Element type curtain wall system
Technical field
The present invention relates to building curtain wall technical field, particularly a kind of new type of component formula curtain wall system.
Background technology
Along with socioeconomic development, the raising of living standards of the people, high buildings and large mansions emerge in an endless stream, and the application of building curtain wall is also more and more wider. The structure of common building curtain wall and installation form are divided into two large classes: type unitized curtain wall system and element type curtain wall system. Wherein element type curtain wall system, as shown in Figure 1, the feature application simple with it, cost is low is very extensive, becomes structure and the installation form of existing the most basic modal building curtain wall. But element type curtain wall because of its all members be all to install at the construction field (site) that the site operation amount producing is large, installation accuracy is low, difficulty is large, complex structure, determine that with workmen's quality height the shortcoming of its quality has restricted its application and development.
In sum, the development need of building curtain wall industry is reformed, and needs the appearance of new technology, the novel curtain wall system need to develop fast, accurate, cost is low, man's activity is lower.
Summary of the invention
In view of existing element type curtain wall site operation speed is slow, low precision, cost is high, artifical influence factor is large shortcoming, the object of this invention is to provide a kind of new type of component formula curtain wall system, it has low cost, on-the-spot installation rate is fast, precision is high feature, can realize curtain wall installation period relatively short, cost is relatively low, and performance is relatively high and object that precision quality significantly improves.
For achieving the above object, the present invention takes following technical scheme:
A kind of new type of component formula curtain wall system, it comprises upper connector, lower connector and is located at the element type curtain wall plate between this upper and lower connector; This upper connector, lower connector are fixedly arranged on respectively the top and bottom of the building standard width of a room in an old-style house; This element type curtain wall plate comprises entablature, sill, some columns and standard width of a room in an old-style house curtain wall panel; This upper and lower crossbeam is respectively equipped with the fixing notch corresponding with this upper and lower connector, and this inside, column two ends is provided with column lock pin, and this column lock pin is fixed on this upper and lower crossbeam; This standard width of a room in an old-style house curtain wall panel is fixed on this upper and lower crossbeam and column.
Further, described entablature and sill are in series by crossbeam lock pin by some segment unit crossbeams.
Further, described column lock pin is stepped, has the first vertical plate, the second plate; Described upper and lower crossbeam surface is provided with the first slot and the second slot, pegs graft for this first plate and the second plate; This second plate is fixedly connected with by fixture with described upper and lower crossbeam outer wall.
Further, described element type curtain wall system, also comprises interlayer curtain wall plate, is located between construction level.
Further, described interlayer curtain wall plate is stone plate or glass plate, is fixed on described upper and lower crossbeam by briquetting.
Or described interlayer curtain wall plate is aluminum veneer, be fixed on described upper and lower crossbeam by secondary joist.
Further, described upper and lower connector is connected between construction level by the first corner brace, the second corner brace respectively; Can relative vertical displacement between between this first corner brace and this construction level, between this second corner brace and this upper and lower connector; Can relative lateral displacement between this first corner brace and this second corner brace.
Further, between between described the first corner brace and described construction level, between described the second corner brace and described upper and lower connector, between described the first corner brace and described the second corner brace, be all connected by an adjustment structure and can relative displacement, this adjustment structure comprises and regulates slotted eye and be located at the adjusting bolt in this adjusting slotted eye.
The invention has the beneficial effects as follows:
1, high precision design. Conventional components formula curtain wall is that every root post is all connected with agent structure, tie point is many, deviation is large, horizontal linear degree is poor, easily cause horizontal serpentine effect, and crossbeam of the present invention is elongated crossbeam, between multistage crossbeam, take the crossbeam lock pin that quality of fit is high to connect, can realize in theory horizontal zero deflection and connect.
2, design at a high speed. Conventional components formula curtain wall is that crossbeam all adopts bolt to be connected by corner brace with column, connector is many, error is large, speed is low, and the present invention cancels tying and connects on upper and lower crossbeam, take column lock pin, as long as column lock pin is installed at the construction field (site) on upper and lower crossbeam, column upper and lower side adopts the high-precision installation that coordinates with lock pin, and not only installation accuracy is high and speed is also improved largely.
3, the lower design of cost. conventional components formula curtain wall is that every root post is all identical with floor height height, and the general about 800mm of interfloor height left and right, the present invention cancels interlayer column, can reduce the sectional dimension that the stressed height of column reduces column, reduce keel consumption, conventional components formula curtain wall is that every root post is all connected with agent structure simultaneously, every root post all has tie point with agent structure and the design is by upper, sill is connected with agent structure, require need to built-in fitting to be set and not arranged one to one by embedded part and column by level according to Force Calculation, namely each horizontal lattice must arrange the requirement of built-in fitting, reduce the quantity of built-in fitting and connector, also reduce departmental cost, simultaneously, to processing, transport, all decreases to some degree of cost of installing.
4, absorbing agent structure deviation ability improves. Owing to being designed with the fixing notch matching with upper and lower connector on upper and lower crossbeam, can realize the slip adjustment in the elongated scope of crossbeam, absorbing the horizontal departure of built-in fitting in advance can significantly improve, and not only improves the utilization rate of built-in fitting, also can improve on-the-spot installation rate.
5, connector adjusting range strengthens. Adopt three-dimensional secondary adjustment structure at side bar position, suitably strengthened adjustment amount, in improving adaptation agent structure deviation ability, reduced installation difficulty, improved installation accuracy and efficiency.
Brief description of the drawings
Fig. 1 is the structural representation of existing element type curtain wall system.
Fig. 2 is the structural representation of element type curtain wall system of the present invention.
Fig. 3 is the upper and lower crossbeam of element type curtain wall system of the present invention and the schematic diagram that column is pegged graft.
Fig. 4 is the structural representation of the column lock pin of element type curtain wall system of the present invention.
Fig. 5 is the front view of the entablature of element type curtain wall system of the present invention.
Fig. 6 is the side view of the entablature of element type curtain wall system of the present invention.
Fig. 7 is the scheme of installation of element type curtain wall system of the present invention.
Fig. 8 is the schematic diagram of the adjustment structure of element type curtain wall system of the present invention.
Detailed description of the invention
Describe the specific embodiment of the present invention in detail below in conjunction with accompanying drawing and preferred embodiment.
As shown in Fig. 2, Fig. 3, Fig. 7, the invention provides a kind of new type of component formula curtain wall system, it comprises upper connector 1, lower connector 2 and is located at the element type curtain wall plate 3 between this upper and lower connector. This upper connector 1, lower connector 2 are fixedly arranged on respectively the top and bottom of the building standard width of a room in an old-style house, i.e. lower end between construction level and upper end. This element type curtain wall plate comprises entablature 31, sill 32, some columns 33 and standard width of a room in an old-style house curtain wall panel 34. This upper and lower crossbeam is respectively equipped with the fixing notch 4 corresponding with this upper and lower connector, inserts for this upper and lower connector. These column 33 inside, two ends are provided with column lock pin 5, and this column lock pin is fixed on this upper and lower crossbeam.
Specifically, as shown in Figures 3 to 6, this column lock pin 5 is stepped, has vertical the first plate 51, the second plate 52. Corresponding, this upper and lower crossbeam surface is provided with the first slot 53 and the second slot 54, pegs graft for this first plate 51 and the second plate 52, and this second plate 52 is fixedly connected with by fixture with sill outer wall with described entablature. This standard width of a room in an old-style house curtain wall panel 34 is fixed on this upper and lower crossbeam 31,32 and column 33.
In conventional element type wall keel system, every root post is all connected with agent structure, connector is the twice of column quantity, element type curtain skeleton system of the present invention, cancel interlayer column, upper and lower crossbeam adopts elongated fixing, few and can along continuous straight runs adjustment with the tie point of agent structure, as long as meet force request.
As shown in Figure 5, Figure 6, entablature 31 of the present invention and sill 32 are different from the existing segmented beam of being separated by column, are continuous beam, also can be in series by crossbeam lock pin 6 by some segment unit crossbeams.
In order to obtain good appearance effect, this element type curtain wall system, also comprises interlayer curtain wall plate 7, is located between construction level, for decorative architecture interlayer. Wherein, this interlayer curtain wall plate 7 can be stone plate or glass plate without keel curtain wall construction, be fixed on this upper and lower crossbeam by briquetting 71, it is prior art, repeats no more. Or this interlayer curtain wall plate 7 is aluminum veneer etc. keel curtain wall construction, is fixed on this upper and lower crossbeam by secondary joist.
As shown in Figure 8, for the ease of installation and debugging, this upper and lower connector is connected between construction level by the first corner brace 8, the second corner brace 9 respectively. Between between this first corner brace 8 and this construction level, can relative vertical displacement between this second corner brace 9 and this upper and lower connector 1,2. Can relative lateral displacement between this first corner brace 8 and this second corner brace 9. Specifically, realize by adjustment structure, this adjustment structure comprises adjusting slotted eye 10 and is located at the adjusting bolt 11 in this adjusting slotted eye 10. Between between this first corner brace 8 and this construction level, between this second corner brace 9 and this upper and lower connector 1,2, between this first corner brace 8 and this second corner brace 9, be all connected by this adjustment structure and can relative displacement.
Element type curtain wall system of the present invention when mounted, normal mounting order is: upper and lower installation of embedded parts, lower connector are installed and adjusted, sill is installed, corresponding multiple columns are installed, entablature is installed, upper connector is installed and adjusted, crossbeam is installed between column, completes the keel system of integrated member formula curtain wall. Specifically, first built-in fitting and the upper and lower connector for fixing upper and lower crossbeam are installed on construction working face. The installation accuracy of upper and lower connector requires low than the connector of traditional element type curtain wall, just have relatively high expectations in vertical direction, in the horizontal direction not requirement. Upper and lower connector can be adjusted with the horizontal level of actual built-in fitting, is not subject to the restriction of horizontal lattice location. Then the sill that installs column lock pin is arranged on lower connector, corresponding column is installed on sill. By corresponding the entablature that the installs column lock pin column upper end of inserting, in fixing notch corresponding to entablature, install connector again, between column, (bolt connection) installs standard width of a room in an old-style house crossbeam in the usual way, complete so the whole keel in a crossbeam, between upper and lower crossbeam, adopt lock pin to connect, can complete in this order the keel system of view picture curtain wall.
Interlayer curtain wall is according to different panel-form, can adopt without keel system and have keel system, directly panel to be fixed to without keel system, on sill, panel is taked double-side fastening, as being stone panel between this instance layer, it should be the rock wool 12 that insulation is first installed, again the stone panel processing is fixed to mounted on, on sill, then interlayer is sealed to the work of repairing up and down, then carry out the installation of component curtain wall plate, identical with the mounting means of conventional element type curtain wall panel, all seams between last outdoor panel are carried out the work of injection silicone sealant, it is finally cleaning. having keel system is first interlayer secondary joist (cross section is less) and interlayer curtain wall plate to be formed to assembly in processing factory, at the construction field (site) the two ends up and down of secondary joist and upper and lower crossbeam is connected and fixed, and panel takes four limits to fix, as aluminum veneer. the installation of the construction of interlayer concealed work, standard width of a room in an old-style house curtain wall panel is identical with conventional curtain wall, no longer describes in detail. after all erecting of panels complete, carry out injection silicone sealant at the seam crossing of panel and seal, working procedure is substantially identical with element type curtain wall with technique.
Element type curtain wall system of the present invention is changed into upper and lower crossbeam by the mode that traditional column is connected with agent structure, crossbeam is connected with column and is connected with agent structure at interlayer, column is connected with upper and lower crossbeam, between standard width of a room in an old-style house column, crossbeam connected mode remains unchanged, cancel column at interlayer, interlayer curtain wall plate is directly connected with upper and lower crossbeam or adopts time column to be connected with upper and lower crossbeam again with curtain wall plate composition assembly, it has following feature: the first, cancel interlayer column, strut length is shortened to standard width of a room in an old-style house height; The second, column is connected with agent structure and changes into upper and lower crossbeam and be connected with agent structure; 3, between column and crossbeam, be connected and change into cooperation socket connection by bolt, corner brace; 4, upper and lower crossbeam adopts without length restriction, between crossbeam, connects by crossbeam lock pin. Thereby the present invention has all advantages of element type curtain wall system, and reduce difficulty of construction, improved speed of application and installation accuracy, reduced cost, promoted adaptation main body deviation ability.
The above, be only preferred embodiment of the present invention, not structure of the present invention done to any pro forma restriction. Any simple modification, equivalent variations and modification that every foundation technical spirit of the present invention is done above embodiment, all still belong in the scope of technical scheme of the present invention.