CN207003638U - A kind of frame and panel construction system - Google Patents

Abstract

The utility model discloses a kind of frame and panel construction system, including frame column, Vierendeel girder and prefabricated panel, frame column is hinged with Vierendeel girder, prefabricated panel has the ability for bearing vertical load and lateral resisting, vertical and horizontal arrangement of the prefabricated panel along frame and panel construction, at least one piece of prefabricated panel being longitudinally arranged is connected with the prefabricated panel of at least one piece lateral arrangement, and frame column and/or Vierendeel girder are formed with prefabricated panel and be reliably connected.The technical program uses pure dry method connected mode, Vierendeel girder and frame column are hinged by dry type, prefabricated panel is connected with framework dry type, its construction can be continuously uninterrupted, considerably increase speed of application, shorten construction period, vertical load and the prefabricated panel of lateral resisting ability can be born by being introduced in frame structure, form frame and panel construction system, because the horizontal anti-side rigidity of above-mentioned prefabricated panel is big, horizontal seismic force is undertaken by prefabricated panel, and frame structure undertakes vertical load, makes the stable sexual satisfaction requirement that building is overall.

Description

A kind of frame and panel construction system

Technical field

The utility model belongs to building engineering field, more particularly to a kind of frame and panel construction system.

Background technology

Main fabric structure system is frame system and shear wall system in the prior art, for frame structure, mesh Before, common similar frame structure system has 2 kinds, and a kind of is traditional cast-in-place form, and one kind uses assembled, fabricated pre- Structure beam-column use processed is first opened or post-tensioned pre-stressed technology, floor use prestressing force superimposed sheet or prestressed cored slab, wallboard Structural system is formed using wall under cladding panel or beam.For above-mentioned frame structure system, the cast-in-place form of tradition wastes big The human and material resources of amount, material power, and cause substantial amounts of building waste, construction period is longer, and not environmentally.Using fabricated pre- Pre-stressed concrete frame structure system processed, component is bigger, such as Side fascia, to realize Side fascia heat preservation decoration integrative, produces work Sequence is more, and transport is more difficult, and final assembly technique difficulty is larger, is connected between frame column using grout sleeve, and pillar is with beam using existing Pour or prestressing force connects, making, transport, installation cost are higher, moreover, existing frame structure center pillar and basis, beam column constant pitch Point is rigid connection connection, and the building such as post with basis, post and beam by cast-in-place connection, constructing for every layer needs to wait concrete to reach Intensity could carry out next layer construction, its construction period is relatively long, reduce assembling frame structure must build flexibility and Speed of application.

In summary, need badly a kind of construction of offer can continuously the uninterrupted and cycle it is short, while meet construction requirement, The structural system for low layer assembled architecture of strength performance and shockproof requirements.

Utility model content

The purpose of this utility model be to provide a kind of construction can continuously the uninterrupted and cycle it is short, while meet construction It is required that, strength performance and shockproof requirements be used for low layer assembled architecture frame and panel construction system.

Above-mentioned purpose is to be achieved through the following technical solutions：A kind of frame and panel construction system, including frame column, Vierendeel girder And prefabricated panel, the frame column are hinged with Vierendeel girder, the prefabricated panel has the ability for bearing vertical load and lateral resisting, Vertical and horizontal arrangement of the prefabricated panel along frame and panel construction, at least one piece of prefabricated panel being longitudinally arranged and at least one The prefabricated panel of block lateral arrangement is connected, and the frame column and/or Vierendeel girder are formed with prefabricated panel and be reliably connected.This technology side Frame and panel construction system in case, using pure dry method connected mode, Vierendeel girder and frame column are hinged by dry type, prefabricated panel It is connected with framework dry type, it is constructed can be continuously uninterrupted, considerably increases speed of application, shortens construction period.Assembling During, the mode of traditional frame wall filled with masonry is different from, described prefabricated panel assembles together with framework, specific assembling process Install successively from the bottom to top.In existing building regulations, it is desirable to which strong ties, strong node are answered in building structure, weak component, are primarily referred to as The bearing capacity of node should be higher than that connecting elements, that is, require the connecting node of component and component being made very firm, in geological process Under, it is first to destroy component when structure is destroyed, it is rear destroying node, so the beam column section in prior art middle frame structure Point is rigid connection, such as cast-in-place etc.The technical program uses the framework of pure dry method, and the mode of being articulated and connected used by beam column connects The building system for connecing composition is unstable system, and globality and stability can not meet the requirement of antidetonation, and the utility model is in frame Vertical load and the prefabricated panel of lateral resisting ability can be born by being introduced in frame structure, form frame and panel construction system, framework knot Structure passes through the power transmission between Vierendeel girder and prefabricated panel, because the horizontal anti-side rigidity of above-mentioned prefabricated panel is big, horizontal seismic force Undertaken by prefabricated panel, frame structure only undertakes vertical load, makes the stable sexual satisfaction requirement that building is overall.

The prefabricated panel that the above-mentioned specific set-up mode of prefabricated panel is set in length and breadth undertake respectively X to seismic force and Y-direction Seismic force, two-way Lateral Resistant System is formed, the anti-seismic performance of frame and panel construction system is more preferable, orthogonal prefabricated panel phase Mutually support, allows the outer stress performance of plane of wallboard is more preferable, and the rigidity of prefabricated panel and anti-twisting property obtain in two-way Lateral Resistant System Reinforcement is arrived.

It will be appreciated by those skilled in the art that prefabricated panel herein mainly strengthens frame structure, therefore considering to pass through In the case of Ji property, under conditions of construction standards requirement is met, it may be that in the suitable position of frame and panel construction system A number of above-mentioned prefabricated panel is set.

Certainly, to ensure the stability of building system, this structure is only limitted to infrastructure, such as low layer villa, preferably floor height No more than 3 layers.Above-mentioned prefabricated panel locally arranges that preferably may be arranged at will not remove partition wall, such as exterior wall in frame structure. Other need to form large bay, and the place of no prefabricated panel uses traditional frame structure, and the later stage is gone along with sb. to guard him using filling wall Or cut-off.

Further, the prefabricated panel is uniformly and symmetrically distributed in the frame and panel construction system, the framework wallboard The longitudinally disposed Side fascia of structural system is made up of described prefabricated panel, and the lateral symmetry of frame and panel construction system is set It is equipped with prefabricated panel.In this way, can more play the horizontal lateral resistant ability of prefabricated panel, ensure that structure is not produced integrally under geological process Raw eccentric or torsion, the anti-seismic performance of frame and panel construction system are more preferable.Meanwhile prefabricated panel is as Side fascia service condition Under, the characteristics of not interfering with frame structure space flexibility.It is preferred that the prefabricated panel of the lateral symmetry setting is also exterior wall Plate, it is connected respectively with longitudinally disposed Side fascia.

When being connected with each other between prefabricated panel, the two can use and be connected by connector dry type.Connector anchoring difference The first built-in fitting and the second built-in fitting being anchored in prefabricated panel, first built-in fitting and the second built-in fitting are connected by bolt Connect.

Further, an at least side at least one piece prefabricated panel and frame column closely splicing and by connector with Frame column is connected, and the top of the prefabricated panel is closely spliced with Vierendeel girder and is connected by connector with Vierendeel girder.

It is preferred that the two side ends of the prefabricated panel are closely spliced with frame column and are connected by connector with frame column, The Vierendeel girder of the prefabricated panel upper end forms concealed beam.In this way, prefabricated panel and the frame column and Vierendeel girder on its periphery form Wall with frame, increase the rigidity and anti-twisting property of total.

Further, the top of at least one piece prefabricated panel is closely spliced with Vierendeel girder and passes through connector and frame column Beam is connected, and packing space is reserved between the two side ends and frame column of the prefabricated panel.

Further, the frame and panel construction system is double-decker, and the prefabricated panel top on upper strata and bottom pass through Connector is connected with Vierendeel girder.In this way, prefabricated panel and the component bonding strength in frame structure are more preferable, can more ensure to build Overall stability.

Further, the connector include the first built-in fitting for being anchored in prefabricated panel and be anchored at frame column and/ Or the second built-in fitting in Vierendeel girder, first built-in fitting and the second built-in fitting are bolted.In this way, prefabricated panel with Vierendeel girder is connected reliably with frame column, and the conduction of power, is greatly improved simultaneously between favourable frame column and Vierendeel girder and prefabricated panel Field erected efficiency, improves construction speed.

Further, the prefabricated panel offers gathering hole at the first built-in fitting of setting.The setting of gathering hole is easy to pacify The first built-in fitting and the second built-in fitting are bolted during dress.It is preferred that first built-in fitting is including connecting plate and admittedly The anchoring supporting leg being scheduled on connecting plate.

Further, slurry is filled with the gathering hole.It is arranged such, on the one hand can solves caused by reservation operations mouth Unsightly problem, on the other hand, after the slurry in gathering hole solidifies, fixing bolt can be played a part of, avoid using year Limit long or external force under the influence of bolt looseness.Now filling paste has no effect on construction speed, is carried out again without waiting for slurry hardening The installation of next prefabricated component node.

Further, second built-in fitting includes connecting plate and the anchoring supporting leg being arranged on connecting plate, the connection Plate offers jack hole.It is arranged such, anchor force of second built-in fitting in frame column and Vierendeel girder can be effectively increased, improved The structural strength that first built-in fitting is connected with prefabricated panel.

Certainly, it will be appreciated by those skilled in the art that the first built-in fitting and the second built-in fitting can with interchange structure and position, The position that gathering hole opens up should also be as being changed according to installation needs.

Further, the connecting plate is fixedly connected with the lengthening nut being used cooperatively with the bolt, the lengthening nut An end closure, the other end is fixedly connected on connecting plate and opens up medial surface at jack hole, the built-in fitting of bolt connection first Lengthened afterwards through jack hole insertion is described in nut.It is arranged such, it is only necessary to set in prefabricated panel and opened at the first built-in fitting If gathering hole, the lengthening nut of an end closure uses as sleeve, when assembled, it is only necessary to which gathering hole is opened up at the first built-in fitting will Lengthened after the built-in fitting of bolt connection first through jack hole insertion is described in nut, then tighten and connection can be achieved, behaviour Make easy.

It should be noted that medial surface described herein refers to the side of the connecting plate into frame column or Vierendeel girder.

Further, the connecting plate is fixedly connected with the nut being used cooperatively with the bolt, and one end of the nut is consolidated Surely it is connected to connecting plate and opens up medial surface at jack hole, the other end is socketed with sleeve.It is preferred that the nut is matched somebody with somebody with sleeve interference Close.

Further, second built-in fitting is branch sleeve, and the branch sleeve offers to be used cooperatively with the bolt Internal thread, the openend of the branch sleeve and frame column be outer or Vierendeel girder outside connect, the built-in fitting of bolt connection first After insert in the branch sleeve.In this way, adding prefabricated component is coupled tension ability, be advantageous to the conduction of power between prefabricated component, Meet the construction quality and technical performance of building.

It is preferred that the branch sleeve is provided with anchoring supporting leg, the anchoring supporting leg is connected with branch sleeve square crossing.Such as This is set, and can be effectively increased anchor force of the branch sleeve in frame column and precast plate girder, substantially increase the resistance to of branch sleeve Drawing ability, branch sleeve axially and radially moving in Vierendeel girder or frame column under external force can be effectively prevented, such as When branch sleeve and the first built-in fitting are fastenedly connected by swivel bolt.

Further, an at least wallboard face at least one piece prefabricated panel is provided with projection, and the top surface of the projection is less than The top surface of the prefabricated panel, the top of the projection, which is provided with, wears fitting, and the Vierendeel girder is provided with patchhole, and the Vierendeel girder is taken The top of the projection is connected on, the fitting of wearing stretches into described insert in the hole.The setting of projection, mounting process, framework can be simplified Beam can be directly lifted on the projection being arranged on prefabricated panel, will not break wallboard, and the space of installation is also larger.Projection can be with Size setting is carried out according to the load of Vierendeel girder, in the absence of local crushing of concrete problem.Said structure greatly improves scene The efficiency of installation, improves construction speed.Above-mentioned connected mode can not only realize being reliably connected for prefabricated panel and Vierendeel girder, together When can operative constraint Vierendeel girder end, it is ensured that beam-ends destroys under geological process smaller not to be destroyed even.

Further, the bottom surface of the projection is concordant with the bottom surface of the prefabricated panel.So, after the completion of assembly, projection The vertical load of Vierendeel girder is primarily subjected to, mitigates the vertical load that prefabricated panel agent structure is born.

Further, the projection is molded with the prefabricated panel one-piece casting.It is arranged such, projection is one with prefabricated panel Body structure, after prefabricated panel is connected by projection with Vierendeel girder, globality is more preferable, is advantageous to projection by coming from of bearing and frame The load set a roof beam in place passes to prefabricated panel.

Further, truss tendons skeleton is provided with the prefabricated panel, stirrup, the truss muscles and bones are provided with inside the projection Frame is fixedly connected with the stirrup.

Further, breach at least is provided with the top of one piece of prefabricated panel, also is provided with wearing fitting, at least one in the breach One end of Vierendeel girder described in root is embedded in the breach and is connected with prefabricated panel, and the Vierendeel girder is embedded in the breach One end be provided with patchhole described in wear fitting insertion described in insert in the hole.

Further, at least side of the frame column is provided with bracket, and the Vierendeel girder is overlapped on the bracket, the frame One end being overlapped on the bracket of setting a roof beam in place is provided with patchhole, and the bracket is provided with and wears fitting, and described fitting one end of wearing is anchored at In the bracket, inserted in the hole described in other end insertion.The fitting of wearing on bracket and on bracket is overlapped on by Vierendeel girder to insert Frame column is formed effective dry type with Vierendeel girder and is connected by the mode for entering the patchhole in Vierendeel girder, in assembling process, works as frame After trestle is stood well, it is only necessary in the hoisting process of Vierendeel girder by the lapping ends of Vierendeel girder on the bracket being arranged on frame column While to wear fitting and insert inserting in the hole in the Vierendeel girder, said structure be advantageous to frame column and Vierendeel girder it Between power conduction, while greatly improve field erected efficiency, improve construction speed.Fitting insertion Vierendeel girder is worn on bracket In the mode of patchhole can not only realize being reliably connected for frame column and Vierendeel girder, while can operative constraint Vierendeel girder end Portion, it is ensured that beam-ends destroys under geological process smaller not to be destroyed even.

Further, described insert in the hole is perfused with grouting material.It is connected in this way, fitting can will be worn by grouting material with Vierendeel girder It is integral, and then increase bracket or projection or the globality of prefabricated panel and Vierendeel girder, connection is more reliable, and the grouting material is excellent Elect mortar as.Above-mentioned grouting way is only to play certain fastening effect, and needed not wait for solidification after carry out again it is next Installation operation, therefore have no effect on assembling speed.

Certainly, also grouting material can not be perfused with inserting in the hole, now, be preferably provided with the top of the Vierendeel girder recessed Mouthful, the patchhole is connected with the recess, and the fitting of wearing is stretched into the recess through the patchhole, in the recess Provided with fastener, the fastener is connected with the fitting of wearing.It should be noted that when recess is circular, its diameter should More than the size of the patchhole.It is preferred that it is screw rod to wear fitting, fastener is nut, in this way, constructing operation is more easy.

In addition, frame column and Vierendeel girder can also use other articulated manners, such as it is provided with the frame column at least one pre- Box out, at least one end of the Vierendeel girder is embedded with the first attachment means, and first attachment means pass through bolt with frame column Connection, the bolt are connected through the preformed hole with first attachment means.

For another example, the second attachment means are embedded with the frame column, second attachment means are including end plate and extremely A few sleeve pipe being fixedly connected with the end plate, described sleeve pipe connect the relative the first side wall of the frame column and the second side Wall, bracket at least is provided with the first side wall of the frame column, the end plate is anchored at the second sidewall of the frame column, institute State bracket and be provided with gathering hole and connecting hole, described sleeve pipe is connected by screw bolts with the bracket, one end overlap joint of the Vierendeel girder On the bracket.

Or be to be provided with bracket at least side of the frame column, the Vierendeel girder is overlapped on the bracket, institute The bottom for stating one end that Vierendeel girder is overlapped on the bracket is provided with buckling groove, the size of the buckling groove and the chi of the bracket Very little to match, the bracket is embedded in the buckling groove.

It should be noted that beam-column hinged mode can be any connected mode that can meet building requirements.

Further, the Vierendeel girder is provided with breach close to the bottom of one end of frame column, and the bracket is located at the breach It is interior.It is arranged such, it is ensured that make the not exposed bottom to Vierendeel girder of bracket, i.e., bracket now is hidden in the interior formation of Vierendeel girder secretly Bracket, be so advantageous to later stage decoration, do not affect the appearance.

Further, the stitching portion of the bracket and Vierendeel girder, which is provided with, sits pulp layer or cushion.It is arranged such, it is on the one hand favourable In the leveling of Vierendeel girder, certain cushioning effect on the other hand is played in Vierendeel girder dropping place, avoids Vierendeel girder dropping place process pair Component causes to damage, while in the case where setting seat pulp layer, can increase the caking property of bracket and Vierendeel girder Mosaic face, improve two The globality of person.

Further, the bracket top is provided with bearing plate.It is arranged such, the firm of bracket and Vierendeel girder stitching section can be increased Degree, the load performance of bracket is on the one hand improved, on the other hand can further avoid damaging bracket during Vierendeel girder dropping place.Institute Stating bearing plate can be rearmounted in assembling process, also can be pre-buried in the prefabrication process of prefabricated component and bracket.

Further, the bracket and frame column one-piece casting are molded, and the frame column is provided with girder rib, inside the bracket Provided with stirrup, the girder rib is fixedly connected with the stirrup.It is arranged such, bracket is structure as a whole with frame column, works as framework After post is connected by bracket with Vierendeel girder, globality is more preferable, and being advantageous to bracket will bear from the load transmission with Vierendeel girder To frame column.

Further, the fitting of wearing is anchor bar, and the anchor bar is tapered, Y shape or T-shaped.In this way, can be significantly Improve connection and wear the anchor force of fitting anchored end, the anti-pulling ability for wearing fitting can be effectively improved, can increase run into earthquake or The stability of the utility model structure in the case of other strong destructive power.

Further, locating part can be provided with the patchhole, the fitting of wearing is extend into the locating part.So set Put, described to wear after fitting is arranged in the locating part, plug connector can be accurately positioned, meanwhile, richness can be reserved with locating part Remaining width so that wearing fitting can only swing in scope of design, can so play a part of energy-dissipating and shock-absorbing.

Further, the locating part is spacing board-like to wear fitting described in the locating part clamping.In this way, wear fitting and limit Position part, which is formed, to be reliably connected.

Further, covered at the top of the locating part with antirusting paint.In this way, year is avoided locating part and to wear fitting long afterwards Get rusty and cause the insecure of connecting node, improve the reliability of connecting node.

Further, the frame and panel construction system also includes basis and floor, and the prefabricated panel and the basis are logical Connector connection, the frame column and basic rigid connection or be hinged are crossed, Vierendeel girder or prefabricated panel are connected with the floor dry type.

Certain floor also can be cast-in-place or assembled in the form of laminated floor slab, and dry type described herein is connected relative to cast-in-place For technique of excuting a law, such as connected using connector, also can be by the way of above-mentioned joint bar anchoring.

Further, the prefabricated panel is multilayer wallboard, and bracket, the bracket are provided with the middle part of the plate face of the multilayer wallboard For connecting precast floor slab.It can use to be embedded with bracket and wear fitting, precast floor slab reserves the form joint bar anchoring of patchhole Realize the connection of the two.By prefabricated panel multilayer integral preform, bracket is set at floor height, to shelve precast floor slab, construction It is more easy, it is i.e. directly horizontal without upper and lower Side fascia to reduce the splicing of floor gap prefabricated panel, especially Side fascia Splicing seams, the seepage problem prevented.

Further, the frame and panel construction system also includes filled wall, and the filled wall and the frame column are tight Close splicing, the filled wall are spliced by polylith Ligh compound insulating board, the Ligh compound insulating board of the wall both sides It is connected with frame column by securing supports.In the installation process of filled wall, according to installation needs, fixed support device is used Ligh compound insulating board both ends to be fixed with frame column, filled wall is assembled using polylith prefabricated panel, prefabricated panel light weight, Dimension width is small, convenience in transport and installation, and large-scale transporting equipment and installation equipment are not needed in installation process；It can do simultaneously Mould generalization into wallboard manufacturing process, mass；The utility model simple installation, strengthen filled wall and framework knot The globality of other prefabricated components in structure.

Further, spliced between the Ligh compound insulating board by binding material.Pass through between Ligh compound insulating board Binding material splice, binding material setting on the one hand increase wall globality, on the other hand beneficial to prefabricated board dropping place when Leveling, while may also function as the effect of sealing Ligh compound insulating board Mosaic face；

Further, the securing supports include connecting plate, supporting plate and at least two pieces of floors, and the connecting plate is vertical with supporting plate to be connected Connect, the floor is fixedly connected with connecting plate, and the connecting plate is connected with the frame column, and the both ends of the Ligh compound insulating board are taken It is connected on the supporting plate, the floor is used for Ligh compound insulating board described in build-in.In this way, during construction operation, will first can fix Support member is arranged on frame column, and when installing wall, the both ends of Ligh compound insulating board are overlapped on to be arranged on two relative respectively On the supporting plate of securing supports on the frame column of setting.It is preferred that the connecting plate is provided with mounting hole, the connecting plate passes through chemistry Bolt is connected with frame column.

Further, two pieces of floors are separately positioned on the both sides of the connecting plate, the bottom of the floor and the supporting plate It is fixedly connected, the floor forms accommodating neck with connecting plate, and the end base angle insertion of the prefabricated panel is housed in neck.Such as Securing supports, can be played booster action, increase the torsional rigidity of securing supports, prefabricated panel is embedding the setting of floor by this Enter in the accommodating neck that floor is formed with connecting plate, certain positioning and position-limiting action are played to prefabricated board, on the one hand can be effective The displacement of wall is limited, wall on the other hand can be improved in out-of-plane antidumping moment of flexure, improve its shock resistance.

Further, one end of described supporting plate is connected with connecting plate, and the other end is provided with insertion plate, described to insert described in plate insertion In Ligh compound insulating board.It is in this way, further spacing to Ligh compound insulating board progress by inserting plate.

Further, the Ligh compound insulating board is concatenated by presstressed reinforcing steel and forms entirety.First passing through presstressed reinforcing steel will be light Matter composite insulation boards splicing it is integral, then tensioning fasten, strengthen wall and globality.

Further, the wall is formed by Ligh compound insulating board is horizontally-spliced, and the Ligh compound insulating board is provided with horizontal stroke Wear muscle hole to insertion, the presstressed reinforcing steel wear connect it is described wear muscle hole, be provided with the Ligh compound insulating board of the wall both sides Presstressed reinforcing steel anchorage, the presstressed reinforcing steel is anchored in wall by the presstressed reinforcing steel anchorage.

Brief description of the drawings

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

Fig. 1 is the structural representation of the frame and panel construction system involved by a kind of embodiment of the utility model

Fig. 2 in Fig. 1 involved frame and panel construction system floor plan；

Fig. 3 is the floor plan of the frame and panel construction system involved by the utility model another embodiment；

Fig. 4 is the floor plan of contrast system；

Fig. 5~8 are respectively the attachment structure of the prefabricated panel and framework involved by a kind of embodiment of the utility model Front section view；

Fig. 9 and Figure 10 is respectively the connection status figure of a kind of embodiment frame column of the utility model and prefabricated panel；

Figure 11 is the structural representation of the first built-in fitting involved by a kind of embodiment of the utility model；

Figure 12 is the structural representation of the first built-in fitting involved by a kind of embodiment of the utility model；

Figure 13~18 are respectively the front section view of the bean column node involved by the utility model another embodiment；

Figure 19 is the structural representation of the second attachment means involved in Figure 16；

Figure 20 is the sectional view in bean column node A-A faces involved in Figure 17；

Figure 21 is the end view of Vierendeel girder involved in Figure 17；

Figure 22 is the sectional view in bean column node A-A faces involved in Figure 18；

Figure 23 is the structural representation of the nested arrangement involved by a kind of embodiment of the utility model；

Figure 24 is the structural representation of the shell body involved by a kind of embodiment of the utility model；

Figure 25 is the structural representation of the insert involved by a kind of embodiment of the utility model；

Figure 26 is the prefabricated panel and Prefabricated beam connection structure schematic diagram involved by a kind of embodiment of the utility model；

Figure 27 is the structural representation of the prefabricated panel involved by a kind of embodiment of the utility model；

Figure 28 is that the prefabricated panel involved by the utility model another embodiment is illustrated with Prefabricated beam connection structure Figure；.

Figure 29 is the mounting structure schematic diagram of the filled wall involved by a kind of embodiment of the utility model；

Figure 30 and Figure 31 is respectively the structural representation of the securing supports involved by a kind of embodiment of the utility model；

Figure 32 is the mounting structure schematic diagram of the filled wall involved by the utility model another embodiment.

In figure：

The connector of 1 frame column, 2 Vierendeel girder, 3 prefabricated panel 4

The bolt of 5 first 6 second built-in fitting of built-in fitting, 7 gathering hole 8

The nut of 9 connecting plates 10 anchoring supporting leg, 11 jack hole 12

13 sleeves 14 lengthen the patchhole of 15 bracket of nut 16

17 wear the fastener of 18 grouting material of fitting, 19 recess 20

The end plate of 21 preformed hole, 22 first 23 second attachment means of attachment means 24

The buckling groove of 25 sleeve pipe, 26 the first side wall, 27 second sidewall 28

The stopper slot of 29 nested arrangement, 30 shell body, 31 insert 32

The breach 36 of 33 position-limitting pin, 34 spacing hole 35 sits pulp layer

The securing supports of 37 packing space, 38 projection, 39 Ligh compound insulating board 40

The floor 44 of 41 connecting plate, 42 supporting plate 43 houses neck

The presstressed reinforcing steel anchorage of 45 47 presstressed reinforcing steel of insertion 46 mounting hole of plate 48

49 bases

Embodiment

The utility model is described in detail below in conjunction with the accompanying drawings, the description of this part be only it is exemplary and explanatory, There should not be any restriction effect to the scope of protection of the utility model.In addition, those skilled in the art's retouching according to this document State, respective combination can be carried out to the feature in embodiment in this document and in different embodiments.

The utility model embodiment is as follows, reference picture 1~3, a kind of frame and panel construction system, including frame column 1, framework Beam 2 and prefabricated panel 3, the frame column 1 is be hinged with Vierendeel girder 2, and the prefabricated panel 3, which has, bears vertical load and lateral resisting Ability, the prefabricated panel 3 along frame and panel construction vertical and horizontal arrangement, at least one piece of prefabricated panel being longitudinally arranged 3 are connected with the prefabricated panel 3 of at least one piece lateral arrangement, and the frame column 1 and/or Vierendeel girder 2 are formed reliably with prefabricated panel 3 Connection.Frame and panel construction system in the technical program, using pure dry method connected mode, Vierendeel girder 2 and frame column 1 pass through dry Formula is hinged, and prefabricated panel 3 is connected with framework dry type, and it is constructed can be continuously uninterrupted, considerably increases speed of application, shortens Construction period.During assembling, the mode of traditional frame wall filled with masonry is different from, described prefabricated panel 3 is together with framework Assembling, specific assembling process are installed successively from the bottom to top.In existing building regulations, it is desirable to which strong ties, Qiang Jie are answered in building structure Point, weak component, the bearing capacity for being primarily referred to as node should be higher than that connecting elements, that is, require the connecting node of component and component being made It is very firm, it is first to destroy component when structure is destroyed under geological process, it is rear destroying node, so prior art center Bean column node in frame structure is rigid connection, such as cast-in-place etc.The technical program uses the framework of pure dry method, is used by beam column The building system that connects and composes of the mode of being articulated and connected be unstable system, what globality and stability can not meet antidetonation will Ask, the utility model introduces the prefabricated panel 3 that can bear vertical load and lateral resisting ability in frame structure, forms framed wall Harden structure system, frame structure is by the power transmission between Vierendeel girder 2 and prefabricated panel 3, because the level of above-mentioned prefabricated panel 3 resists Side rigidity is big, and horizontal seismic force is undertaken by prefabricated panel 3, and frame structure only undertakes vertical load, makes the overall stability of building Meet to require.

The prefabricated panel 3 that above-mentioned 3 specific set-up mode of prefabricated panel is set in length and breadth undertake respectively X to seismic force and Y To seismic force, two-way Lateral Resistant System is formed, the anti-seismic performance of frame and panel construction system is more preferable, orthogonal prefabricated panel 3 mutually supports, make the outer stress performance of plane of wallboard more preferable, the rigidity of prefabricated panel 3 and antitorque energy in two-way Lateral Resistant System Power is strengthened.

It will be appreciated by those skilled in the art that prefabricated panel 3 herein mainly strengthens frame structure, therefore considering to pass through In the case of Ji property, under conditions of construction standards requirement is met, it may be that in the suitable position of frame and panel construction system A number of above-mentioned prefabricated panel 3 is set.

Certainly, to ensure the stability of building system, this structure is only limitted to infrastructure, such as low layer villa, preferably floor height No more than 3 layers.Above-mentioned prefabricated panel 3 locally arranges that preferably may be arranged at will not remove partition wall, such as exterior wall in frame structure Deng.Other need to form large bay, and the place of no prefabricated panel 3 uses traditional frame structure, and the later stage is carried out using filling wall Go along with sb. to guard him or separate.

To verify the feasibility of the technical program, finite element analysis is carried out to embodiment in detail below, with the room of 3 floors Room, the geological process in 8 degree of areas that provide fortification against earthquakes are calculated, and show that each specific embodiment builds the floor under geological process Displacement, and be compared.

The first embodiment：Using frame structure, frame column 1 is be hinged with Vierendeel girder 2, all frame columns 1 and basis 49 It is be hinged；Second of embodiment：Using frame structure, frame column 1 is be hinged with Vierendeel girder 2, frame column 1 and the basis in four corners 49 rigid connections, other frame columns 1 are be hinged with basis 49；The third embodiment：Using frame structure, frame column 1 is cut with scissors with Vierendeel girder 2 Connect, all frame columns 1 and basic 49 rigid connections；The building floor plan of mode is as shown in Figure 4 in above-mentioned 3；

4th kind of embodiment：The frame and panel construction system in the technical program is used in frame structure, wherein, frame Trestle 1 is be hinged with basis 49, and frame column 1 is be hinged with Vierendeel girder 2, and Vierendeel girder 2 is be hinged with prefabricated panel 3, specifically builds object plane Layout drawing is as shown in Figure 2.

In Fig. 2~4, the square of filling is frame column 1, and heavy line is prefabricated panel 3, and doublet is beam.Concrete analysis knot Fruit is as shown in the table：

Wherein, angle of displacement is floor displacement/floor height, can embody the deformation size of structure, and the more big then deformation of angle of displacement is big, The rigidity of structure is small.As can be known from the above table, when using frame column 1, be hinged while frame column 1 is hinged with Vierendeel girder 2 with basis 49, The technical program is feasible using being not only, while is also necessary.

On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 1~3, the prefabricated panel 3 is in institute State and be uniformly and symmetrically distributed in frame and panel construction system, the longitudinally disposed Side fascia of the frame and panel construction system is by described Prefabricated panel 3 is formed, and the lateral symmetry of the frame and panel construction system is provided with prefabricated panel 3.In this way, it can more play prefabricated The horizontal lateral resistant ability of wallboard 3, ensure that structure is not produced integrally eccentric under geological process or reversed, frame and panel construction system Anti-seismic performance it is more preferable.Meanwhile prefabricated panel 3 does not interfere with frame structure space flexibility as under Side fascia service condition The characteristics of.It is preferred that such as Fig. 1 and Fig. 2, the prefabricated panel 3 of the lateral symmetry setting is also Side fascia, respectively with it is longitudinally disposed Side fascia is connected.

On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 5, at least one piece of prefabricated panel 3 An at least side and frame column 1 closely splice and be connected by connector 4 with frame column 1, the top of the prefabricated panel 3 and Vierendeel girder 2 closely splices and is connected by connector 4 with Vierendeel girder 2.

On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 6, the two side ends of the prefabricated panel 3 Closely splice with frame column 1 and be connected by connector 4 with frame column 1, the Vierendeel girder 2 of the upper end of prefabricated panel 3 is formed Concealed beam.In this way, prefabricated panel 3 and the frame column 1 and Vierendeel girder 2 on its periphery form the wall with frame, whole knot is increased The rigidity and anti-twisting property of structure.

On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 7, at least one piece of prefabricated panel 3 Top and Vierendeel girder 2 closely splice and be connected by connector 4 with the beam of frame column 1, the two side ends and frame of the prefabricated panel 3 Packing space 37 is reserved between trestle 1.

On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 5, the frame and panel construction system For double-decker, the top of prefabricated panel 3 on upper strata and bottom are connected by connector 4 with Vierendeel girder 2.In this way, prefabricated panel 3 It is more preferable with the component bonding strength in frame structure, it can more ensure the overall stability of building.

On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 9 and Figure 10, the connector 4 includes The first built-in fitting 5 being anchored in prefabricated panel 3 and the second built-in fitting 6 being anchored in frame column 1 and/or Vierendeel girder 2, institute State the first built-in fitting 5 and the second built-in fitting 6 is connected by bolt 8.In this way, prefabricated panel 3 is connected with Vierendeel girder 2 and frame column 1 Reliably, between favourable frame column 1 and Vierendeel girder 2 and prefabricated panel 3 power conduction, while greatly improve field erected efficiency, Improve construction speed.

On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 9 and Figure 10, the prefabricated panel 3 exists Set and offer gathering hole 7 at the first built-in fitting 5.The setting of gathering hole 7 is pre- by the connection first of bolt 8 during being easily installed The built-in fitting 6 of embedded part 5 and second.It is preferred that such as Figure 11, first built-in fitting 5 includes connecting plate 9 and is fixed on connecting plate 9 Anchor supporting leg 10.

On the basis of above-described embodiment, in another embodiment of the utility model, slurry is filled with the gathering hole 7.Such as This is set, and on the one hand can solve caused by reservation operations mouth 7 unsightly problem, on the other hand, when the slurry in gathering hole 7 coagulates Gu after, fixing bolt 8 can be played a part of, avoiding service life, bolt 8 loosens long or under the influence of external force.Now filling paste Construction speed is had no effect on, carries out the installation of next prefabricated component node again without waiting for slurry hardening.

On the basis of above-described embodiment, in another embodiment of the utility model, such as Figure 12, second built-in fitting 6 includes Connecting plate 9 and the anchoring supporting leg 10 being arranged on connecting plate 9, the connecting plate 9 offer jack hole 11.It is arranged such, can Anchor force of second built-in fitting 6 in frame column 1 and Vierendeel girder 2 is effectively increased, improves the first built-in fitting 5 and prefabricated panel 3 The structural strength of connection.

Certainly, it will be appreciated by those skilled in the art that the first built-in fitting 5 and the second built-in fitting 6 can be with interchange structures and position Put, the position that gathering hole 7 opens up should also be as being changed according to installation needs.

On the basis of above-described embodiment, in another embodiment of the utility model, such as Figure 10, the connecting plate 9 is fixedly connected There are the lengthening nut 14 being used cooperatively with the bolt 8, the end closure for lengthening nut 14, the other end is fixedly connected on company Fishplate bar 9 opens up the medial surface at jack hole 11, and the bolt 8 passes through the jack hole 11 insertion institute after connecting the first built-in fitting 5 State and lengthen in nut 14.It is arranged such, it is only necessary to set in prefabricated panel 3 and open up gathering hole 7, an end closure at first built-in fitting 5 Lengthening nut 14 use as sleeve 13, when assembled, it is only necessary to gathering hole 7 is opened up at the first built-in fitting 5 bolt 8 is connected into the Inserted after one built-in fitting 5 through the jack hole 11 in the lengthening nut 14, then tighten and connection can be achieved, operation letter Just.

It should be noted that medial surface described herein refers to the side of the connecting plate 9 into frame column 1 or Vierendeel girder 2.

On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 9, the connecting plate 9 is fixedly connected with The nut 12 being used cooperatively with the bolt 8, one end of the nut 12 are fixedly connected on connecting plate 9 and opened up at jack hole 11 Medial surface, the other end are socketed with sleeve 13.It is preferred that the nut 12 is interference fitted with sleeve 13.

On the basis of above-described embodiment, in another embodiment of the utility model, second built-in fitting 6 is branch sleeve, The branch sleeve offers the internal thread being used cooperatively with the bolt 8, the openend of the branch sleeve with outside frame column 1 Or connected outside Vierendeel girder 2, the bolt 8 is inserted in the branch sleeve after connecting the first built-in fitting 5.In this way, add prefabricated Part is coupled tension ability, is advantageous to the conduction of power between prefabricated component, meets the construction quality and technical performance of building.

On the basis of above-described embodiment, in another embodiment of the utility model, the branch sleeve is provided with anchoring supporting leg 10, the anchoring supporting leg 10 is connected with branch sleeve square crossing.It is arranged such, branch sleeve can be effectively increased in frame column 1 With the anchor force of precast plate girder, the resistance to drawing ability of branch sleeve is substantially increased, can effectively prevent from connecting under external force Female connector cylinder axially and radially moving in Vierendeel girder 2 or frame column 1, if swivel bolt 8 is by branch sleeve and the first built-in fitting 5 When being fastenedly connected.

On the basis of above-described embodiment, in another embodiment of the utility model, such as Figure 26, at least one piece of prefabricated panel A 3 at least wallboard face is provided with projection 38, and the top surface of the projection 38 is less than the top surface of the prefabricated panel 3, the projection 38 Top be provided with wear fitting 17, the Vierendeel girder 2 is provided with patchhole 16, and the Vierendeel girder 2 is overlapped on the top of the projection 38, The fitting 17 of wearing is stretched into the patchhole 16.The setting of projection 38, can simplify mounting process, and Vierendeel girder 2 can be lifted directly Onto the projection 38 being arranged on prefabricated panel 3, wallboard will not be broken, the space of installation is also larger.Projection 38 can be according to frame 2 load of setting a roof beam in place carries out size setting, in the absence of local crushing of concrete problem.Said structure greatly improves field erected Efficiency, improve construction speed.Above-mentioned connected mode can not only realize being reliably connected for prefabricated panel 3 and Vierendeel girder 2, while can The end of operative constraint Vierendeel girder 2, it is ensured that beam-ends destroys under geological process smaller not to be destroyed even.

On the basis of above-described embodiment, in another embodiment of the utility model, such as Figure 26, the bottom surface of the projection 38 and institute The bottom surface for stating prefabricated panel 3 is concordant.So, after the completion of assembly, projection 38 is primarily subjected to the vertical load of Vierendeel girder 2, mitigates The vertical load that the agent structure of prefabricated panel 3 is born.

On the basis of above-described embodiment, in another embodiment of the utility model, such as Figure 26, the projection 38 with it is described prefabricated The one-piece casting of wallboard 3 is molded.It is arranged such, projection 38 is structure as a whole with prefabricated panel 3, when prefabricated panel 3 passes through projection 38 After being connected with Vierendeel girder 2, globality is more preferable, be advantageous to projection 38 will bear to pass to from the load with Vierendeel girder 2 it is prefabricated Wallboard 3.

On the basis of above-described embodiment, in another embodiment of the utility model, truss muscles and bones is provided with the prefabricated panel 3 Frame, the inside of projection 38 are provided with stirrup, and the truss tendons skeleton is fixedly connected with the stirrup.

On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 8, at least one piece of prefabricated panel 3 Top is provided with breach 35, also is provided with wearing fitting 17 in the breach 35, described in one end insertion of the Vierendeel girder 2 at least described in one It is connected in breach 35 and with prefabricated panel 3, one end that the Vierendeel girder 2 is embedded in the breach 35 is provided with patchhole 16, institute State and wear fitting 17 and insert in the patchhole 16.

On the basis of above-described embodiment, in another embodiment of the utility model, such as Figure 13, at least the one of the frame column 1 Side is provided with bracket 15, and the Vierendeel girder 2 is overlapped on the bracket 15, and the Vierendeel girder 2 is overlapped on one on the bracket 15 End is provided with patchhole 16, and the bracket 15 is provided with and wears fitting 17, and described one end of fitting 17 of wearing is anchored in the bracket 15, another End is inserted in the patchhole 16.The fitting 17 of wearing on bracket 15 and on bracket 15 is overlapped on by Vierendeel girder 2 and inserts framework Frame column 1 is formed effective dry type with Vierendeel girder 2 and is connected by the mode of the patchhole 16 in beam 2, in assembling process, works as framework After post 1 is stood well, it is only necessary to the bracket in the hoisting process of Vierendeel girder 2 by the lapping ends of Vierendeel girder 2 on frame column 1 is arranged on Cause that wearing fitting 17 inserts in the patchhole 16 in the Vierendeel girder 2 while on 15, said structure is advantageous to frame column 1 The conduction of power between Vierendeel girder 2, while field erected efficiency is greatly improved, improve construction speed.Wearing on bracket 15 The mode for the patchhole 16 that fitting 17 is inserted in Vierendeel girder 2 can not only realize being reliably connected for frame column 1 and Vierendeel girder 2, simultaneously Can operative constraint Vierendeel girder 2 end, it is ensured that beam-ends destroys under geological process smaller not to be destroyed even.

On the basis of above-described embodiment, in another embodiment of the utility model, such as Figure 13, it is perfused with the patchhole 16 Grouting material 18.It is connected with Vierendeel girder 2 integral in this way, fitting 17 can will be worn by grouting material 18, and then increases bracket 15 or convex The globality of post 38 or prefabricated panel 3 and Vierendeel girder 2, connection is more reliable, and the grouting material 18 is preferably mortar.Above-mentioned filling Slurry mode is only to play certain fastening effect, and carries out next installation operation again after having needed not wait for solidification, therefore not shadow Ring assembling speed.

Certainly, grouting material 18 can not be also perfused with patchhole 16, such as Figure 14, now, preferably in the Vierendeel girder 2 Top is provided with recess 19, and the patchhole 16 connects with the recess 19, and the fitting 17 of wearing stretches into through the patchhole 16 In the recess 19, fastener 20 is provided with the recess 19, the fastener 20 is connected with the fitting 17 of wearing.Need to illustrate , when recess 19 is circular, its diameter should be more than the size of the patchhole 16.It is preferred that it is screw rod to wear fitting 17, tightly Firmware 20 is nut 12, in this way, constructing operation is more easy.

In addition, frame column 1 and Vierendeel girder 2 can also use other articulated manners, such as Figure 15, such as it is provided with the frame column 1 At least one preformed hole 21, at least one end of the Vierendeel girder 2 are embedded with the first attachment means 22, first attachment means 22 It is connected with frame column 1 by bolt 8, the bolt 8 is connected through the preformed hole 21 with first attachment means 22.

For another example, such as Figure 16 and Figure 19, the second attachment means 23, the second connection dress are embedded with the frame column 1 Put 23 and connect the framework including end plate 24 and at least one sleeve pipe 25 being fixedly connected with the end plate 24, described sleeve pipe 25 The relative the first side wall 26 of post 1 and second sidewall 27, bracket 15 at least is provided with the first side wall 26 of the frame column 1, it is described End plate 24 is anchored at the second sidewall 27 of the frame column 1, and the bracket 15 is provided with gathering hole 7 and connecting hole, the sleeve 13 are connected with the bracket 15 using bolt 8, and one end of the Vierendeel girder 2 is overlapped on the bracket 15.

Such as Figure 17 and Figure 20~21, or it is to be provided with bracket 15, the Vierendeel girder at least side of the frame column 1 2 are overlapped on the bracket 15, and the bottom that the Vierendeel girder 2 is overlapped on one end on the bracket 15 is provided with buckling groove 28, institute The size and the size of the bracket 15 for stating buckling groove 28 match, and the bracket 15 is embedded in the buckling groove 28.

Such as Figure 18 and Figure 22~25, then nested arrangement 29, the nested arrangement are either embedded with the frame column 1 29 include shell body 30 and insert 31, and the insert 31 is embedded in the shell body 30 and is slidably connected with shell body 30, The insert 31 can be moved to the outside of the Vierendeel girder 2 along the inner chamber of shell body 30, and the Vierendeel girder 2 is overlapped on described embedding Enter on part 31.In the prefabrication process of frame column 1, nested arrangement 29 is embedded in frame column 1, in assembling process, lifting Frame column 1, after frame column 1 is stood well, insert 31 is drawn to the outside of Vierendeel girder 2 from shell body 30, then hoisting frame is set a roof beam in place 2 so that Vierendeel girder 2 is overlapped on the insert 31 and preferably formed with insert 31 and is reliably connected, above-mentioned bean column node Center trestle 1 forms effective dry type by nested arrangement 29 with Vierendeel girder 2 and is connected, wet-less operation, while in assembling process It is fast without cast-in-place concrete, cost savings, speed of application, short construction period.Frame column 1 is embedded in using nested arrangement 29 In be used for connection framework beam 2, insert 31 is embedded in shell body 30, without changing the shape of the mould of frame column 1, nor affected on Transport.

In actual mechanical process, such as Figure 22, when needing to be respectively provided with Vierendeel girder 2 in more sides of frame column 1, such as frame column 1 offside all sets the situation of prefabricated company, and insert 31 divides for two parts, can all be extend out to the both ends of shell body 30 respectively The outside of frame column 1 is used for connection framework post 1；When three side arrangement above Vierendeel girder 2 that need to be in frame column 1, can be set multiple Nested arrangement 29.

Such as Figure 24 and Figure 25, an at least madial wall for the shell body 30 is provided with stopper slot 32, and the insert 31 is set Limited location pin 33, the top of position-limitting pin 33 are embedded in the stopper slot 32.In this way, stopper slot 32 plays certain guiding Effect, while the cooperation of stopper slot 32 and position-limitting pin 33 can avoid completely disengaging shell body 30 during 31 sliding process of insert, Ability is more it will be appreciated by the skilled person that position-limiting action will can be played, the end of stopper slot 32 is unable to the end of case extension body 30.

The both ends open of the shell body 30, the stopper slot 32 extend along one end that shell body 30 is open to the other end, The end of the stopper slot 32 is provided with spacing hole 34, and the insert 31 is provided with accommodating hole, elastic component is provided with the accommodating hole, The position-limitting pin 33 is placed in accommodating hole and is connected with elastic component, and the top of the position-limitting pin 33 is caught in the spacing hole 34 In.In this way, during installation, when insert 31 is slided out into the outside of frame column 1, when sliding into the end of stopper slot 32, spacer pin The top of nail 33 is caught in spacing hole 34, plays position-limiting action, it is ensured that insert 31 can neither during the dropping place of Vierendeel girder 2 It can not be slipped into outside cunning because colliding into shell body 30.It should be appreciated that the depth of spacing hole 34 should be more than stopper slot 32 Depth.

The end of the stopper slot 32 is provided with neck, and the top card of the position-limitting pin 33 is accessed in the neck.In this way, During installation, when insert 31 is slided out into the outside of frame column 1, when sliding into the end of stopper slot 32, the top of position-limitting pin 33 It is caught in buckling groove 28, plays position-limiting action, it is ensured that insert 31 can neither be sliding to outside during the dropping place of Vierendeel girder 2 It can not be slipped into because colliding into shell body 30.

It should be noted that beam-column hinged mode can be any connected mode that can meet building requirements.

On the basis of above-described embodiment, in another embodiment of the utility model, such as Figure 13, the Vierendeel girder 2 is close to framework The bottom of one end of post 1 is provided with breach 35, and the bracket 15 is located in the breach 35.It is arranged such, it is ensured that make bracket 15 The not exposed bottom to Vierendeel girder 2, i.e., bracket 15 now is hidden in formation hidden bracket 15 in Vierendeel girder 2, after being so advantageous to Phase decorates, and does not affect the appearance.

On the basis of above-described embodiment, in another embodiment of the utility model, such as Figure 13, the bracket 15 and Vierendeel girder 2 Stitching portion be provided with and sit pulp layer 36 or cushion.It is arranged such, is on the one hand advantageous to the leveling of Vierendeel girder 2, on the other hand in frame Certain cushioning effect is played during 2 dropping place of setting a roof beam in place, avoids the dropping place process of Vierendeel girder 2 from causing to damage to component, while is sat setting In the case of pulp layer 36, the caking property of bracket 15 and the Mosaic face of Vierendeel girder 2 can be increased, improve the globality of the two.

On the basis of above-described embodiment, in another embodiment of the utility model, the top of bracket 15 is provided with bearing plate.Such as This is set, and can increase the rigidity of bracket 15 and the stitching section of Vierendeel girder 2, on the one hand improves the load performance of bracket 15, on the other hand It can further avoid damaging bracket 15 during 2 dropping place of Vierendeel girder.The bearing plate can be rearmounted in assembling process, also may be used It is pre-buried in the prefabrication process of prefabricated component and bracket 15.

On the basis of above-described embodiment, in another embodiment of the utility model, such as Figure 13, the bracket 15 and frame column 1 One-piece casting is molded, and the frame column 1 is provided with girder rib, and the inside of bracket 15 is provided with stirrup, the girder rib and the hoop Muscle is fixedly connected.It is arranged such, bracket 15 is structure as a whole with frame column 1, when frame column 1 passes through bracket 15 and the phase of Vierendeel girder 2 Lian Hou, globality is more preferable, is advantageous to bracket 15 and passes to frame column 1 from the load with Vierendeel girder 2 by what is born.

On the basis of above-described embodiment, in another embodiment of the utility model, the fitting 17 of wearing is anchor bar, described Anchor bar is tapered, Y shape or T-shaped.In this way, the anchor force that the anchored end of fitting 17 is worn in connection can be increased substantially, can effectively carry Height wears the anti-pulling ability of fitting 17, can increase the utility model structure in the case where running into earthquake or other strong destructive power Stability.

On the basis of above-described embodiment, in another embodiment of the utility model, locating part can be provided with the patchhole 16, The fitting 17 of wearing is extend into the locating part.It is arranged such, described to wear after fitting 17 is arranged in the locating part, grafting Part can be accurately positioned, meanwhile, ship clearance can be reserved with locating part so that wearing fitting 17 can only put in scope of design It is dynamic, it can so play a part of energy-dissipating and shock-absorbing.

On the basis of above-described embodiment, in another embodiment of the utility model, the locating part is spacing board-like, the limit Fitting 17 is worn described in the part clamping of position.It is reliably connected in this way, wearing fitting 17 and being formed with locating part.

On the basis of above-described embodiment, in another embodiment of the utility model, entered at the top of the locating part with antirusting paint Row capping.In this way, avoiding year, locating part gets rusty with wearing fitting 17 and causes the insecure of connecting node long afterwards, improves connecting node Reliability.

On the basis of above-described embodiment, in another embodiment of the utility model, the frame and panel construction system also includes Basis 49 and floor, the prefabricated panel 3 are connected with described basic 49 by connector 4, the frame column 1 and basic 49 rigid connections Or it is be hinged, Vierendeel girder 2 or prefabricated panel 3 are connected with the floor dry type.

Certain floor also can be cast-in-place or assembled in the form of laminated floor slab, and dry type described herein is connected relative to cast-in-place For technique of excuting a law, such as connected using connector 4, also can be by the way of above-mentioned joint bar anchoring.

On the basis of above-described embodiment, in another embodiment of the utility model, such as Figure 27 and Figure 28, the prefabricated panel 3 For multilayer wallboard, the plate face middle part of the multilayer wallboard is provided with bracket 15, and the bracket 15 is used to connect precast floor slab.It can use It is embedded with bracket 15 and wears fitting 17, the connection of the two is realized in the form joint bar anchoring that precast floor slab reserves patchhole 16.Will The multilayer integral preform of prefabricated panel 3, bracket 15 is set at floor height, to shelve precast floor slab, construction is more easy, reduces The splicing of floor gap prefabricated panel 3, especially Side fascia without the direct horizontally-spliced seam of upper and lower Side fascia, prevent Seepage problem.It is preferred that an at least side for the multilayer wallboard is provided with the bracket 15 for connection framework beam 2.

On the basis of above-described embodiment, in another embodiment of the utility model, such as Figure 29, the frame and panel construction system Also include filled wall, the filled wall closely splices with the frame column 1, and the filled wall is by the compound guarantor of polylith lightweight Warm plate 39 is spliced, and the Ligh compound insulating board 39 of the wall both sides is connected with frame column 1 by securing supports 40.Fill out Fill in the installation process of wall, according to installation needs, using fixed support device by the both ends of Ligh compound insulating board 39 and framework Post 1 is fixed, and filled wall is assembled using polylith prefabricated panel 3, and the light weight of prefabricated panel 3, dimension width is small, convenience in transport and peace Fill, large-scale transporting equipment and installation equipment are not needed in installation process；The mould in wallboard manufacturing process can be accomplished simultaneously Generalization, mass；The utility model simple installation, strengthen the entirety of filled wall and other prefabricated components in frame structure Property.

On the basis of above-described embodiment, in another embodiment of the utility model, lead between the Ligh compound insulating board 39 Cross binding material splicing.Spliced between Ligh compound insulating board 39 by binding material, on the one hand the setting of binding material increases The globality of wall, on the other hand beneficial to prefabricated board dropping place when leveling, while may also function as sealing Ligh compound insulating board 39 The effect of Mosaic face；

On the basis of above-described embodiment, in another embodiment of the utility model, such as Figure 30 and Figure 31, the securing supports 40 include connecting plate 41, supporting plate 42 and at least two pieces of floors 43, the connecting plate 41 and the vertical connection of supporting plate 42, and the floor 43 is with connecting Plate 41 is fixedly connected, and the connecting plate 41 is connected with the frame column 1, and the both ends of the Ligh compound insulating board 39 are overlapped on described On supporting plate 42, the floor 43 is used for Ligh compound insulating board 39 described in build-in.In this way, during construction operation, can be first by fixed branch Support member 40 is arranged on frame column 1, when installing wall, the both ends of Ligh compound insulating board 39 is overlapped on respectively and are arranged on two-phase To on the supporting plate 42 of the securing supports 40 on the frame column 1 of setting.It is preferred that the connecting plate 41 is provided with mounting hole 46, it is described Connecting plate 41 is connected by chemical bolt 8 with frame column 1.

On the basis of above-described embodiment, in another embodiment of the utility model, such as Figure 30 and Figure 31, two pieces of floors 43 Be separately positioned on the both sides of the connecting plate 41, the bottom of the floor 43 is fixedly connected with the supporting plate 42, the floor 43 with Connecting plate 41 forms accommodating neck 44, and the end base angle insertion of the prefabricated panel 3 is housed in neck 44.In this way, floor 43 is set Put, can securing supports 40 be played with booster action, increase the torsional rigidity of securing supports 40, prefabricated panel 3 is embedded in floor In the 43 accommodating necks 44 formed with connecting plate 9, certain positioning and position-limiting action are played to prefabricated board, on the one hand can effectively be limited The displacement of wall processed, wall on the other hand can be improved in out-of-plane antidumping moment of flexure, improves its shock resistance.

On the basis of above-described embodiment, in another embodiment of the utility model, such as Figure 30, one end of described supporting plate 42 with Connecting plate 41 is connected, and the other end is provided with insertion plate 45, and the insertion plate 45 is inserted in the Ligh compound insulating board 39.It is in this way, logical Cross insertion plate 45 further Ligh compound insulating board 39 is carried out it is spacing.

On the basis of above-described embodiment, in another embodiment of the utility model, such as Figure 32, the Ligh compound insulating board 39 Concatenated by presstressed reinforcing steel 47 and form entirety.First pass through presstressed reinforcing steel 47 Ligh compound insulating board 39 is spliced it is integral, then Tensioning fasten, strengthen wall and globality.

On the basis of above-described embodiment, in another embodiment of the utility model, such as Figure 32, the wall is by the compound guarantor of lightweight Warm plate 39 is horizontally-spliced to be formed, and the Ligh compound insulating board 39 wears muscle hole provided with lateral direction penetrating, and the presstressed reinforcing steel 47 is worn Connect it is described wear muscle hole, be provided with presstressed reinforcing steel anchorage 48 in the Ligh compound insulating board 39 of the wall both sides, pre- answered by described The presstressed reinforcing steel 47 is anchored in wall by power muscle anchorage 48.

Described above is only preferred embodiment of the present utility model, it is noted that for the common skill of the art For art personnel, on the premise of the utility model principle is not departed from, some improvements and modifications can also be made, these improve and Retouching also should be regarded as the scope of protection of the utility model.

Claims (10)

1. A kind of 1. frame and panel construction system, it is characterised in that including frame column, Vierendeel girder and prefabricated panel, the frame column It is hinged with Vierendeel girder, the prefabricated panel has the ability of vertical load and lateral resisting of bearing, and the prefabricated panel is along framed wall The vertical and horizontal arrangement of harden structure, at least one piece of prefabricated panel being longitudinally arranged and the prefabricated panel of at least one piece lateral arrangement It is connected, the frame column and/or Vierendeel girder are formed with prefabricated panel and be reliably connected.
2. 2. frame and panel construction system according to claim 1, it is characterised in that the prefabricated panel is in the framed wall It is uniformly and symmetrically distributed in harden structure system, the longitudinally disposed Side fascia of the frame and panel construction system is by described prefabricated panel Form, the lateral symmetry of frame and panel construction system is provided with prefabricated panel.
3. 3. frame and panel construction system according to claim 2, it is characterised in that at least one piece of prefabricated panel is extremely A few side is closely spliced with frame column and is connected by connector with frame column, and the top of the prefabricated panel and Vierendeel girder are tight It is close to splice and be connected by connector with Vierendeel girder.
4. 4. frame and panel construction system according to claim 2, it is characterised in that the top of at least one piece prefabricated panel End is closely spliced with Vierendeel girder and is connected by connector with Vierendeel girder, pre- between the two side ends and frame column of the prefabricated panel Leave packing space.
5. 5. frame and panel construction system according to claim 2, it is characterised in that at least one piece of prefabricated panel is extremely A few wallboard face is provided with projection, and the top surface of the projection is less than the top surface of the prefabricated panel, and the top of the projection, which is provided with, wears Fitting, the Vierendeel girder are provided with patchhole, and the Vierendeel girder is overlapped on the top of the projection, and the fitting of wearing stretches into described insert Enter in hole.
6. 6. frame and panel construction system according to claim 2, it is characterised in that at least at the top of one piece of prefabricated panel Provided with breach, it also is provided with wearing fitting in the breach, at least one end of the Vierendeel girder described in one is embedded in the breach and led to The fitting of wearing is crossed to be connected with prefabricated panel.
7. 7. the frame and panel construction system according to claim 1~6 any one, it is characterised in that the frame column At least side is provided with bracket, and the Vierendeel girder is overlapped on the bracket, and the Vierendeel girder is overlapped on one end on the bracket Provided with patchhole, the bracket is provided with and wears fitting, and described fitting one end of wearing is anchored in the bracket, and other end insertion is described to insert Enter in hole.
8. 8. frame and panel construction system according to claim 7, it is characterised in that the frame and panel construction system is also wrapped Basis and floor are included, the prefabricated panel is connected with the basis by connector, the frame column and basic rigid connection or be hinged, Vierendeel girder or prefabricated panel are connected with the floor dry type.
9. 9. frame and panel construction system according to claim 8, it is characterised in that the prefabricated panel is multilayer wallboard, Bracket is provided with the middle part of the plate face of the multilayer wallboard, the bracket is used to connect precast floor slab.
10. 10. frame and panel construction system according to claim 8, it is characterised in that the frame and panel construction system is also Including filled wall, the filled wall closely splices with the frame column, and the filled wall is by polylith light composite heat-preserving Plate is spliced, and the Ligh compound insulating board of the wall both sides is connected with frame column by securing supports.