CN204876575U - Building construction system - Google Patents
Building construction system Download PDFInfo
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- CN204876575U CN204876575U CN201520595510.8U CN201520595510U CN204876575U CN 204876575 U CN204876575 U CN 204876575U CN 201520595510 U CN201520595510 U CN 201520595510U CN 204876575 U CN204876575 U CN 204876575U
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Abstract
The utility model provides a building construction system, it is at the floor of the core section of thick bamboo part of building, the interior wall, adopt the aluminum mould system on the positions such as the post of roof beam and stair and periphery and stair in a large number, adopt elevartor shaft steel mould workstation and elevartor shaft steel module system all in the elevartor shaft, the peripheral outer wall protection system of building periphery recycles, the cooperation is climbed wall steel mould and is climbed the wall workstation, the construction protection security has improved, and compare in traditional wooden model, aluminum mould stability is good, bear the weight of the dynamic height, and the installation is simple and easy, the work progress is the environmental protection more, construction back concrete roughness is high, can also effectively reduce the whole construction cycle of building, the qualities of whole building are improved, thereby reduce construction cost.
Description
[technical field]
The utility model relates to building/building technology field, particularly relates to a kind of architecture construction system.
[background technology]
The structure of existing high-rise commercial building has the features such as story height is high, floor height change is many, floor thickness is various.Therefore, on construction arranges, general point two parts carry out, i.e. core-tube partial and periphery.
Described core-tube partial is formed primarily of wall column, stair, floor, beam, elevator shaft and exterior wall, and wherein, wall column, stair, floor, beam mainly adopt traditional wooden model, and elevator shaft also mainly adopts wooden model, and exterior wall then mainly adopts wooden model to protect as exterior wall.Described periphery is primarily of wall column, stair, floor and peripheral formation, and its major part all mainly adopts traditional wooden model.
Visible, no matter be core-tube partial, or periphery, existing construction is main mainly with Traditional Wood mould greatly, the characteristic of wooden model itself determines it and has shortcomings, for example, according to traditional wooden model, then easily a large amount of building wastes is produced, not environmentally, and needing a large amount of artificial, the rate of recovery of material is also lower, and after construction, concrete surface planeness is low; Support according to steelframe, then inconvenient operation, and load bearing effect is poor.
Therefore, necessaryly provide a kind of new architecture construction system to solve the problems of the technologies described above.
[utility model content]
The technical problem that the utility model solves is to provide a kind of architecture construction system, to improve that long construction period in prior art, construction are inconvenient and the problem such as after construction concrete quality is not good.
For solving the problems of the technologies described above, the utility model provides a kind of architecture construction system, comprise core-tube partial and periphery, described core-tube partial comprises: Core Walls Structure aluminum dipping form system, support described Core Walls Structure aluminum dipping form system Core Walls Structure trellis supports system, for the elevator shaft punching block system in elevator shaft and elevator shaft punching block workbench and Core Walls Structure exterior wall punching block system, described Core Walls Structure exterior wall punching block system comprise climb wall punching block and with climb that wall punching block is fixedly connected with climb wall workbench; Described periphery comprises: peripheral aluminum dipping form system, outlying station modular system, the peripheral trellis supports system supporting peripheral aluminum dipping form system and outlying station modular system and peripheral outer wall guard system; described outlying station modular system comprises perimeter beams steel platform form unit and peripheral floor steel platform form unit, and described peripheral outer wall guard system comprises the topping in row's gratings and the row's of being installed on gratings.
Further, described Core Walls Structure aluminum dipping form system comprises Core Walls Structure floor aluminum alloy pattern plate, Core Walls Structure wall column aluminum alloy pattern plate, Core Walls Structure stair aluminum alloy pattern plate and Core Walls Structure beam aluminum alloy pattern plate; Described peripheral aluminum dipping form system comprises outer enclosing wall column aluminum alloy pattern plate and peripheral stair aluminum alloy pattern plate.
Further, described in climb wall workbench and from bottom to top build and be provided with protection cage and be positioned at inside protection cage and as the cat ladder of lower channel, and described in climb wall workbench supported by least two diagonal braces be obliquely installed described in climb wall punching block.
Further, described elevator shaft punching block system comprises the borehole wall steel form that is fixed on the elevator shaft borehole wall and is connected to manned of described borehole wall steel form top, and described borehole wall steel form is positioned at the top of described elevator shaft punching block workbench.
Further, described manned rectangular and be fixedly connected with the borehole wall steel form of surrounding, and manned platform is provided with access.
Further, be fixedly connected with screwed pipe by bolt between two borehole wall steel forms be oppositely arranged, described bolt one end is fixed on described borehole wall steel form, and the other end is connected with described screwed pipe, and described screwed pipe is provided with the rotating handles that screwed pipe can be driven to rotate.
Further, described elevator shaft punching block workbench is provided with top board, base plate and connects the cat ladder of top board and base plate, and described elevator shaft punching block bench-top is provided with flip plate.
Further, the top of described elevator shaft punching block workbench is provided with stretching device, and described stretching device is provided with threaded rod and is positioned at stretching on the downside of threaded rod and leads to.
Further, described row's gratings comprises the drawknot bar be fixed on peripheral floor and the vertical rod be fixedly connected with drawknot bar, described vertical rod comprise the outside vertical rod that vertically arranges with inner side vertical rod, horizontally disposed first cross bar, be set up on described first cross bar and the second cross bar be fixedly connected with the first cross bar and the scaffold floor be positioned at above described first cross bar; Described first cross bar and the second cross bar are mutually vertical and jointly carry described scaffold floor.
Further, described Core Walls Structure floor aluminum alloy pattern plate and described Core Walls Structure wall column are connected by C type connector with between aluminum alloy pattern plate, and described C type connector is provided with a pair linking arm and is fixedly connected with the fixture of arm; The brace that described Core Walls Structure trellis supports system comprises straight-bar, connects the transverse bar between adjacent two straight-bars and be connected between two transverse bars.
The utility model architecture construction system adopts aluminum dipping form system in a large number at core-tube partial, compared to traditional wooden model, aluminum dipping form good stability, bearing capacity are high, and simple and easy, work progress more environmental protection is installed, after construction, concrete planeness is high, and adopts peripheral outer wall guard system, elevator shaft punching block system and elevator shaft punching block workbench, the safety of construction can be improved, can also effectively reduce building integral construction period, improve monolithic architecture quality, thus reduce construction cost.
[accompanying drawing explanation]
Fig. 1 is one of segmentation simplified schematic diagram of the utility model architecture construction system;
Fig. 2 is the segmentation simplified schematic diagram two of the utility model architecture construction system;
Fig. 3 is the chief component of the utility model architecture construction system;
Fig. 4 is the schematic diagram that the utility model architecture construction system is applied on building;
Fig. 5 is the structural representation of the Core Walls Structure aluminum dipping form system of the utility model architecture construction system;
Fig. 6 is the structural representation of the elevator shaft system of the utility model architecture construction system;
Fig. 7 is the top view of the elevator shaft punching block system of the utility model architecture construction system;
Fig. 8 is the lateral view of the elevator shaft punching block system of the utility model architecture construction system;
Fig. 9 is the top view of the elevator shaft punching block workbench of the utility model architecture construction system;
Figure 10 is the lateral view of the elevator shaft punching block workbench of the utility model architecture construction system;
Figure 11 is the partial enlarged drawing of the Core Walls Structure exterior wall punching block system of the utility model architecture construction system;
Figure 12 is the schematic diagram of the Core Walls Structure trellis supports system of the utility model architecture construction system;
Figure 13 is the structural representation of the outlying station modular system of the utility model architecture construction system;
Figure 14 is the lateral view of the peripheral outer wall guard system of the utility model architecture construction system;
Figure 15 is the top view of the peripheral outer wall guard system of the utility model architecture construction system;
Figure 16 is the elevation of the peripheral outer wall guard system topping of the utility model architecture construction system;
Figure 17 is a kind of Specific construction process adopting the utility model architecture construction system.
[detailed description of the invention]
Fig. 1 and the basic structure sketch that Figure 2 shows that building, building self structure can be divided into Core Walls Structure (i.e. BAY1 and BAY2) and peripheral (BAY3 and BAY4), for this reason, based on this design feature of building, the utility model provides and a kind ofly improves the convenience of construction and the architecture construction system 100 of construction quality, which employs a large amount of aluminum dipping form systems and special punching block workbench etc., as the partial component of showing in Fig. 3, wherein include the aluminum alloy pattern plate such as floor aluminum alloy pattern plate 10 and wall column aluminum alloy pattern plate 20, elevator shaft system 30 (comprising elevator shaft punching block workbench 31 and elevator shaft punching block system 32), Core Walls Structure trellis supports system 40, Core Walls Structure exterior wall punching block system 50 and peripheral outer wall guard system 60, these composition components will be widely used in the Core Walls Structure of building and peripheral (can coordinate and consult shown in Fig. 4).
According to building Core Walls Structure and peripheral design feature, architecture construction system 100 described in the utility model comprises: core-tube partial and periphery, and described core-tube partial and periphery lay respectively at inner side and the periphery of building.Wherein:
Described core-tube partial comprises: Core Walls Structure aluminum dipping form system, support described Core Walls Structure aluminum dipping form system Core Walls Structure trellis supports system, for the elevator shaft punching block system in elevator shaft and elevator shaft punching block workbench and Core Walls Structure exterior wall punching block system.Described Core Walls Structure aluminum dipping form system comprises Core Walls Structure floor aluminum alloy pattern plate, Core Walls Structure wall column aluminum alloy pattern plate, Core Walls Structure stair aluminum alloy pattern plate and Core Walls Structure beam aluminum alloy pattern plate; Described elevator shaft punching block system comprises the borehole wall steel form be fixed on the elevator shaft borehole wall, and described borehole wall steel form is positioned at the top of described elevator shaft punching block workbench.
Described periphery comprises: peripheral aluminum dipping form system, outlying station modular system, the peripheral trellis supports system supporting peripheral aluminum dipping form system and outlying station modular system and peripheral outer wall guard system.Described peripheral aluminum dipping form system comprises outer enclosing wall column aluminum alloy pattern plate and peripheral stair aluminum alloy pattern plate.Described outlying station modular system comprises peripheral floor steel platform form unit and perimeter beams steel platform form unit.Described peripheral outer wall guard system comprises the topping in row's gratings and the row's of being installed on gratings.
Below in conjunction with diagram and specific embodiment, illustrate design feature and the mode of occupation of each component part of the utility model architecture construction system.
In described Core Walls Structure aluminum dipping form system, as shown in Figure 5, wherein, Core Walls Structure floor aluminum alloy pattern plate 10 and Core Walls Structure wall column aluminum alloy pattern plate 20 are applied to the concreting of Core Walls Structure floor 200 and the concreting of body of wall (comprising wall column) 300 respectively, and respectively in being horizontally disposed with and vertically arranging, in the present embodiment, described Core Walls Structure wall column aluminum alloy pattern plate 20 is located at the both sides of the body of wall 300 of building respectively, and realize interfixing location by nuts and bolt, it is worth mentioning that, described Core Walls Structure floor is connected by C type connector 11 with between aluminum alloy pattern plate 10 and Core Walls Structure wall column aluminum alloy pattern plate 20, described C type connector 11 is provided with a pair linking arm 12 and connects described linking arm 12 and described aluminum alloy pattern plate 10, the fixture 13 of 20.Certainly, described building Core Walls Structure stair (not shown) and beam 400 (ginseng Figure 12) also all adopt aluminum dipping form system, its similar is in floor aluminum alloy pattern plate 10 and wall column aluminum alloy pattern plate 20 (no longer illustrate at this and repeat), reason is that the stability of aluminum dipping form system is better, bearing capacity is higher, and install simple and easy, construction environmental protection, concrete surface planeness is very high.
Similar to Core Walls Structure aluminum dipping form system, described peripheral aluminum dipping form system comprises outer enclosing wall column aluminum alloy pattern plate and peripheral stair aluminum alloy pattern plate, and the structure of each aluminum alloy pattern plate described is substantially identical with Core Walls Structure aluminum dipping form system with mounting means, does not repeat them here.
By contrast, peripheral floor 200 ', the perimeter beams 400 ' of described architecture enclosing (BAY3 and BAY4) then adopt outlying station modular system 70, can coordinate shown in ginseng Figure 13, described outlying station modular system 70 comprises perimeter beams steel platform form unit 71 and peripheral floor steel platform form unit 72, wherein, described peripheral floor steel platform form unit 72 comprise peripheral floor steel platform template 74, with the building plate bench formwork bracing frame 41 ' of described peripheral floor steel platform template 74 one and the mobile device 45 that is arranged on bottom building plate bench formwork bracing frame; Described perimeter beams steel platform form unit 71 comprise peripheral joist steel platform template, with the beam platform mould bracing frame of described peripheral joist steel platform template one and the mobile device that is arranged on bottom beam platform mould bracing frame.
Shown in ginseng Fig. 6, for the construction of elevator shaft, the utility model architecture construction system adopts elevator shaft punching block workbench 31 and elevator shaft punching block system 32.Described elevator shaft punching block workbench 31 is for being placed in the punching block workbench in elevator shaft, and can under the driving of power set (as tower crane), elevating function is realized by drawing high element P, to facilitate, construction operation is carried out to the floor of differing heights, the borehole wall steel form of described elevator shaft punching block system 32 is fixed on the internal face of the described elevator shaft borehole wall, and by the outside wall surface of bolt and the elevator shaft borehole wall climb wall punching block 52 or Core Walls Structure wall column aluminum alloy pattern plate 20 realizes secure fit.Top view and the lateral view of elevator shaft punching block system 32 is respectively shown in Fig. 7 and Fig. 8, to show top structure and the internal construction of elevator shaft punching block system 32, bolt 33 and screwed pipe 34 is provided with between two borehole wall steel forms be oppositely arranged, for strutting and locating two borehole wall steel forms be oppositely arranged, described bolt 33 one end is fixed on described borehole wall steel form, the other end is connected with described screwed pipe 34, and described screwed pipe 34 is provided with the rotating handles 35 that screwed pipe 34 can be driven to rotate; Described elevator shaft punching block system 32 is provided with one manned 36 at the top of described borehole wall steel form, described manned 36 rectangular and be fixedly connected with the borehole wall steel form of surrounding, and manned 36 is provided with access 37.The described element P that draws high is fixedly connected with described elevator shaft punching block system 32.
As shown in FIG. 9 and 10, the both sides of described elevator shaft punching block workbench 31 are fixed on the borehole wall of elevator shaft by bolt 370, and the top of described elevator shaft punching block workbench 31 is provided with threaded rod 360, described threaded rod 360 is for playing regulatory role, and the downside of described threaded rod 360 is provided with flexible logical 330, described threaded rod 360 and flexible logical 330 forms stretching device jointly, and described threaded rod 360 surface is provided with screw thread.In addition, described elevator shaft punching block workbench 31 is also provided with the cat ladder 380 connecting top board 340 and base plate 320, and described elevator shaft punching block workbench 31 top is provided with flip plate 311.
Continue ginseng Fig. 6 and coordinate to consult shown in Figure 11, described Core Walls Structure exterior wall punching block system 50 is fixed on the wall face that core-tube partial builds, and it comprises: climb wall workbench 51 and climb wall punching block 52.Described wall workbench 51 of climbing from bottom to top is built along described exterior wall, and be provided with protection cage 53 and be positioned at inside protection cage 53 and as the cat ladder of lower channel, described protection cage 53 can be wire gauze, wherein, in the present embodiment, described climb wall workbench 51 supported by two diagonal braces 55 be obliquely installed described in climb wall punching block 52, specifically, as shown in Figure 8, which show and climb wall workbench 51 and the local connection of climbing wall punching block 52, one end of two diagonal braces 55 by bolt lock in the ins and outs of climbing wall workbench 51, in two diagonal braces 55, wherein the other end of a diagonal brace is supported on the upper position, middle part climbing wall punching block 52, the other end of another root diagonal brace is supported on the young connector 56 of the code of climbing back cord bottom wall punching block 52, and the two ends of described diagonal brace 55 are connected to respectively by bolt 54 climb wall workbench 51 and climb on wall punching block 52, described diagonal brace 55 is also provided with rotatable grip 551.In addition, connecting bolt 57, one connecting bolt 58 and an adjusting bolt 59 is also connected with in the bottom climbing wall punching block 52, adjusting bolt 59 climbs the bottom level of wall punching block 52 for regulating, the height making to climb wall punching block 52 with need the height of concreting to be consistent, connecting bolt 57 is connected by U-steel climbs wall punching block 52 and climbs wall workbench 51, and connecting bolt 58 is fixed on exterior wall for climbing wall workbench 51.After completing concreting, elevator shaft punching block system 32 is dismantled on elevator shaft punching block workbench 31.By the mutual combination of elevator shaft punching block system 32 with elevator shaft punching block workbench 31, and climbing wall workbench 51 and climbing the combination of wall punching block 52 on Core Walls Structure wall face, can independent work under the help drawing high element P (as tower crane), the quantity of constructor can be reduced.
As shown in figure 12, the brace 46 that described Core Walls Structure trellis supports system 40 comprises some straight-bars 41, connects the transverse bar 42 between adjacent two straight-bars 41 and be connected between two transverse bars 42, when supporting core cylinder floor 200, dead top box 43 is withstood at the top of described straight-bar 41, and described dead top box 43 connects on described Core Walls Structure floor aluminum alloy pattern plate 10.Because described Core Walls Structure trellis supports system 40 load bearing effect is good, operates simple and easy, the various supports because of story height/varied in thickness can be completed fast.
As shown in figure 14; described peripheral outer wall guard system 60 comprises the topping 63 in row's gratings and the row's of being installed on gratings; described row's gratings comprises the drawknot bar 61 be fixed on peripheral floor 200 ' and the vertical rod 62 be fixedly connected with drawknot bar 61, and described drawknot bar 61, vertical rod 62 form row's gratings structure.Described drawknot bar 61 is horizontally disposed with, and inner side is fixed on described floor or wall column 200 ' by pre-buried bar 64, and described pre-buried bar 64 is vertically fixed on described floor or wall column 200 '.Described vertical rod 62 is provided with the outside vertical rod 620 and inner side vertical rod 621, the first cross bar 623 being connected inside and outside edge-on bar and the scaffold floor 624 be positioned at above described first cross bar 623 that are parallel to each other, described first cross bar 623 is horizontally disposed with, the outside of described scaffold floor 624 is provided with the foot guard plate 626 vertically arranged, it is close to the foot of constructor, can play certain protective action.In addition, in order to better fixing feet palm 624, vertical rod 62 described in the utility model is also provided with and is set up in described first cross bar 623 and the second cross bar 627 be fixedly connected with the first cross bar 623, as shown in Figure 15 and Figure 16, described scaffold floor 624 is layed on described second cross bar 627, thus, by the acting in conjunction of the first cross bar 623 and the second cross bar 627, described scaffold floor 624 is supported.Described topping 63 is provided with close order type net retardance; it is fixed in described outside vertical rod 620; in the present embodiment; described peripheral outer wall guard system 60 also comprises the bridging 65 be fixed in described outside vertical rod 620; as shown in figure 16, the setting of described bridging 65 can strengthen the fixing of whole peripheral outer wall guard system 60.
Ginseng Figure 17 is a kind of construction method utilizing architecture construction system 100 described in the utility model, in the utility model, architecture construction system 100 is divided into four flowing water sections to build, the first core-tube partial BAY1, the second core-tube partial BAY2, the first periphery BAY3 and the second periphery BAY4 respectively, wherein said first periphery BAY3 ring is located at outside described first core-tube partial BAY1, and described second periphery BAY4 ring is located at outside described second core-tube partial BAY2.
In a work period, according to being divided into two parts in the morning and afternoon, (namely in Figure 17,1-represents content of constructing the morning to the construction content of every day, 2-represents content of constructing afternoon), visible, in work progress, Core Walls Structure and four peripheral flowing water sections of building can carry out construction simultaneously, describe architecture construction system 100 construction method in detail in the utility model for four days one decks.First core-tube partial BAY1, the second core-tube partial BAY2 wherein said when building, the first periphery BAY3 and the second periphery BAY4 synchronous construction, then the concrete stage of construction of construction method is as follows:
The 1st day morning:
Described first core-tube partial BAY1 carries out the installation of wall column aluminum alloy pattern plate.
Meanwhile, described second core-tube partial BAY2 carries out floor bar colligation.
Meanwhile, described first periphery BAY3 carries out concreting.
Meanwhile, described second periphery BAY4 carries out the installation of outlying station modular system successively.
1st afternoon:
Described first core-tube partial BAY1 carries out the installation of wall column aluminum alloy pattern plate.
Meanwhile, described second core-tube partial BAY2 carries out floor bar colligation and wall column reinforcing bar binding.
Meanwhile, described first periphery BAY3 carries out concreting.
Meanwhile, described second periphery BAY4 carries out the installation of outlying station modular system and peripheral floor bar colligation successively.
The 2nd day morning:
Described first core-tube partial BAY1 carries out the installation of floor aluminum alloy pattern plate and beam aluminum alloy pattern plate.
Meanwhile, described second core-tube partial BAY2 carries out concreting
Meanwhile, described first periphery BAY3 carries out the installation of wall column aluminum alloy pattern plate.
Meanwhile, described second periphery BAY4 carries out floor bar colligation successively.
2nd afternoon:
Described first core-tube partial BAY1 carries out the installation of floor aluminum alloy pattern plate and beam aluminum alloy pattern plate, and the colligation of floor bar.Specifically, be floor aluminum alloy pattern plate and beam aluminum alloy pattern plate are installed successively, colligation floor bar on floor aluminum alloy pattern plate at completed wall column aluminum alloy pattern plate top.
Meanwhile, described second core-tube partial BAY2 carries out concreting.
Meanwhile, described first periphery BAY3 carries out the installation of outlying station modular system.
Meanwhile, described second periphery BAY4 carries out wall column reinforcing bar binding.
The 3rd day morning:
Described first core-tube partial BAY1 carries out the colligation of floor bar.
Meanwhile, described second core-tube partial BAY2 carries out the installation of wall column aluminum alloy pattern plate.
Meanwhile, described first periphery BAY3 carries out the installation of outlying station modular system.
Meanwhile, described second periphery BAY4 carries out concreting.
3rd afternoon:
Described first core-tube partial BAY1 carries out the colligation of floor bar and the colligation of wall column reinforcing bar.
Meanwhile, described second core-tube partial BAY2 carries out the installation of wall column aluminum alloy pattern plate.
Meanwhile, described first periphery BAY3 carries out the colligation of the installation of outlying station modular system and floor bar.
Meanwhile, described second periphery BAY4 carries out concreting.
The 4th day morning:
Described first core-tube partial BAY1 carries out concreting.
Meanwhile, described second core-tube partial BAY2 carries out the installation of floor and beam aluminum alloy pattern plate.
Meanwhile, described first periphery BAY3 carries out the colligation of floor bar.
Meanwhile, described second periphery BAY4 carries out the installation of wall column aluminum alloy pattern plate.
4th afternoon:
Described first core-tube partial BAY1 carries out concreting.
Meanwhile, described second core-tube partial BAY2 carries out the installation of floor and beam aluminum alloy pattern plate, and the colligation of floor bar.
Meanwhile, described first periphery BAY3 carries out the colligation of floor bar and the colligation of wall column reinforcing bar.
Meanwhile, described second periphery BAY4 carries out the installation of outlying station modular system.
In this construction method, Core Walls Structure BAY1, BAY2 of described building and peripheral BAY3, BAY4 adopt the mode of simultaneously constructing, form four days work periods, each cycle builds one deck mansion, certainly, also can need with construction as the case may be to change four days work periods into the six days work periods, each cycle builds one deck mansion.It should be noted that no matter using several days as a work period, as long as four flowing water sections are all wanted to carry out building simultaneously, this architectural process is more reasonable, the combination of personnel, equipment, template is more tight, thus significantly reduces the monolithic architecture cycle, reduces building costs.
In sum, the utility model is at the interior wall of Core Walls Structure, floor, the positions such as the wall column of beam and stair and periphery and stair all adopt aluminum dipping form system (as a large amount of aluminum alloy pattern plate 10, 20), the positions such as the floor in periphery and beam adopt outlying station modular system 70, and in elevator shaft, adopt the combination of elevator shaft punching block system 32 and elevator shaft punching block workbench 31, greatly can save construction period, make concrete surface planeness higher, and the simple installation of aluminum alloy pattern plate, enabling capabilities is strong, and compared with Traditional Wood modular system, work progress is environmental protection more, also construction period and the construction cost of monolithic architecture can significantly be reduced.Meanwhile, in conjunction with the peripheral outer wall guard system 60 of climbing wall workbench 51 and climbing wall punching block 52 and improveing of Core Walls Structure exterior wall punching block system 50, make work progress manpower take reduction, safety is higher, and operation is also more convenient.
The above; it is only most preferred embodiment of the present utility model; not any pro forma restriction is done to the utility model; any those of ordinary skill in the art; do not departing under technical solutions of the utility model ambit; utilize the method content of above-mentioned announcement to make many possible variations and modification to technical solutions of the utility model, all belong to the scope of claims protection.
Claims (10)
1. an architecture construction system, comprises core-tube partial and periphery, it is characterized in that,
Described core-tube partial comprises: Core Walls Structure aluminum dipping form system, support described Core Walls Structure aluminum dipping form system Core Walls Structure trellis supports system, for the elevator shaft punching block system in elevator shaft and elevator shaft punching block workbench and Core Walls Structure exterior wall punching block system, described Core Walls Structure exterior wall punching block system comprise climb wall punching block and with climb that wall punching block is fixedly connected with climb wall workbench;
Described periphery comprises: peripheral aluminum dipping form system, outlying station modular system, the peripheral trellis supports system supporting peripheral aluminum dipping form system and outlying station modular system and peripheral outer wall guard system; described outlying station modular system comprises perimeter beams steel platform form unit and peripheral floor steel platform form unit, and described peripheral outer wall guard system comprises the topping in row's gratings and the row's of being installed on gratings.
2. architecture construction system according to claim 1, is characterized in that: described Core Walls Structure aluminum dipping form system comprises Core Walls Structure floor aluminum alloy pattern plate, Core Walls Structure wall column aluminum alloy pattern plate, Core Walls Structure stair aluminum alloy pattern plate and Core Walls Structure beam aluminum alloy pattern plate; Described peripheral aluminum dipping form system comprises outer enclosing wall column aluminum alloy pattern plate and peripheral stair aluminum alloy pattern plate.
3. architecture construction system according to claim 2; it is characterized in that: described in climb wall workbench and from bottom to top build and be provided with protection cage and be positioned at inside protection cage and as the cat ladder of lower channel, and described in climb wall workbench supported by least two diagonal braces be obliquely installed described in climb wall punching block.
4. architecture construction system according to claim 1, it is characterized in that: described elevator shaft punching block system comprises the borehole wall steel form that is fixed on the elevator shaft borehole wall and is connected to manned of described borehole wall steel form top, and described borehole wall steel form is positioned at the top of described elevator shaft punching block workbench.
5. architecture construction system according to claim 4, is characterized in that: described manned rectangular and be fixedly connected with the borehole wall steel form of surrounding, and manned platform is provided with access.
6. architecture construction system according to claim 5, it is characterized in that: be fixedly connected with screwed pipe by bolt between two borehole wall steel forms be oppositely arranged, described bolt one end is fixed on described borehole wall steel form, the other end is connected with described screwed pipe, and described screwed pipe is provided with the rotating handles that screwed pipe can be driven to rotate.
7. architecture construction system according to claim 6, is characterized in that: described elevator shaft punching block workbench is provided with top board, base plate and connects the cat ladder of top board and base plate, and described elevator shaft punching block bench-top is provided with flip plate.
8. architecture construction system according to claim 7, is characterized in that: the top of described elevator shaft punching block workbench is provided with stretching device, and described stretching device is provided with threaded rod and is positioned at stretching on the downside of threaded rod and leads to.
9. architecture construction system according to claim 1, it is characterized in that: described row's gratings comprises the drawknot bar be fixed on peripheral floor and the vertical rod be fixedly connected with drawknot bar, described vertical rod comprise the outside vertical rod that vertically arranges with inner side vertical rod, horizontally disposed first cross bar, be set up on described first cross bar and the second cross bar be fixedly connected with the first cross bar and the scaffold floor be positioned at above described first cross bar; Described first cross bar and the second cross bar are mutually vertical and jointly carry described scaffold floor.
10. architecture construction system according to claim 2, it is characterized in that: described Core Walls Structure floor aluminum alloy pattern plate and described Core Walls Structure wall column are connected by C type connector with between aluminum alloy pattern plate, and described C type connector is provided with a pair linking arm and is fixedly connected with the fixture of arm; The brace that described Core Walls Structure trellis supports system comprises straight-bar, connects the transverse bar between adjacent two straight-bars and be connected between two transverse bars.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520595510.8U CN204876575U (en) | 2015-08-07 | 2015-08-07 | Building construction system |
| HK15110247.3A HK1206916A2 (en) | 2015-08-07 | 2015-10-19 | A commercial building construction system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520595510.8U CN204876575U (en) | 2015-08-07 | 2015-08-07 | Building construction system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204876575U true CN204876575U (en) | 2015-12-16 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520595510.8U Active CN204876575U (en) | 2015-08-07 | 2015-08-07 | Building construction system |
Country Status (2)
| Country | Link |
|---|---|
| CN (1) | CN204876575U (en) |
| HK (1) | HK1206916A2 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105003075A (en) * | 2015-08-07 | 2015-10-28 | 俊川建筑科技有限公司 | Building construction system |
| CN106522537A (en) * | 2016-11-16 | 2017-03-22 | 上海市建筑装饰工程集团有限公司 | Stone vertical transporting system inside external wall scaffold |
-
2015
- 2015-08-07 CN CN201520595510.8U patent/CN204876575U/en active Active
- 2015-10-19 HK HK15110247.3A patent/HK1206916A2/en not_active IP Right Cessation
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105003075A (en) * | 2015-08-07 | 2015-10-28 | 俊川建筑科技有限公司 | Building construction system |
| CN106522537A (en) * | 2016-11-16 | 2017-03-22 | 上海市建筑装饰工程集团有限公司 | Stone vertical transporting system inside external wall scaffold |
Also Published As
| Publication number | Publication date |
|---|---|
| HK1206916A2 (en) | 2016-01-15 |
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