolt 10 hangs safety net while installation for Prefabricated superposed beam.
Referring to 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 without shrinking sand 21 in the gap between suspension column junction plate 7 and factory building foundation raft plate 5.That is to say, 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.
Referring to 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 two adjacent prefabricated post 1, in the gap between the end of Prefabricated superposed beam 2 and prefabricated post 1, is perfused with non-shrink mortar.
Referring to Fig. 1, Fig. 3, Fig. 9, in the present embodiment, on Prefabricated superposed beam 2, be erected with superimposed sheet 4, the reinforcing bar binding in the last layer on the beam on Prefabricated superposed beam 2 on iron 14 and superimposed sheet 4 overlaps, and Prefabricated superposed beam 2 is built and is integrated with superimposed sheet 4.Referring to Fig. 5, Fig. 9, in described prefabricated post 1, be also provided with beam steel and connect hole 12, there is beam steel 24 to be through beam steel and connect in hole 12, and beam steel is connected to 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 entirety (becoming overlapping layers) with prefabricated post.
Referring to 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 prefabricated lattice fine strain of millet 3 is mesh shape (also can be loose structure), the top in prefabricated post 1 is set up at four angles of prefabricated lattice fine strain of millet, and on four angles of prefabricated lattice fine strain of millet, the position of corresponding pre-buried connecting reinforcement 11 is provided with breach 23, in breach 23, be perfused with non-shrink mortar, described pre-buried connecting reinforcement 11 is built and is linked together with the non-shrink mortar that is poured in breach 23 places on prefabricated lattice fine strain of millet 3, be pre-buried connecting reinforcement for after prefabricated lattice girder, water node and be connected.
In the present embodiment, prefabricated lattice fine strain of millet 3 is provided with prefabricated lattice fine strain of millet Heave Here 16, prefabricated lattice fine strain of millet is according to Structural Design Requirement and technological requirement, for loose structure, (Fig. 6 is the prefabricated lattice fine strain of millet in 6 holes, Fig. 7 is the prefabricated lattice fine strain of millet in 24 holes), the lattice girder deck being made up of prefabricated lattice fine strain of millet 3 is that electronics factory building is produced core space.
In the present embodiment, prefabricated lattice fine strain of millet 3 is provided with the reserved hole that connects of connecting bolt hole 15(), adjacent prefabricated lattice fine strain of millet 3 is stitched together by the high-strength bolt 17 being through in connecting bolt hole 15.
Breach 23 places on described prefabricated lattice fine strain of millet 3 are 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 on this prefabricated lattice fine strain of millet 3 is by branch sleeve 20(straight screw sleeve) link together with the pre-buried upper iron reinforcing bar of vertical and horizontal on adjacent prefabricated lattice fine strain of millet, the pre-buried upper iron reinforcing bar 18 of vertical and horizontal and branch sleeve 20 also with prefabricated lattice fine strain of millet 3 on the non-shrink mortar at breach 23 places build and link together.
In the present embodiment, breach 23 places on prefabricated lattice fine strain of millet 3 are provided with and bury in advance iron reinforcing bar 19, and the non-shrink mortar of burying in advance breach 23 places on iron reinforcing bar 19 and prefabricated lattice fine strain of millet 3 is built and linked together.
Referring to Fig. 1, described roof structure 22 is set up the top in prefabricated post 1.
The construction method of above-mentioned assembling electronics factory building, 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.
The 3rd step, lifting and temporary fixed prefabricated post 1.
In the 4th step, gap between suspension column junction plate 7 and the factory building foundation raft plate 5 of prefabricated post 1 bottom, pour into non-shrink mortar.
The 5th step, hoisting prefabricated superposed beam 2.
In the 6th step, gap between end and the prefabricated post 1 of Prefabricated superposed beam 2, pour into non-shrink mortar.
The 7th step, hoisting prefabricated lattice girder 3.
In the 8th step, breach 23 on four angles of prefabricated lattice fine strain of millet, pour into non-shrink mortar.
The roof structure 22 of the 9th step, installation factory building.
In the time being erected with superimposed sheet 4 on Prefabricated superposed beam 2, after the 6th step completes, also need to lift superimposed sheet, by iron 14 on the beam on Prefabricated superposed beam 2 with together with reinforcing bar binding in last layer on superimposed sheet 4, then carry out superimposed sheet overlapping layers concrete pouring construction, Prefabricated superposed beam 2 and superimposed sheet 4 are built and be integrated, and then carry out the 7th step.