CN205976144U - Side fascia installation node - Google Patents

Abstract

The utility model belongs to the building structure field discloses a side fascia installation node, including last side fascia, lower side fascia and crossbeam, it includes heat preservation and structural layer with lower side fascia at least to go up the side fascia, side fascia installation node is still including being used for the fixed connecting piece of going up the side fascia, the connecting piece includes connecting plate and anchor assembly, connecting plate upper portion is provided with the locating part, anchor assembly is located the connecting plate lower part and links to each other with the connecting plate, the crossbeam upper end is equipped with cast -in -place layer, the anchor assembly anchor is in cast -in -place layer, the locating part is inserted in the side fascia by last side fascia bottom, it is equipped with the tongue -and -groove to go up outer thermal insulation wall layer bottom, outer thermal insulation wall layer top protrusion forms the tenon down, the tenon stretches into in the tongue -and -groove, the tenon surface is wrapped up in to cover there is the stereoplasm board. The utility model discloses construction convenience, water -proof effects is good, the node is firm, has improved assembly type structure's production efficiency and building quality.

Description

Node installed by a kind of Side fascia

Technical field

The utility model belongs to building structure field and in particular to node installed by a kind of Side fascia.

Background technology

In assembled architecture industry, Side fascia carries out factorial praluction by the way of prefabricated, then Assembling, thus Enable to standardize, and quality controllable, efficient quick.At present, in the installation process of Side fascia, generally there are two methods, one Planting is that wet extension connects, and is stretched into the in-situ layer on composite beam top by the connection reinforcing bar epimere being embedded in Side fascia, carries out cast-in-place mixed Solidifying soil is fixedly connected, and the mode of this simple use bar connecting built on the sand, and is also easy to produce by mistake in building concrete construction Difference, skew, the later stage installs and is not easy to revise；Another way adopt cladding connection, in Side fascia bury longer dowel or Steel plate connector, dowel or steel plate connector pass through angle steel and carry out rigidly connecting with another kind of built-in fitting being embedded in Vierendeel girder Connect, this mode is shorter relative to the duration, but install inconvenience, design when built-in fitting according to preset space length carry out pre-buried it is desirable to Design size is very accurate, is otherwise difficult to dock successfully, once not docking, not only taking work consuming, or even causing Side fascia no Method mounts, and causes to waste.

Meanwhile, during the assembled in situ of precast wall panel, water-proofing treatment to be carried out to its stitching portion, it is to avoid rainwater edge is outer The splicing seams of wallboard penetrate into indoor, if infiltration phenomenon is serious simultaneously, will cause that connecting portion is loose, Long-Time Service leads to prefabricated Effective bearing load ability of exterior wall declines, and brings great hidden dangers in project.The waterproof of traditional out-hung panel typically exists Seam crossing breaks marine glue, and the workload not only constructed is big, and marine glue occurring for a long time over time is aging, finally results in The generation of drainage, the water resistance of impact assembled architecture and construction quality.

In sum, need badly and develop a kind of easy construction, node installed by the Side fascia of good water-proof effect.

Utility model content

The purpose of this utility model is that node installed by the Side fascia providing a kind of easy construction, good water-proof effect.

Above-mentioned purpose is to be achieved through the following technical solutions：Node installed by a kind of Side fascia, including upper Side fascia, lower exterior wall Plate and crossbeam, described upper Side fascia and lower Side fascia at least include heat-insulation layer and structure sheaf, and described Side fascia is installed node and also wrapped Include the connector for fixing upper Side fascia, described connector includes connecting plate and anchoring piece, and described connecting plate top is provided with Locating part, described anchoring piece is located at connecting plate bottom and is connected with connecting plate, and described crossbeam upper end is provided with in-situ layer, described anchoring Part is anchored in in-situ layer, and described locating part is by the upper Side fascia of upper Side fascia bottom insertion；Described upper Side fascia heat-insulation layer bottom Portion is provided with tongue-and-groove, and described lower Side fascia heat-insulation layer top is protruded and formed tenon, and described tenon stretches in described tongue-and-groove, described tenon Surface has wrapped hard plate.In the assembling process of Side fascia, after lower Side fascia dropping place, lower Side fascia is protected by described hard plate The projection parcel of warm layer, certainly also can before Side fascia assembling just with hard plate by the projection of lower Side fascia heat-insulation layer Parcel, does not result in damage so in transportation yet.In work progress, before in-situ layer does not pour, by described anchoring Part is fixed on position to be poured, then casting concrete, and with the solidification of cast-in-place layer concrete, anchoring piece is fixedly connected on existing Pour in layer, with the dropping place of upper Side fascia, the projection of lower Side fascia heat-insulation layer, that is, tenon stretch in described tongue-and-groove, described Locating part inserts in described upper Side fascia, and such connector is played a supporting role to upper Side fascia, bears its fractional load.Assembled After the completion of, tenon now can effectively stop outdoor rain from leaking out to interior, there is provided reliable waterproof ensures；The utility model Lower Side fascia heat-insulation layer more thoroughly, is stretched into the portion envelops in described tongue-and-groove, good endurance, exterior wall by hot bridge cut-off using hard plate Plate docking during will not be damaged due to collision, simultaneously also will not damaged member, that is, will not externally the heat-insulation layer of wallboard with Architectural surface causes to damage.Described tongue-and-groove can be reserved during upper Side fascia is prefabricated or installation process in Open up, described tongue-and-groove is preferably provided at heat-insulation layer, only need in such assembling process for the heat-insulation layer of upper Side fascia bottom to dig up portion Divide and can form tongue-and-groove, simplify operational procedure, reduce difficulty of construction simultaneously.After the completion of assembling, in order to improve waterproof effect, can be The medial and lateral of the junction of upper Side fascia and lower Side fascia are respectively adopted and are blocked with marine glue or sealing strip.Above-mentioned waterproof Mode had both gone for frame system and had been equally applicable to shear wall system.

Further, described hard plate waterproof material preparation.It is arranged such, rainwater can be prevented to a certain extent along upper Side fascia Splicing seams and lower Side fascia between enter the heat-insulation layer of lower Side fascia, improve the effect of Side fascia waterproof further.

Further, described hard plate is corrosion resistant plate.Corrosion resistant plate has preferable water proofing property, and has stronger corrosion resistant Corrosion, i.e. good endurance, rigidity is moderate simultaneously, and in lifting, upper Side fascia and lower Side fascia collide and be not result in component And waterproof case itself damages, and itself cannot will not restore because collision deformation is excessive.

Further, described heat-insulation layer is XPS warming plate.XPS warming plate has high thermal resistance, low linear, spy that expansion ratio is low Point, the rate of closed hole of its structure has reached more than 99%, is to be same as building heat preservation preferred materials.

Further, described hard plate is U-shaped, and the both sides of described hard plate are inserted in described heat-insulation layer.It is arranged such, favorably Fixation in hard plate.

Further, described hard plate bends and downwards outside Side fascia away from the side of structure sheaf at lower Side fascia top Extend.Preferably, lateral wall the downward bending of lower Side fascia are extended to laterally, thus prevent rainwater flowing downwardly to along heat-insulation layer Lower section node bypasses the possibility that tenon gets in.

Further, described hard plate bends at lower Side fascia top near the side of structure sheaf and downwards inside Side fascia Extend.It is arranged such, increase the contact area of hard plate and the top of lower Side fascia, that hard plate is contacted with lower Side fascia Side provides certain support force, effectively prevents hoisting process tenon collision deformation excessive.

Further, described tongue-and-groove is arranged on heat-insulation layer, is provided with weather board in described tongue-and-groove, and described weather board side is anchored at In upper external wall panel structure layer, opposite side extends to the outside of described tenon.It should be appreciated that the outside of described tenon and Side fascia Outside consistent, that is, near outdoor side.Due to long neglected and in disrepair or other reasonses, for Side fascia system, rainwater The heat-insulation layer of lower Side fascia may be entered along the splicing seams between upper Side fascia and lower Side fascia, then along insulation sulfate layer flows downhill Dynamic, until flowing to the lower section node of above-mentioned node, then passing around tenon and getting in.And the utility model technique scheme Implementing, the rainwater in heat-insulation layer can be guided to the outside of lower section node tenon, so that rainwater is flowed out along splicing seams outdoor, thus keeping away Exempt from the generation of above-mentioned phenomenon.

Further, described weather board is sloped downwardly towards outside described Side fascia by structure sheaf.It is arranged such, be conducive to rain Water guides to tenon, prevents rainwater along weather board to indoor infiltration.

Further, described weather board is close to described upper Side fascia heat-insulation layer bottom.So, one it is convenient to setting of weather board Put, on the other hand avoid weather board and tenon in the splicing of wallboard to collide.

Further, the madial wall of described upper Side fascia heat-insulation layer bottom is located at the outside of described tenon.It is arranged such, when having Rainwater enters the heat-insulation layer of lower Side fascia along the splicing seams between upper Side fascia and lower Side fascia, then along insulation sulfate layer flows downhill Dynamic, until flowing to the lower section node of above-mentioned node, because the madial wall of upper Side fascia heat-insulation layer bottom is located at the outer of described tenon Side, such rainwater will not bypass tenon and get in, and bypass tenon thus preventing rainwater and flowing downwardly to lower section node along heat-insulation layer The possibility getting in, improves the effect of Side fascia waterproof further.In order to reach more preferable waterproof effect, it is to avoid rainwater reaches Along structure sheaf to indoor infiltration behind heat-insulation layer bottom, preferably opening up drip in structure sheaf bottom, certainly, described drip Position on structure sheaf must be located at the outside of described tenon.

Further, it is embedded with the securing member for fixing described locating part in described upper Side fascia.Installation in Side fascia During, by connector, upper Side fascia is connected with the in-situ layer on crossbeam top, the pre-buried of securing member facilitates insertion into exterior wall Locating part in plate is formed with upper Side fascia and is reliably connected.

Further, described securing member is grout pipe, and described grout pipe connects bottom and the side wall of described cornice sheathing, described limit Position part is inserted in described grout pipe by upper Side fascia bottom, is perfused with slurry in described grout pipe.The process of Side fascia in lifting In make described locating part by upper Side fascia bottom insert described grout pipe in, then pour into slurry from the other end of grout pipe, So connector is played a supporting role to upper Side fascia, bears its fractional load.The utility model overcomes conventional outer wall plate peace The defect of dress mode, is not only connected firmly, and easy for installation.

Further, described securing member is to connect box, and the base plate of described connection box is provided with patchhole, and described locating part passes through institute Insert after stating patchhole in described connection box.Described locating part is made to be inserted by upper Side fascia bottom during Side fascia in lifting Enter in described connection box, such connector is played a supporting role to upper Side fascia, bears its fractional load.Pre-buried connection box is permissible Upper Side fascia local is strengthened, then in upper Side fascia dropping place, connecting portion will not break up because local stress is excessive Upper exterior wall board concrete, the base plate being simultaneously connected with box is contacted with connector, can meet the requirement of local compression.Should illustrate Be, in order that locating part be connected that box docking is convenient, described connect the size of patchhole that box plate opens up, location and shape can Set according to the concrete condition of installation process.

Further, described anchoring piece one end is connected with connecting plate, and the other end extends to the direction away from adjustable member, described anchor Firmware is parallel with connecting plate.In the past in order to increase anchor force in in-situ layer for the anchoring piece, therefore anchoring piece is arranged to and is connected The vertical mode of plate, as far as possible increase the extension elongation in in-situ layer for the anchoring piece, but due to being embedded with elongated muscle, hoop in in-situ layer The reinforcing bars such as muscle, reinforcing bar is closeer, more, situation that anchoring piece with embedded bar position fought often occurs, has a strong impact on installation Efficiency.Anchoring piece is arranged to the mode parallel with connecting plate by the utility model, and so, anchoring piece stretches to the position in in-situ layer Put not deep, anchoring piece and the reinforcement location in in-situ layer in installation process can be prevented effectively from and fight, that is, be not in anchoring Part avoids embedded bar and leads to not ensure the situation of connecting plate and the link position of cladding panel, increases efficiency of construction.Certainly, In order to increase anchor force, by way of welding, embedded bar can be connected with anchoring piece.

Further, the anchoring supporting leg that described anchoring piece is be arranged in parallel by two or more is constituted.Be arranged such, anchoring supporting leg it Between there is gap, anchoring piece can be avoided further to fight with embedded bar position.

Further, described connector also includes adjustable member, and described adjustable member is worn and connect described connecting plate can relative connecting plate Move in vertical direction.The fine setting of the height being provided for Side fascia of adjustable member, upper Side fascia is fixed on predetermined peace Holding position is so that the installation of Side fascia is more accurate, careful.

Further, described adjustable member includes the screw being opened on connecting plate and the screw rod using cooperatively with described screw, Described screw rod is worn and is connect described screw can be along the axial movement of described screw.It is arranged such, make screw rod edge by rotating screw rod The axial movement of described screw, screw tip is withstood Side fascia and then drives upper Side fascia to move, and upper Side fascia is moved extremely Predetermined installation site.

Further, described connecting plate offers through hole, and described adjustable member includes being fixedly connected on described connecting plate bottom surface to be opened Nut at hole and the screw rod using with described nut screw connection, described screw rod is worn and is connect described nut and through hole can be along described through hole Axial movement.It is arranged such, make screw rod along the axial movement of described through hole by rotating screw rod, screw tip is withstood outer Wallboard and then drive upper Side fascia movement, by mobile for upper Side fascia to predetermined installation site.

Further, described adjustable member also includes adjustable plate, and described adjustable plate is fixedly connected on described screw tip, described limit Position part is connected to the top of described adjustable plate.The setting of adjustable plate, mainly expands adjustable member contact with upper Side fascia bottom Area, is conducive to adjustable member to bear the load of Side fascia.Described locating part is connected to the top of described adjustable plate, so may be used By adjusting the position of adjustable member adjustable limit part, it is easily made to dock with grout pipe.

Further, described locating part and adjustable member axial offset are arranged.Axial offset setting described herein refers to spacing The axis of part and screw rod is not on the same line.It is arranged such, make locating part along screw rod on adjustable plate by rotating screw rod Axis rotate, so the position of locating part can be adjusted, be easy to docking of locating part and grout pipe, improve to install and imitate Rate, improves the serious forgiveness of Side fascia installation process.

Further, described connecting plate bottom surface is provided with protector, and described protector is enclosed in described screw rod and passes through described through hole One end.It is arranged such, can prevent concrete from eating extremely threaded rod first, lead to threaded rod cannot adjust, in addition, can also be square Just the fixation of whole Side fascia, most importantly, an end face of protector is close to in-situ layer, in in-situ layer concrete setting Afterwards, concrete can form the leaning support to protector end face, prevents connecting plate because bearing the deadweight of wallboard and flexural deformation.

Further, described grout pipe is bellows.It is arranged such, grout pipe can be effectively increased and pour into slurry in grout pipe Contact area, and then increase cohesive force therebetween.

Brief description

The accompanying drawing constituting a part of the present utility model is used for providing further understanding to of the present utility model, and this practicality is new The schematic description and description of type is used for explaining the utility model, does not constitute to improper restriction of the present utility model.

The sectional view of node installed by the Side fascia that Fig. 1～3 are respectively involved by a kind of embodiment of the utility model；

Fig. 4 is the partial enlarged drawing that node installed by involved Side fascia in Fig. 3；

Fig. 5 is the sectional view of the Side fascia installation node involved by the utility model another embodiment；

Fig. 6 is the partial enlarged drawing that node installed by involved Side fascia in Fig. 5；

Fig. 7 is involved connecting-piece structure schematic diagram in Fig. 1；

Fig. 8 is the front view of involved connector in 7；

Fig. 9 is the left view of involved connector in Fig. 7；

Figure 10 is the right view of involved connector in Fig. 7；

Figure 11 is the top view of involved connector in Fig. 7；

The structural representation of the connector involved by Figure 12 the utility model another embodiment.

In figure：

2 times Side fascias of Side fascia, 3 tenon 4 tongue-and-groove on 1

5 marine glue, 6 sealing strip, 7 hard plate 18 weather board

19 drip, 20 heat-insulation layer, 21 structure sheaf 22 locating part

23 anchoring piece, 24 connecting plate, 25 screw rod 26 nut

27 adjustable plate, 28 protector, 29 grout pipe 30 connects box

31 crossbeam 32 in-situ layer

Specific embodiment

Below in conjunction with the accompanying drawings the utility model is described in detail, the description of this part is only exemplary and explanatory, Should not there is any restriction effect to protection domain of the present utility model.Additionally, those skilled in the art's retouching according to presents State, respective combination can be carried out to the feature in embodiment in presents and in different embodiment.

The utility model embodiment is as follows, sees figures.1.and.2, and node installed by a kind of Side fascia, include going up Side fascia 1, under Side fascia 2 and crossbeam 31, described upper Side fascia 1 and lower Side fascia 2 at least include heat-insulation layer 20 and structure sheaf 21, described Side fascia Installation node also includes the connector for fixing upper Side fascia 1, and described connector includes connecting plate 24 and anchoring piece 23, described Connecting plate 24 top arranges finite place piece 22, and described anchoring piece 23 is located at connecting plate 24 bottom and is connected with connecting plate 24, described Crossbeam 31 upper end is provided with in-situ layer 32, and described anchoring piece 23 is anchored in in-situ layer 32, and described locating part 22 is by upper Side fascia 1 bottom In the upper Side fascia 1 of end insertion；Described upper Side fascia 1 heat-insulation layer 20 bottom is provided with tongue-and-groove 4, and described lower Side fascia 2 heat-insulation layer 20 pushes up Portion protrudes and forms tenon 3, and described tenon 3 stretches in described tongue-and-groove 4, and described tenon 3 surface has wrapped hard plate 7.In Side fascia Assembling process in, after lower Side fascia 2 dropping place, the projection of lower Side fascia 2 heat-insulation layer 20 is wrapped up by described hard plate 7, Certainly also just with hard plate 7, the projection of lower Side fascia 2 heat-insulation layer 20 can be wrapped up before Side fascia assembling, so in transport During do not result in damage yet.In work progress, before in-situ layer 32 does not pour, described anchoring piece 23 is fixed on to be poured The position built, then casting concrete, with the solidification of in-situ layer 32 concrete, anchoring piece 23 is fixedly connected on in-situ layer 32 In；With the dropping place of upper Side fascia 1, the projection of lower Side fascia 2 heat-insulation layer 20, that is, tenon 3 stretch in described tongue-and-groove 4, institute State locating part 22 and insert in described upper Side fascia 1, such connector is played a supporting role to upper Side fascia 1, bears its part lotus Carry.After the completion of assembly, tenon 3 now can effectively stop outdoor rain from leaking out to interior, there is provided reliable waterproof ensures；This Lower Side fascia 2 heat-insulation layer 20 more thoroughly, is stretched into the portion envelops in described tongue-and-groove 4 by the hot bridge cut-off of utility model using hard plate 7, Good endurance, Side fascia docking during will not be damaged due to collision, simultaneously also will not damaged member, that is, will not External Wall The heat-insulation layer 20 of plate and architectural surface cause to damage.Described tongue-and-groove 4 can be reserved during upper Side fascia 1 is prefabricated, Can be to open up in installation process, described tongue-and-groove 4 is preferably provided at heat-insulation layer 20, only need upper Side fascia in such assembling process The heat-insulation layer 20 of 1 bottom is dug up part and can be formed tongue-and-groove 4, simplifies operational procedure, reduces difficulty of construction simultaneously.Assembling completes Afterwards, in order to improve waterproof effect, can be respectively adopted and marine glue in the medial and lateral of upper Side fascia 1 and the junction of lower Side fascia 2 5 or sealing strip 6 blocked.

On the basis of above-described embodiment, in another embodiment of the utility model, described hard plate 7 waterproof material preparation. It is arranged such, can prevent rainwater from entering lower Side fascia 2 along the splicing seams between upper Side fascia 1 and lower Side fascia 2 to a certain extent Heat-insulation layer 20, further improve Side fascia waterproof effect.

On the basis of above-described embodiment, in another embodiment of the utility model, described hard plate 7 is corrosion resistant plate.No Rust steel plate has preferable water proofing property, and has stronger corrosion resistance, i.e. good endurance, and rigidity is moderate simultaneously, in lifting, Upper Side fascia 1 and lower Side fascia 2 collide and are not result in that component and waterproof case itself damage, and itself will not be due to touching Hit deformation excessive cannot restore.

On the basis of above-described embodiment, in another embodiment of the utility model, described heat-insulation layer 20 is XPS warming plate. XPS warming plate has the characteristics that high thermal resistance, low linear, expansion ratio are low, and the rate of closed hole of its structure has reached more than 99%, is to be same as Building heat preservation preferred materials.

On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 1, described hard plate 7 is U-shaped, institute The both sides stating hard plate 7 are inserted in described heat-insulation layer 20.It is arranged such, be conducive to the fixation of hard plate 7.

On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 2, described hard plate 7 is away from structure The side of layer 21 bends at lower Side fascia 2 top and Side fascia 2 outside extends downwards.Preferably, extend to lower exterior wall laterally The lateral wall of plate 2 downward bending, bypass tenon 3 and get in thus preventing rainwater and flowing downwardly to lower section node along heat-insulation layer 20 Possibility.

On the basis of above-described embodiment, in another embodiment of the utility model, described hard plate 7 is near structure sheaf 21 Side bends at lower Side fascia 2 top and Side fascia 2 inner side extends downwards.It is arranged such, increase hard plate 7 and lower Side fascia The contact area at 2 top, the side that hard plate 7 is contacted with lower Side fascia 2 provides certain support force, effectively prevents from lifting Process tenon 3 collision deformation is excessive.

On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 3 and Fig. 4, described tongue-and-groove 4 is arranged It is provided with weather board 18 in heat-insulation layer 20, described tongue-and-groove 4, described weather board 18 side is anchored in Side fascia 1 structure sheaf 21, Opposite side extends to the outside of described tenon 3.It should be appreciated that the described outside of tenon 3 is consistent with the outside of Side fascia, that is, lean on Closely outdoor side.Due to long neglected and in disrepair or other reasonses, for Side fascia system, rainwater may be along upper Side fascia 1 Splicing seams and lower Side fascia 2 between enter the heat-insulation layer 20 of lower Side fascia 2, then flow downward along heat-insulation layer 20, until stream To the lower section node of above-mentioned node, then pass around tenon 3 and get in.And the enforcement of the utility model technique scheme, can Rainwater in heat-insulation layer 20 being guided to the outside of lower section node tenon 3, so that rainwater is flowed out along splicing seams outdoor, thus avoiding State the generation of phenomenon.

On the basis of above-described embodiment, in another embodiment of the utility model, described weather board 18 is by structure sheaf 21 court It is sloped downwardly outside described Side fascia.It is arranged such, be conducive to guiding rainwater to tenon 3, prevent rainwater along weather board 18 to indoor infiltration.

On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 3 and Fig. 4, described weather board 18 is tight It is attached to described upper Side fascia 1 heat-insulation layer 20 bottom.So, one it is convenient to the setting of weather board 18, on the other hand avoid wallboard In splicing, weather board 18 and tenon 3 collide.

On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 5 and Fig. 6, described upper Side fascia 1 The madial wall of heat-insulation layer 20 bottom is located at the outside of described tenon 3.It is arranged such, when rain is along upper Side fascia 1 and lower exterior wall Splicing seams between plate 2 enter the heat-insulation layer 20 of lower Side fascia 2, then flow downward along heat-insulation layer 20, until flowing to above-mentioned section The lower section node of point, because the madial wall of upper Side fascia 1 heat-insulation layer 20 bottom is located at the outside of described tenon 3, such rainwater is not Tenon 3 can be bypassed get in, bypass what tenon 3 got in thus preventing rainwater and flowing downwardly to lower section node along heat-insulation layer 20 May, improve the effect of Side fascia waterproof further.In order to reach more preferable waterproof effect, it is to avoid rainwater reaches heat-insulation layer 20 bottom Along structure sheaf 21 to indoor infiltration behind portion, preferably opening up drip 19 in structure sheaf 21 bottom, certainly, described drip 19 Position on structure sheaf 21 must be located at the outside of described tenon 3.The madial wall of the bottom of heat-insulation layer 20 is located at described tenon 3 Outside, implementation can be by overall for heat-insulation layer 20 do thin, in addition can be only heat-insulation layer 20 bottom do thin, now, knot Structure layer 21 bottom is accordingly thickening.

On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 1 and Fig. 2, described upper Side fascia 1 Inside it is embedded with the securing member for fixing described locating part 22.In the installation process of Side fascia, by connector by upper exterior wall Plate 1 is connected with the in-situ layer 32 on crossbeam 31 top, and the pre-buried locating part 22 facilitating insertion in Side fascia 1 of securing member is outer with upper Wallboard 1 forms and is reliably connected.

On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 1 and Fig. 2, described securing member is to fill Slurry pipe 29, described grout pipe 29 connects bottom and the side wall of described cornice sheathing, and described locating part 22 is inserted by upper Side fascia 1 bottom In described grout pipe 29, in described grout pipe 29, it is perfused with slurry.Described locating part 22 is made during Side fascia 1 in lifting Inserted in described grout pipe 29 by upper Side fascia 1 bottom, then the other end from grout pipe 29 pours into slurry, such connector pair Upper Side fascia 1 is played a supporting role, and bears its fractional load.The utility model overcomes lacking of conventional outer wall plate mounting means Fall into, be not only connected firmly, and easy for installation.

On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 5 and Fig. 6, described securing member is even Connect box 30, the described base plate connecting box 30 is provided with patchhole, and described locating part 22 inserts described connection after passing through described patchhole In box 30.Described locating part 22 is made by upper Side fascia 1 bottom insertion described connection box 30 during Side fascia 1 in lifting In, such connector is played a supporting role to upper Side fascia 1, bears its fractional load.Pre-buried connection box 30 can be to upper exterior wall Plate 1 local is strengthened, then in upper Side fascia 1 dropping place, and connecting portion will not break up upper exterior wall because local stress is excessive Plate 1 concrete, the base plate being simultaneously connected with box 30 is contacted with connector, can meet the requirement of local compression.It should be noted that In order that locating part 22 docks convenient, the size of patchhole, position and shape that described connection box 30 base plate opens up with being connected box 30 Shape can set according to the concrete condition of installation process.

On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 7～9, described anchoring piece 23 one end It is connected with connecting plate 24, the other end extends to the direction away from adjustable member, described anchoring piece 23 is parallel with connecting plate 24.It was in the past Increase anchor force in in-situ layer 32 for the anchoring piece 23, therefore anchoring piece 23 is arranged to the mode vertical with connecting plate 24, to the greatest extent The increase anchoring piece 23 of amount is in the extension elongation of in-situ layer 32, but is embedded with the reinforcing bars such as elongated muscle, stirrup due in in-situ layer 32, Reinforcing bar is closeer, more, situation that anchoring piece 23 with embedded bar position fought often occurs, has a strong impact on installation effectiveness.This Anchoring piece 23 is arranged to the mode parallel with connecting plate 24 by utility model, and so, anchoring piece 23 stretches in in-situ layer 32 Position is not deep, can be prevented effectively from anchoring piece 23 and the reinforcement location in in-situ layer 32 in installation process and fight, will not go out Existing anchoring piece 23 avoids embedded bar and leads to not ensure the situation of connecting plate 24 and the link position of cladding panel, increases construction Efficiency.Certainly, in order to increase anchor force, by way of welding, embedded bar can be connected with anchoring piece 23.

On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 7, described anchoring piece 23 is by two The anchoring supporting leg more than be arrangeding in parallel is constituted.It is arranged such, there is gap between anchoring supporting leg, anchoring piece 23 can be avoided further Fight with embedded bar position.

On the basis of above-described embodiment, in another embodiment of the utility model, described connector also includes adjustable member, institute State adjustable member and wear and connect described connecting plate 24 and can move in vertical direction relative to connecting plate 24.Adjustable member be provided for exterior wall The fine setting of the height of plate 1, upper Side fascia 1 is fixed on predetermined installation site so that the installation of Side fascia is more accurate, thin Cause.

On the basis of above-described embodiment, in another embodiment of the utility model, described adjustable member includes being opened in connection Screw on plate 24 and the screw rod 25 using cooperatively with described screw, described screw rod 25 is worn and is connect described screw can be along described screw Axial movement.It is arranged such, make screw rod 25 along the axial movement of described screw by rotating screw rod 25, screw rod 25 top is pushed up Live in Side fascia 1 and then drive upper Side fascia 1 mobile, by mobile for upper Side fascia 1 to predetermined installation site.

On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 7～10, described connecting plate 24 is opened Be provided with through hole, described adjustable member include being fixedly connected on described connecting plate 24 bottom surface tapping nut 26 and with described nut 26 The screw rod 25 using cooperatively, described screw rod 25 is worn and is connect described nut 26 and through hole can be along the axial movement of described through hole.So Setting, by rotate screw rod 25 make screw rod 25 along the axial movement of described through hole, screw rod 25 top withstand Side fascia 1 and then In drive, Side fascia 1 is mobile, by mobile for upper Side fascia 1 to predetermined installation site.

On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 7～11, described adjustable member is also wrapped Include adjustable plate 27, described adjustable plate 27 is fixedly connected on described screw rod 25 top, described locating part 22 is connected to described adjustable plate 27 top.The setting of adjustable plate 27, mainly expands the contact area of adjustable member and upper Side fascia 1 bottom, is conducive to adjustable Part bears the load of Side fascia 1.Described locating part 22 is connected to the top of described adjustable plate 27, so can by regulation Adjust the position of part adjustable limit part 22, so that it is docked with grout pipe 29.

On the basis of above-described embodiment, in another embodiment of the utility model, such as Figure 12, described locating part 22 with adjustable Part axial offset is arranged.Axial offset setting described herein refers to locating part 22 and the axis of screw rod 25 not in same straight line On.It is arranged such, by rotating screw rod 25, the axis along screw rod 25 on adjustable plate 27 for the locating part 22 is rotated, so can be right The position of locating part 22 is adjusted, and is easy to docking of locating part 22 and grout pipe 29, improves installation effectiveness, improves Side fascia peace The serious forgiveness of dress process.

On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 7 and Fig. 8, described connecting plate 24 bottom Face is provided with protector 28, and described protector 28 is enclosed in one end that described screw rod 25 passes through described through hole.It is arranged such, first may be used To prevent concrete from eating extremely threaded rod, lead to threaded rod cannot adjust, in addition, the fixation of whole Side fascia can also be facilitated, For importantly, an end face of protector 28 is close to in-situ layer 32, after in-situ layer 32 concrete setting, concrete can be with shape The leaning support of protector 28 end face, prevents connecting plate 24 because bearing the deadweight of wallboard and flexural deformation in pairs.

On the basis of above-described embodiment, in another embodiment of the utility model, described grout pipe 29 is bellows.So Setting, the contact area that grout pipe 29 can be effectively increased with the slurry that pours into grout pipe in 29, and then increase bonding therebetween Power.

The above is only preferred embodiment of the present utility model it is noted that common skill for the art For art personnel, on the premise of without departing from the utility model principle, some improvements and modifications can also be made, these improve and Retouching also should be regarded as protection domain of the present utility model.

Claims (22)

1. node installed by a kind of Side fascia, and including upper Side fascia, lower Side fascia and crossbeam, described upper Side fascia and lower Side fascia are extremely Include heat-insulation layer and structure sheaf less it is characterised in that also including the connector for fixing upper Side fascia, described connector includes Connecting plate and anchoring piece, described connecting plate top arranges finite place piece, and described anchoring piece is located at connecting plate bottom and connecting plate It is connected, described crossbeam upper end is provided with in-situ layer, and described anchoring piece is anchored in in-situ layer, and described locating part is by upper Side fascia bottom In Side fascia in insertion；Described upper Side fascia heat-insulation layer bottom is provided with tongue-and-groove, and described lower Side fascia heat-insulation layer top is protruded and formed Tenon, described tenon stretches in described tongue-and-groove, and described tenon surface has wrapped hard plate.

2. Side fascia according to claim 1 installs node it is characterised in that prepared by described hard plate waterproof material.

3. Side fascia according to claim 2 installs node it is characterised in that described hard plate is corrosion resistant plate.

4. Side fascia according to claim 3 installs node it is characterised in that described heat-insulation layer is XPS warming plate.

5. the Side fascia according to Claims 1 to 4 any one installs node it is characterised in that described hard plate is in U Type, the both sides of described hard plate are inserted in described heat-insulation layer.

6. Side fascia according to Claims 1 to 4 any one node is installed it is characterised in that described hard plate away from The side of structure sheaf bends at lower Side fascia top and extends outside Side fascia downwards.

7. Side fascia according to claim 6 installs node it is characterised in that described hard plate is near the side of structure sheaf Extend inside bending downward Side fascia at lower Side fascia top.

8. Side fascia according to claim 7 installs node it is characterised in that described tongue-and-groove is arranged on heat-insulation layer, described It is provided with weather board, described weather board side is anchored in external wall panel structure layer, and opposite side extends to described tenon in tongue-and-groove Outside.

9. Side fascia according to claim 8 node is installed it is characterised in that described weather board by structure sheaf towards described outer Wallboard is sloped downwardly outward.

10. Side fascia according to claim 7 installs node it is characterised in that described upper Side fascia heat-insulation layer bottom Madial wall is located at the outside of described tenon.

11. Side fascias according to claim 1 nodes are installed it is characterised in that be embedded with described upper Side fascia for The securing member of fixing described locating part.

Node installed by 12. Side fascias according to claim 11 it is characterised in that described securing member is grout pipe, described Grout pipe connects bottom and the side wall of described upper Side fascia, and described locating part inserts in described grout pipe by upper Side fascia bottom, It is perfused with slurry in described grout pipe.

Node installed by 13. Side fascias according to claim 11 it is characterised in that described securing member is to connect box, described The base plate connecting box is provided with patchhole, and described locating part inserts after passing through described patchhole in described connection box.

14. Side fascias according to claim 12 or 13 node is installed it is characterised in that described anchoring piece one end be connected Plate is connected, and the other end extends to the direction away from adjustable member, and described anchoring piece is parallel with connecting plate.

15. Side fascias according to claim 14 install node it is characterised in that described anchoring piece is parallel by two or more The anchoring supporting leg of setting is constituted.

16. Side fascias according to claim 15 install node it is characterised in that described connector also includes adjustable member, Described adjustable member is worn and is connect described connecting plate and can move in vertical direction relative to connecting plate.

17. Side fascias according to claim 16 install node it is characterised in that described adjustable member includes being opened in connection Screw on plate and the screw rod using cooperatively with described screw, described screw rod is worn and is connect described screw can be along the axial direction of described screw Mobile.

18. Side fascias according to claim 16 install node it is characterised in that described connecting plate offers through hole, institute State adjustable member and include being fixedly connected on the nut of described connecting plate bottom surface tapping and the screw rod using with described nut screw connection, institute State screw rod and wear and connect described nut and through hole can be along the axial movement of described through hole.

19. Side fascias according to claim 18 install node it is characterised in that described adjustable member also includes adjustable plate, Described adjustable plate is fixedly connected on described screw tip, and described locating part is connected to the top of described adjustable plate.

Node installed by 20. Side fascias according to claim 19 it is characterised in that described locating part is wrong with adjustable member axis Position setting.

21. Side fascias according to claim 19 install node it is characterised in that described connecting plate bottom surface is provided with protection Part, described protector is enclosed in one end that described screw rod passes through described through hole.

Node installed by 22. Side fascias according to claim 12 it is characterised in that described grout pipe is bellows.