CN106894505A - A kind of frame and panel construction system - Google Patents
A kind of frame and panel construction system Download PDFInfo
- Publication number
- CN106894505A CN106894505A CN201710210369.9A CN201710210369A CN106894505A CN 106894505 A CN106894505 A CN 106894505A CN 201710210369 A CN201710210369 A CN 201710210369A CN 106894505 A CN106894505 A CN 106894505A
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- Prior art keywords
- frame
- prefabricated panel
- vierendeel girder
- panel
- frame column
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- 238000010276 construction Methods 0.000 title claims abstract description 73
- 150000001875 compounds Chemical class 0.000 claims description 33
- 238000003780 insertion Methods 0.000 claims description 15
- 230000037431 insertion Effects 0.000 claims description 15
- 238000012856 packing Methods 0.000 claims description 4
- 239000002131 composite material Substances 0.000 claims description 2
- 238000000034 method Methods 0.000 abstract description 35
- 230000005540 biological transmission Effects 0.000 abstract description 3
- 230000001568 sexual effect Effects 0.000 abstract description 3
- 230000008569 process Effects 0.000 description 27
- 239000000463 material Substances 0.000 description 17
- 238000004873 anchoring Methods 0.000 description 16
- 238000009434 installation Methods 0.000 description 16
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 14
- 230000000694 effects Effects 0.000 description 12
- 210000003195 fascia Anatomy 0.000 description 9
- 230000009471 action Effects 0.000 description 7
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- 239000002002 slurry Substances 0.000 description 6
- 235000010627 Phaseolus vulgaris Nutrition 0.000 description 5
- 244000046052 Phaseolus vulgaris Species 0.000 description 5
- 239000004567 concrete Substances 0.000 description 5
- 210000003205 muscle Anatomy 0.000 description 5
- 238000010586 diagram Methods 0.000 description 4
- 230000015572 biosynthetic process Effects 0.000 description 3
- 238000005266 casting Methods 0.000 description 3
- 230000008859 change Effects 0.000 description 3
- 230000006378 damage Effects 0.000 description 3
- 230000002349 favourable effect Effects 0.000 description 3
- 238000011900 installation process Methods 0.000 description 3
- 238000009417 prefabrication Methods 0.000 description 3
- 238000004458 analytical method Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 2
- 239000003795 chemical substances by application Substances 0.000 description 2
- 238000013461 design Methods 0.000 description 2
- 230000001066 destructive effect Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 239000004570 mortar (masonry) Substances 0.000 description 2
- 239000003973 paint Substances 0.000 description 2
- 238000005192 partition Methods 0.000 description 2
- 238000007789 sealing Methods 0.000 description 2
- 230000035939 shock Effects 0.000 description 2
- 238000007711 solidification Methods 0.000 description 2
- 230000008023 solidification Effects 0.000 description 2
- 238000005728 strengthening Methods 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- 210000000988 bone and bone Anatomy 0.000 description 1
- 238000005253 cladding Methods 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 239000011440 grout Substances 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 238000010297 mechanical methods and process Methods 0.000 description 1
- 230000005226 mechanical processes and functions Effects 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 238000004321 preservation Methods 0.000 description 1
- 239000011513 prestressed concrete Substances 0.000 description 1
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/58—Connections for building structures in general of bar-shaped building elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
- E04B2001/1993—Details of framework supporting structure, e.g. posts or walls
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/58—Connections for building structures in general of bar-shaped building elements
- E04B2001/5868—Hinged connections
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention discloses a kind of frame and panel construction system, including frame column, Vierendeel girder and prefabricated panel, the frame column is hinged with Vierendeel girder, and the prefabricated panel has the ability for bearing vertical load and lateral resisting, and the frame column and/or Vierendeel girder are formed with prefabricated panel and be reliably connected.Frame and panel construction system in the technical program, using 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, the present invention is introduced in frame structure can bear the prefabricated panel of vertical load and lateral resisting ability, constitute frame and panel construction system, frame structure is by 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 is undertaken by prefabricated panel, frame structure only undertakes vertical load, make the stable sexual satisfaction requirement that building is overall.
Description
Technical field
The invention belongs to building engineering field, more particularly to a kind of frame and panel construction system.
Background technology
Fabric structure system main in the prior art is frame system and shear wall system, 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, traditional cast-in-place form wastes big
The human and material resources of amount, material power, and cause substantial amounts of building waste, construction period is more long, and not environmentally.Using fabricated pre-
Pre-stressed concrete frame structure system processed, component, to realize Side fascia heat preservation decoration integrative, produces work than larger, such as Side fascia
Sequence is more, and transport is more difficult, and final assembly technique difficulty is larger, is connected using grout sleeve between frame column, and pillar is with beam using existing
Pour or prestressing force connection, make, transport, installation cost it is higher, and, existing frame structure center pillar with basis, beam column constant pitch
Point is rigid connection connection, and the building that such as post passes through cast-in-place connection with basis, post and beam, every layer of construction needs to wait concrete to reach
Intensity can just carry out next layer of construction, and its construction period is relatively long, reduce assembling frame structure must build flexibility and
Speed of application.
In sum, need badly a kind of construction of offer can continuous uninterrupted and cycle is short, while meet construction requirement,
The structural system for low layer assembled architecture of strength performance and shockproof requirements.
The content of the invention
It is an object of the invention to provide one kind construction can continuously uninterrupted and cycle is short, while meet construction will
Ask, strength performance and shockproof requirements 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 is hinged with Vierendeel girder, and the prefabricated panel has the energy for bearing vertical load and lateral resisting
Power, the frame column and/or Vierendeel girder are formed with prefabricated panel and are reliably connected.Frame and panel construction body in the technical program
System, using pure dry method connected mode, Vierendeel girder and frame column are hinged by dry type, and prefabricated panel is connected with framework dry type, and it is applied
Work can be continuously uninterrupted, considerably increases speed of application, shortens construction period.During assembling, it is different from traditional
The mode of frame wall filled with masonry, described prefabricated panel is assembled together with framework, and specific assembling process is installed successively from the bottom to top.It is existing
In some building regulations, it is desirable to which building structure answers strong ties, strong node, weak component, the bearing capacity for being primarily referred to as node should be higher than that
Connecting elements, that is, it is very firm to require to be made the connecting node of component and component, under geological process, when structure is destroyed,
Be first to destroy component, node destroyed afterwards, so the bean column node in prior art middle frame structure is rigid connection, such as it is cast-in-place it
Class.The technical program uses the framework of pure dry method, the building system that the mode of being articulated and connected used by beam column is connected and composed
It is unstable system, globality and stability cannot meet the requirement of antidetonation, and the present invention is introduced in frame structure can bear vertical
The prefabricated panel of load and lateral resisting ability, constitutes frame and panel construction system, and frame structure passes through Vierendeel girder and prefabricated panel
Between power transmission, because the horizontal anti-side rigidity of above-mentioned prefabricated panel is big, horizontal seismic force is undertaken by prefabricated panel, frame structure
Vertical load is only undertaken, makes the stable sexual satisfaction requirement that building is overall.
It will be appreciated by those skilled in the art that prefabricated panel herein is mainly strengthening 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, it is the stability that ensures 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 and variation house type in frame structure
Room, such as staircase, toilet, exterior wall.Other need to form large bay, and the place without wallboard uses traditional framework knot
Structure, the later stage is gone along with sb. to guard him or is separated using filling wall.
Further, the prefabricated panel is uniformly and symmetrically distributed in the frame and panel construction system.In this way, can more play
The horizontal lateral resistant ability of prefabricated panel, it is ensured that structure is not produced integrally eccentric under geological process or reversed, frame and panel construction
The anti-seismic performance of system is more preferable.
It is preferred that, two major axes orientations of the frame and panel construction system are equipped with prefabricated panel.In this way, forming two-way anti-side
Power system, the anti-seismic performance of frame and panel construction system is more preferable.
It is preferred that, the longitudinally disposed Side fascia of the frame and panel construction system is made up of described prefabricated panel, the frame
The lateral symmetry of frame wallboard structural system is provided with prefabricated panel, at least one piece prefabricated panel being longitudinally arranged and at least one piece horizontal stroke
It is connected to the prefabricated panel of arrangement.In this way, make orthogonal prefabricated panel mutually support, the outer stress performance of plane of wallboard is allowed
More preferably, the rigidity and anti-twisting property of prefabricated panel are strengthened in two-way Lateral Resistant System, meanwhile, prefabricated panel is used as exterior wall
Under plate service condition, the characteristics of do not interfere with frame structure space flexibility.
It is preferred that, the splicing prefabricated wallboard simultaneously surrounds into tubular structure, and prefabricated panel encloses tubular, and the tubular structure can
To form box, because the stability after prefabricated panel formation box is stronger, the stress of box is better than the perpend wall being separately provided,
Tubular box can be arranged on the staircase of building, protect the passway for escaping of building, when making building that earthquake to occur, it is ensured that staircase
Safety.Tubular may be provided at staircase, toilet etc. will not change the room of building function, then these enclose tubular
Prefabricated panel can not be removed.
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 in prefabricated panel are anchored at, first built-in fitting and the second built-in fitting are connected by bolt
Connect.
Further, at least one piece at least side of the 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 and be connected with Vierendeel girder 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 with frame column by connector,
The Vierendeel girder of the prefabricated panel upper end forms dark beam.In this way, prefabricated panel is formd with the frame column and Vierendeel girder on its periphery
Wall with frame, increases the rigidity and anti-twisting property of total.
Further, at least one piece top of the prefabricated panel is closely spliced and by connector and Vierendeel girder with Vierendeel girder
It is connected, 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, the component bonding strength in prefabricated panel and frame structure is more preferably, building is more ensure that
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 and frame column connection are reliable, the conduction of power between favourable frame column and Vierendeel girder and prefabricated panel, while greatly improving
Field erected efficiency, improves construction speed.
Further, the prefabricated panel offers gathering hole at the first built-in fitting of setting.Peace is easy in the setting of gathering hole
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
It is scheduled on the anchoring supporting leg on connecting plate.
Further, slurry is filled with the gathering hole.It is arranged such, on the one hand can solves because caused by reservation operations mouthful
Unsightly problem, on the other hand, after the slurry in gathering hole solidifies, can play a part of fixing bolt, it is to avoid use year
Limit bolt looseness under the influence of long or external force.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, improves
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 is opened up should also be as being changed according to installation needs.
Further, the connecting plate is fixedly connected with the lengthening nut 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 the bolt connection first
In inserting the lengthening nut through the jack hole afterwards.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 is used as sleeve, when assembled, it is only necessary to which gathering hole is opened up at the first built-in fitting will
In inserting the lengthening nut through the jack hole after the built-in fitting of bolt connection first, then tighten and be capable of achieving connection, behaviour
Make easy.
It should be noted that medial surface described herein refers to connecting plate to the side in frame column or Vierendeel girder.
Further, the connecting plate is fixedly connected with the nut 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 is offered and used cooperatively with the bolt
Internal thread, the openend of the branch sleeve is outer with frame column or Vierendeel girder outside connect, the built-in fitting of the bolt connection first
After insert the branch sleeve.In this way, increased prefabricated component is coupled tension ability, be conducive 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, and the anchoring supporting leg is connected with branch sleeve square crossing.Such as
This is set, and can be effectively increased branch sleeve in frame column and the anchor force of precast plate girder, substantially increases the resistance to of branch sleeve
Drawing ability, can effectively prevent branch sleeve axially and radially moving in Vierendeel girder or frame column under external force, such as
When be fastenedly connected for branch sleeve and the first built-in fitting by swivel bolt.
Further, an at least wallboard face of 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, is provided with the top of the projection and 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 inserting in the hole.The setting of projection, can simplify mounting process, framework
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
Load according to Vierendeel girder carries out size setting, 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 is destroyed under geological process and smaller not 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 more preferably, be conducive to projection will bear from frame
The load set a roof beam in place passes to prefabricated panel.
Further, girder rib skeleton is provided with the prefabricated panel, stirrup, the truss muscles and bones is provided with inside the projection
Frame is fixedly connected with the stirrup.
Further, at least one piece prefabricated panel top is provided with breach, 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 being worn inserted in the hole described in fitting insertion.
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 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 and Vierendeel girder are formed effective dry type and are connected by the mode for entering the patchhole in Vierendeel girder, in assembling process, work as frame
After trestle stands 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 cause to wear fitting and insert inserting in the hole in the Vierendeel girder, said structure be conducive to frame column and Vierendeel girder it
Between power conduction, while greatly improving field erected efficiency, improve construction speed patchhole.Fitting insertion is worn on bracket
The mode of the patchhole in Vierendeel girder can not only realize being reliably connected for frame column and Vierendeel girder, while can operative constraint Vierendeel girder
End, it is ensured that beam-ends is destroyed under geological process and smaller not destroyed even.
Further, described inserting in the hole is perfused with grouting material.In this way, can will wear fitting by grouting material being connected with Vierendeel girder
It is integral, so increase bracket or projection or prefabricated panel and the globality of Vierendeel girder, connecting more reliable, 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 recessed on the top of the Vierendeel girder
Mouthful, the patchhole connects with the recess, described to wear during fitting stretches into the recess through the patchhole, in the recess
Fastener is provided with, the fastener is connected with the fitting of wearing.It should be noted that when recess is for circle, its diameter should
More than the size of the patchhole.It is preferred that wearing fitting for screw rod, fastener is nut, in this way, constructing operation is more easy.
In addition, frame column and Vierendeel girder also such as can be provided with least one pre- with other articulated manners in the frame column
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 is 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 connects the relative the first side wall of the frame column and the second side
Wall, at least the first side wall in the frame column are provided with bracket, and 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 chi of the size of the buckling groove and 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 near 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 bracket is not exposed to the bottom of Vierendeel girder, i.e., bracket now is hidden in the interior formation of Vierendeel girder secretly
Bracket, is so conducive to the later stage to decorate, and does not affect the appearance.
Further, the bracket is provided with seat pulp layer or cushion with the stitching portion of Vierendeel girder.It is arranged such, it is on the one hand favourable
In the leveling of Vierendeel girder, on the other hand certain cushioning effect is played in Vierendeel girder dropping place, it is to avoid Vierendeel girder dropping place process pair
Component causes to damage, while in the case where seat pulp layer is set, can increase the caking property of bracket and Vierendeel girder Mosaic face, improves two
The globality of person.
Further, the bracket top is provided with bearing plate.It is arranged such, bracket can be increased firm with Vierendeel girder stitching section
Degree, on the one hand improves the load performance of bracket, 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 is molded with frame column one-piece casting, and the frame column is provided with girder rib, inside the bracket
Stirrup is provided with, 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 more preferably, is conducive to bracket to be transmitted what is born from the load with Vierendeel girder
To frame column.
Further, the fitting of wearing is for 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 structure of the present invention 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, and fitting is worn described in the locating part clamping.In this way, wearing fitting with limit
Position part is formed and is reliably connected.
Further, the locating part top is covered with antirusting paint.So, it is to avoid older rear locating part with wear fitting
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 is logical with the basis
Connector connection is crossed, the frame column rigid connection or is hinged with basis, and Vierendeel girder or prefabricated panel are connected with the floor dry type.
Certain floor also can be cast-in-place or be 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 using connector connection, also can be by the way of above-mentioned joint bar anchoring.
Further, the prefabricated panel is multilayer wallboard, and the plate face middle part of the multilayer wallboard is provided with bracket, the bracket
For connecting precast floor slab.Fitting can be worn using being embedded with bracket, the form joint bar anchoring of the reserved patchhole of precast floor slab
Realize the connection of the two.By prefabricated panel multilayer integral preform, bracket is set at floor height, is used to shelve precast floor slab, construct
It is more easy, the splicing of floor gap prefabricated panel is reduced, especially Side fascia is directly horizontal without upper and lower Side fascia
Splicing seams, the seepage problem for preventing.
Further, the frame and panel construction system also includes filled wall, and the filled wall is tight with the frame column
Close splicing, the filled wall is spliced by polylith Ligh compound insulating board, the Ligh compound insulating board of the wall both sides
It is connected by securing supports with frame column.In the installation process of filled wall, according to needs are installed, fixed support device is used
Ligh compound insulating board two ends and frame column are fixed, filled wall is assembled using polylith prefabricated panel, prefabricated panel light weight,
Dimension width is small, convenient to transport and install, and large-scale transporting equipment and installation equipment is not needed in installation process；Can do simultaneously
Mould generalization in wallboard manufacturing process, mass；Simple installation of the present invention, in strengthening filled wall and frame structure
The globality of other prefabricated components.
Further, spliced by binding material between the Ligh compound insulating board.Pass through between Ligh compound insulating board
Binding material splices, the globality for setting on the one hand increase wall of binding material, when on the other hand beneficial to prefabricated board dropping place
Leveling, while may also function as sealing the effect of Ligh compound insulating board Mosaic face；
Further, the securing supports include connecting plate, supporting plate and at least two pieces floors, and the connecting plate is vertical with supporting plate to be connected
Connect, the floor is fixedly connected with connecting plate, the connecting plate is connected with the frame column, the two 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, when installing wall, the two ends of Ligh compound insulating board is overlapped on to be arranged on two relative respectively
On the supporting plate of the securing supports on the frame column of setting.It is preferred that, the connecting plate is provided with mounting hole, and the connecting plate is by 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 constitutes accommodating draw-in groove with connecting plate, in the accommodating draw-in groove of end base angle insertion of the prefabricated panel.Such as
This, the setting of floor can play booster action to securing supports, increase the torsional rigidity of securing supports, and prefabricated panel is embedding
Enter in the accommodating draw-in groove that floor is constituted with connecting plate, certain positioning and position-limiting action is 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, its shock resistance is improved.
Further, one end of described supporting plate is connected with connecting plate, and the other end is provided with insertion plate, and the insertion plate insertion is described
In Ligh compound insulating board.In this way, by insert plate further Ligh compound insulating board is carried out it is spacing.
Further, the Ligh compound insulating board is concatenated by presstressed reinforcing steel and constitutes entirety.First passing through presstressed reinforcing steel will be light
Matter composite insulation boards splicing it is integral, then tensioning fastening, 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
, be anchored at the presstressed reinforcing steel in wall by the presstressed reinforcing steel anchorage by presstressed reinforcing steel anchorage.
Brief description of the drawings
The accompanying drawing for constituting a part of the invention is used for providing a further understanding of the present invention, schematic reality of the invention
Apply example and its illustrate, for explaining the present invention, not constitute inappropriate limitation of the present invention.
Fig. 1~3 are respectively the floor plan of the frame and panel construction system involved by one embodiment of the present invention；
Fig. 4 is the floor plan of contrast system；
Fig. 5~8 are respectively the front of the attachment structure of the prefabricated panel and framework involved by one embodiment of the present invention
Sectional view；
Fig. 9 and Figure 10 are respectively the connection status figure of one embodiment of the present invention frame column and prefabricated panel；
Figure 11 is the structural representation of the first built-in fitting involved by one embodiment of the present invention；
Figure 12 is the structural representation of the first built-in fitting involved by one embodiment of the present invention；
Figure 13~18 are respectively the front section view of the bean column node involved by another embodiment of the present invention；
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 one embodiment of the present invention；
Figure 24 is the structural representation of the shell body involved by one embodiment of the present invention；
Figure 25 is the structural representation of the insert involved by one embodiment of the present invention；
Figure 26 is the prefabricated panel and Prefabricated beam connection structure schematic diagram involved by one embodiment of the present invention；
Figure 27 is the structural representation of the prefabricated panel involved by one embodiment of the present invention；
Figure 28 is the prefabricated panel and Prefabricated beam connection structure schematic diagram involved by another embodiment of the present invention；.
Figure 29 is the mounting structure schematic diagram of the filled wall involved by one embodiment of the present invention；
Figure 30 and Figure 31 are respectively the structural representation of the securing supports involved by one embodiment of the present invention；
Figure 32 is the mounting structure schematic diagram of the filled wall involved by another embodiment of the present invention.
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 11 jack hole of the anchoring supporting leg of 9 connecting plate 10 12
13 sleeve 14 lengthens 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
33 position-limitting pin, 34 spacing hole, 35 breach 36 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 draw-in groove
The presstressed reinforcing steel anchorage of 45 47 presstressed reinforcing steel of insertion 46 mounting hole of plate 48
49 bases
Specific embodiment
The present invention will be described in detail below in conjunction with the accompanying drawings, and the description of this part is only exemplary and explanatory, should not
There is any restriction effect to protection scope of the present invention.Additionally, description of the those skilled in the art according to presents, can be right
Feature in presents in embodiment and in different embodiments carries out respective combination.
The embodiment of the present invention is as follows, reference picture 1~3, a kind of frame and panel construction system, including frame column 1, Vierendeel girder 2
And prefabricated panel 3, the frame column 1 is hinged with Vierendeel girder 2, and the prefabricated panel 3 has and bears vertical load and lateral resisting
Ability, the frame column 1 and/or Vierendeel girder 2 are formed with prefabricated panel 3 and are reliably connected.Framework wallboard in the technical program
Structural system, using pure dry method connected mode, Vierendeel girder 2 and frame column 1 are hinged by dry type, prefabricated panel 3 and framework dry type
Connection, its construction can be continuously uninterrupted, considerably increases speed of application, shortens construction period.During assembling, difference
In the mode of traditional frame wall filled with masonry, described prefabricated panel 3 is assembled together with framework, specific assembling process from the bottom to top according to
Secondary installation.In existing building regulations, it is desirable to which building structure answers strong ties, strong node, weak component to be primarily referred to as the carrying of node
Power should be higher than that connecting elements, that is, it is very firm to require to be made the connecting node of component and component, and under geological process, structure occurs
It is first to destroy component during destruction, node is destroyed afterwards, so the bean column node in prior art middle frame structure is rigid connection,
It is such as cast-in-place etc.The technical program uses the framework of pure dry method, and what the mode of being articulated and connected used by beam column was connected and composed builds
It is unstable system to build objects system, and globality and stability cannot meet the requirement of antidetonation, and the present invention introduces energy in frame structure
The prefabricated panel 3 of vertical load and lateral resisting ability is born, frame and panel construction system is constituted, frame structure passes through Vierendeel girder 2
With the power transmission between prefabricated panel 3, because the horizontal anti-side rigidity of above-mentioned prefabricated panel 3 is big, horizontal seismic force is by prefabricated panel 3
Undertake, frame structure only undertakes vertical load, make the stable sexual satisfaction requirement that building is overall.
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, it is the stability that ensures 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 and variation family in frame structure
The room of type, such as staircase, toilet, exterior wall.Other need to form large bay, and the place without wallboard uses traditional framework
Structure, the later stage is gone along with sb. to guard him or is separated using filling wall.
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 is calculated, and draws floor of each specific embodiment building under geological process
Displacement, and be compared.
The first embodiment：Using frame structure, frame column 1 is hinged with Vierendeel girder 2, all frame columns 1 and basic 49
It is hinged；Second embodiment：Using frame structure, frame column 1 is hinged with Vierendeel girder 2, four frame columns in corner 1 and basis
49 rigid connections, other frame columns 1 are hinged with basis 49；The third embodiment：Using frame structure, frame column 1 cuts with scissors with Vierendeel girder 2
Connect, all frame columns 1 and basic 49 rigid connection；The building floor plan of mode is as shown in Figure 4 in above-mentioned 3；
4th kind of embodiment：Frame and panel construction system in using the technical program in frame structure, wherein, frame
Trestle 1 is hinged with basis 49, and frame column 1 is hinged with Vierendeel girder 2, and Vierendeel girder 2 is hinged with prefabricated panel 3, specifically builds object plane
Layout drawing is as shown in Figure 1.
In Fig. 1~4, the square of filling is frame column 1, and heavy line is prefabricated panel 3, and doublet is beam.Concrete analysis knot
It is really as shown in the table：
Wherein, angle of displacement is floor displacement/floor height, can embody the deformation size of structure, and angle of displacement is more big then to be deformed greatly,
The rigidity of structure is small.As can be known from the above table, when being hinged that frame column 1 and Vierendeel girder 2 are hinged simultaneously using frame column 1 and basis 49,
The technical program is feasible using being not only, while being also necessary.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Fig. 1 and Fig. 2, the prefabricated panel 3 is described
It is uniformly and symmetrically distributed in frame and panel construction system.In this way, can more play the horizontal lateral resistant ability of prefabricated panel 3, it is ensured that structure
Overall not produced under geological process eccentric or reversed, the anti-seismic performance of frame and panel construction system is more preferable.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Fig. 1~3, the frame and panel construction system
Two major axes orientations are equipped with prefabricated panel 3.In this way, two-way Lateral Resistant System is formed, the anti-seismic performance of frame and panel construction system
More preferably.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Fig. 1 and Fig. 2, the frame and panel construction system
Longitudinally disposed Side fascia is made up of described prefabricated panel 3, the frame and panel construction system it is lateral symmetry be provided with it is pre-
Wallboard processed 3, at least one piece prefabricated panel 3 being longitudinally arranged is connected with least one piece prefabricated panel of lateral arrangement 3.In this way, making
Orthogonal prefabricated panel 3 is mutually supported, and makes the outer stress performance of plane of wallboard more preferable, dry wall in two-way Lateral Resistant System
The rigidity and anti-twisting property of plate 3 are strengthened, meanwhile, under prefabricated panel 3 is as Side fascia service condition, do not interfere with framework
The characteristics of structure space flexibility.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Fig. 3, the prefabricated panel 3 splices and surrounds into
Tubular structure, prefabricated panel 3 encloses tubular, and the tubular structure can form box, after forming box due to prefabricated panel 3
Stability is stronger, and the stress of box is better than the perpend wall being separately provided, and tubular can be arranged on the staircase of building, protection building
Passway for escaping, make building occur earthquake when, it is ensured that the safety of staircase.Tubular may be provided at staircase, toilet etc. will not
Change the room of building function, then these prefabricated panels 3 for enclosing tubular can not be removed.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Fig. 5, at least one piece prefabricated panel 3 is extremely
A few side is closely spliced and is connected with frame column 1 by connector 4 with frame column 1, the top of the prefabricated panel 3 and framework
Beam 2 is closely spliced and is connected with Vierendeel girder 2 by connector 4.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Fig. 6, at least one piece the two of the prefabricated panel 3
Side is closely spliced with frame column 1 and is connected with frame column 1 by connector 4, the Vierendeel girder 2 of the upper end of the prefabricated panel 3
Form dark beam.In this way, prefabricated panel 3 forms the wall with frame with the frame column 1 and Vierendeel girder 2 on its periphery, increase whole
The rigidity and anti-twisting property of individual structure.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Fig. 7, at least one piece top of the prefabricated panel 3
End is closely spliced and is connected with the beam of frame column 1 by connector 4 with Vierendeel girder 2, the two side ends and frame column of the prefabricated panel 3
Packing space 37 is reserved between 1.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Fig. 5, the frame and panel construction system is double
Rotating fields, 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 and frame
Component bonding strength in frame structure more preferably, more ensure that the overall stability of building.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Fig. 9 and Figure 10, the connector 4 includes anchoring
The first built-in fitting 5 in prefabricated panel 3 and the second built-in fitting 6 being anchored in frame column 1 and/or Vierendeel girder 2, described
One built-in fitting 5 and the second built-in fitting 6 are connected by bolt 8.In this way, prefabricated panel 3 is connected reliability with Vierendeel girder 2 and frame column 1,
The conduction of favourable power between frame column 1 and Vierendeel girder 2 and prefabricated panel 3, while greatly improving field erected efficiency, improves
Construction speed.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Fig. 9 and Figure 10, the prefabricated panel 3 is being set
Gathering hole 7 is offered at first built-in fitting 5.The setting of gathering hole 7 connects the first built-in fitting during being easily installed by bolt 8
5 and second built-in fitting 6.It is preferred that, such as Figure 11, first built-in fitting 5 includes connecting plate 9 and the anchoring being fixed on connecting plate 9
Supporting leg 10.
On the basis of above-described embodiment, in another embodiment of the present invention, slurry is filled with the gathering hole 7.So set
Put, on the one hand can solve because of the caused unsightly problem of reservation operations mouthful 7, on the other hand, when the slurry solidification in gathering hole 7
Afterwards, fixing bolt 8 can be played a part of, it is to avoid service life, bolt 8 loosened long or under the influence of external force.Now filling paste is simultaneously
Construction speed is not influenceed, the installation of next prefabricated component node is carried out again without waiting for slurry hardening.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Figure 12, second built-in fitting 6 includes connection
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 be effective
Increase anchor force of second built-in fitting 6 in frame column 1 and Vierendeel girder 2, improve the first built-in fitting 5 and be connected with prefabricated panel 3
Structural strength.
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 structure and positions
Put, the position that gathering hole 7 is opened up should also be as being changed according to installation needs.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Figure 10, the connecting plate 9 be fixedly connected with
The lengthening nut 14 that the bolt 8 is used cooperatively, the end closure for lengthening nut 14, the other end is fixedly connected on connecting plate
9 open up the medial surface at jack hole 11, and the bolt 8 inserts described adding after connecting the first built-in fitting 5 through the jack hole 11
In long nut 14.Be arranged such, it is only necessary to set in prefabricated panel 3 and open up gathering hole 7 at first built-in fitting 5, an end closure plus
Long nut 14 is used as sleeve 13, when assembled, it is only necessary to which gathering hole 7 is opened up at the first built-in fitting 5, and that bolt 8 is connected into first is pre-
In inserting the lengthening nut 14 through the jack hole 11 after embedded part 5, then tighten and be capable of achieving connection, it is easy to operate.
It should be noted that medial surface described herein refers to connecting plate 9 to the side in frame column 1 or Vierendeel girder 2.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Fig. 9, the connecting plate 9 is fixedly connected with and institute
State the nut 12 that bolt 8 is used cooperatively, one end of the nut 12 is fixedly connected on connecting plate 9 and opens up inner side at jack hole 11
Face, the other end is socketed with sleeve 13.It is preferred that the nut 12 and the interference fit of sleeve 13.
On the basis of above-described embodiment, in another embodiment of the present invention, second built-in fitting 6 is branch sleeve, described
Branch sleeve offers the internal thread used cooperatively with the bolt 8, and the openend of the branch sleeve is outer with frame column 1 or frame
Set a roof beam in place 2 outer connections, the bolt 8 is connected in insert after the first built-in fitting 5 branch sleeve.In this way, increased prefabricated component connection
Knot tension ability, is conducive 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 present invention, the branch sleeve is provided with anchoring supporting leg 10, institute
Anchoring supporting leg 10 is stated to be connected with branch sleeve square crossing.It is arranged such, branch sleeve can be effectively increased in frame column 1 and prefabricated
The anchor force of plate-girder, substantially increases the resistance to drawing ability of branch sleeve, can effectively prevent branch sleeve under external force
Axially and radially moving in Vierendeel girder 2 or frame column 1, such as swivel bolt 8 is by branch sleeve and the company of fastening of the first built-in fitting 5
When connecing.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Figure 26, at least one piece prefabricated panel 3
An at least wallboard face is provided with projection 38, the top surface of the top surface less than the prefabricated panel 3 of the projection 38, the top of the projection 38
Portion is provided with wears fitting 17, and the Vierendeel girder 2 is provided with patchhole 16, and the Vierendeel girder 2 is overlapped on the top of the projection 38, described
Wear during fitting 17 stretches into the patchhole 16.The setting of projection 38, can simplify mounting process, and Vierendeel girder 2 can directly be lifted into and set
Put on the projection 38 on prefabricated panel 3, wallboard will not be broken, the space of installation is also larger.Projection 38 can be according to Vierendeel girder 2
Load carry 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 be effective
Constrain the end of Vierendeel girder 2, it is ensured that beam-ends is destroyed under geological process and smaller do not destroyed even.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Figure 26, the bottom surface of the projection 38 is pre- with described
The bottom surface of wallboard processed 3 is concordant.So, after the completion of assembly, projection 38 is primarily subjected to the vertical load of Vierendeel girder 2, mitigates prefabricated
The vertical load that the agent structure of wallboard 3 is born.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Figure 26, the projection 38 and the prefabricated panel
3 one-piece castings are molded.It is arranged such, projection 38 is structure as a whole with prefabricated panel 3, when prefabricated panel 3 passes through projection 38 and frame
Set a roof beam in place 2 be connected after, globality more preferably, be conducive to projection 38 to pass to prefabricated panel from the load with Vierendeel girder 2 by what is born
3。
On the basis of above-described embodiment, in another embodiment of the present invention, girder rib skeleton is provided with the prefabricated panel 3,
Stirrup is provided with inside the projection 38, the girder rib skeleton is fixedly connected with the stirrup.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Fig. 8, at least one piece top of the prefabricated panel 3
It is provided with breach 35, the breach 35 and also is provided with wearing fitting 17, one end of the Vierendeel girder 2 at least described in is embedded in the breach
It is connected in 35 and with prefabricated panel 3, one end that the Vierendeel girder 2 is embedded in the breach 35 is provided with patchhole 16, described to wear
Fitting 17 is inserted in the patchhole 16.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Figure 13, at least side of the frame column 1 sets
There is bracket 15, the Vierendeel girder 2 is overlapped on the bracket 15, and one end that the Vierendeel girder 2 is overlapped on the bracket 15 sets
There is patchhole 16, the bracket 15 is provided with wears fitting 17, described one end of fitting 17 of wearing is anchored in the bracket 15, the other end is inserted
In entering the patchhole 16.By Vierendeel girder 2 be overlapped on bracket 15 and on bracket 15 wear fitting 17 insert Vierendeel girder 2 in
The mode of patchhole 16 frame column 1 and Vierendeel girder 2 formed into effective dry type be connected, in assembling process, when frame column 1 is vertical
After good, it is only necessary in the hoisting process of Vierendeel girder 2 by the lapping ends of Vierendeel girder 2 on the bracket 15 being arranged on frame column 1
While cause to wear the patchhole 16 that fitting 17 is inserted in the Vierendeel girder 2, said structure is conducive to frame column 1 and frame
The conduction of the power between 2 of setting a roof beam in place, while greatly improving field erected efficiency, improves construction speed.Fitting is worn on bracket 15
The modes of the patchhole 16 in 17 insertion Vierendeel girders 2 can not only realize being reliably connected for frame column 1 and Vierendeel girder 2, while can have
The end of effect constraint Vierendeel girder 2, it is ensured that beam-ends is destroyed under geological process and smaller do not destroyed even.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Figure 13 is perfused with grouting in the patchhole 16
Material 18.In this way, can will wear fitting 17 by grouting material 18 is connected integral with Vierendeel girder 2, and then increase bracket 15 or projection 38
Or prefabricated panel 3 and the globality of Vierendeel girder 2, connecting more reliable, the grouting material 18 is preferably mortar.Above-mentioned grouting side
Formula is only to play certain fastening effect, and has needed not wait for carrying out next installation operation again after solidifying, therefore has no effect on dress
With speed.
Certainly, grouting material 18 can not be also perfused with patchhole 16, now, such as Figure 14, preferably in the Vierendeel girder 2
Top is provided with recess 19, and the patchhole 16 is connected with the recess 19, and the fitting 17 of wearing is stretched 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 explanation
, when recess 19 is for circle, its diameter should be more than the size of the patchhole 16.It is preferred that fitting 17 is worn for screw rod, tightly
Firmware 20 is nut 12, in this way, constructing operation is more easy.
In addition, frame column 1 and Vierendeel girder 2 also can be such as provided with other articulated manners, such as Figure 15 in the frame column 1
At least one preformed hole 21, at least one end of the Vierendeel girder 2 is embedded with the first attachment means 22, first attachment means 22
It is connected by bolt 8 with frame column 1, 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
Putting 23 includes end plate 24 and at least one sleeve pipe 25 being fixedly connected with the end plate 24, and described sleeve pipe 25 connects the framework
The relative the first side wall 26 of post 1 and second sidewall 27, at least the first side wall 26 in the frame column 1 are provided with bracket 15, 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, described sleeve pipe
25 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 of one end that the Vierendeel girder 2 is overlapped 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 or it is embedded with nested arrangement 29, the nested arrangement in 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.Be embedded in nested arrangement 29 in frame column 1, in assembling process by the present invention in the prefabrication process of frame column 1
In, hoisting frame trestle 1 after frame column 1 stands well, insert 31 is drawn to the outside of Vierendeel girder 2 from shell body 30, then lift
Vierendeel girder 2 so that Vierendeel girder 2 is overlapped on the insert 31 and is preferably formed with insert 31 and is reliably connected, above-mentioned beam
Column border node center trestle 1 forms effective dry type and is connected with Vierendeel girder 2 by nested arrangement 29, wet-less operation, while in assembling
During without cast-in-place concrete, cost savings, speed of application is fast, short construction period.It is embedded in using nested arrangement 29
It is used for connection framework beam 2 in frame column 1, insert 31 is embedded in shell body 30, the shape without changing the mould of frame column 1,
Nor affect on transport.
In actual mechanical process, such as Figure 22, when needing to be respectively provided with Vierendeel girder 2 in many sides of frame column 1, such as frame column
1 offside all sets the situation of prefabricated company, and 31 points of insert is two parts, can all be extend out to the two 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, multiple can be set
Nested arrangement 29.
Such as Figure 24 and Figure 25, at least madial wall of the shell body 30 is provided with stopper slot 32, and the insert 31 sets
Limited location pin 33, in the top of the position-limitting pin 33 insertion stopper slot 32.In this way, stopper slot 32 plays certain guiding
Effect, while stopper slot 32 can avoid completely disengaging from shell body 30 during 31 sliding process of insert with the cooperation of position-limitting pin 33,
Ability is got over it will be appreciated by the skilled person that position-limiting action 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 extends 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 snaps in the spacing hole 34
In.In this way, when installing, 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 snapped in spacing hole 34, plays position-limiting action, it is ensured that insert 31 can neither during the dropping place of Vierendeel girder 2
Can not be slipped into in shell body 30 because colliding to outside cunning.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 draw-in groove, in the top card access draw-in groove of the position-limitting pin 33.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
Snap in buckling groove 28, play position-limiting action, it is ensured that insert 31 can neither be sliding to outside during the dropping place of Vierendeel girder 2
Can not be slipped into in shell body 30 because colliding.
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 present invention, such as Figure 13, the Vierendeel girder 2 is near frame column 1
The bottom of one end is provided with breach 35, and the bracket 15 is located in the breach 35.It is arranged such, it is ensured that bracket 15 is not exposed
To the bottom of Vierendeel girder 2, i.e., bracket 15 now is hidden in formation hidden bracket 15 in Vierendeel girder 2, is so conducive to the later stage to decorate,
Do not affect the appearance.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Figure 13, the spelling of the bracket 15 and Vierendeel girder 2
The place of connecing is provided with seat pulp layer 36 or cushion.It is arranged such, is on the one hand conducive to the leveling of Vierendeel girder 2, on the other hand in Vierendeel girder 2
Certain cushioning effect is played during dropping place, it is to avoid the dropping place process of Vierendeel girder 2 causes to damage to component, while sitting pulp layer 36 setting
In the case of, 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 present invention, the top of the bracket 15 is provided with bearing plate.So set
Put, the rigidity of bracket 15 and the stitching section of Vierendeel girder 2 can be increased, on the one hand improve the load performance of bracket 15, on the other hand can enter
Bracket 15 is damaged when one step avoids 2 dropping place of Vierendeel girder.The bearing plate can be rearmounted in assembling process, also can be pre-
It is pre-buried in the prefabrication process of product and bracket 15.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Figure 13, the bracket 15 is overall with frame column 1
Shaping is poured, the frame column 1 is provided with girder rib, stirrup is provided with inside the bracket 15, the girder rib is solid with the stirrup
Fixed connection.It is arranged such, bracket 15 is structure as a whole with frame column 1, after frame column 1 is connected by bracket 15 with Vierendeel girder 2,
Globality more preferably, is conducive to bracket 15 to pass 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 present invention, the fitting 17 of wearing is anchor bar, the anchoring
Reinforcing 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 improve and wear
The anti-pulling ability of fitting 17, can increase the stability of the structure of the present invention in the case where earthquake or other strong destructive power is run into.
On the basis of above-described embodiment, in another embodiment of the present invention, locating part can be provided with the patchhole 16, it is described
Fitting 17 is worn to extend into the locating part.It is arranged such, described to wear after fitting 17 is arranged in the locating part, plug connector can
To be accurately positioned, meanwhile, ship clearance can be reserved with locating part so that wearing fitting 17 can only swing in scope of design, this
Sample can play a part of energy-dissipating and shock-absorbing.
On the basis of above-described embodiment, in another embodiment of the present invention, the locating part is spacing board-like, the locating part
Fitting 17 is worn described in clamping.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 present invention, the locating part top is sealed with antirusting paint
Lid.So, it is to avoid older rear locating part causes the insecure of connecting node with wearing fitting 17 and get rusty, and improves the reliability of connecting node
Property.
On the basis of above-described embodiment, in another embodiment of the present invention, the frame and panel construction system also includes basis
49 and floor, the prefabricated panel 3 is connected with described basic 49 by connector 4, the frame column 1 and basic 49 rigid connection or hinge
Connect, Vierendeel girder 2 or prefabricated panel 3 are connected with the floor dry type.
Certain floor also can be cast-in-place or be 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 present invention, such as Figure 27 and Figure 28, the prefabricated panel 3 is many
Layer 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.Can use in ox
It is embedded with leg 15 and wears fitting 17, the connection of the two is realized in the form joint bar anchoring of the reserved patchhole 16 of precast floor slab.Will be prefabricated
The multilayer integral preform of wallboard 3, sets bracket 15 at floor height, is used to shelve precast floor slab, constructs more easy, reduces floor
Between prefabricated panel 3 splicing, especially Side fascia be without upper and lower Side fascia directly horizontally-spliced seam, the infiltration for preventing
Problem.It is preferred that, an at least side of 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 present invention, such as Figure 29, the frame and panel construction system is also wrapped
Filled wall is included, the filled wall closely splices with the frame column 1, and the filled wall is by polylith Ligh compound insulating board
39 are spliced, and the Ligh compound insulating board 39 of the wall both sides is connected with frame column 1 by securing supports 40.Filling wall
In the installation process of body, according to needs are installed, the two ends of Ligh compound insulating board 39 are consolidated with frame column 1 using fixed support device
Fixed, filled wall is assembled using polylith prefabricated panel 3, and the light weight of prefabricated panel 3, dimension width is small, convenient to transport and install, peace
Large-scale transporting equipment and installation equipment is not needed during dress；Can accomplish that the mould in wallboard manufacturing process is general simultaneously
Change, mass；Simple installation of the present invention, strengthens the globality of filled wall and other prefabricated components in frame structure.
On the basis of above-described embodiment, in another embodiment of the present invention, by viscous between the Ligh compound insulating board 39
Knot material splicing.Spliced by binding material between Ligh compound insulating board 39, on the one hand the setting of binding material increases wall
Globality, leveling when on the other hand beneficial to prefabricated board dropping place, at the same may also function as sealing Ligh compound insulating board 39 splice
The effect in face；
On the basis of above-described embodiment, in another embodiment of the present invention, such as Figure 30 and Figure 31, the securing supports 40 are wrapped
Connecting plate 41, supporting plate 42 and at least two pieces floors 43 are included, the connecting plate 41 is vertical with supporting plate 42 to be connected, the floor 43 and connecting plate 41
It is fixedly connected, the connecting plate 41 is connected with the frame column 1, the two ends of the Ligh compound insulating board 39 are overlapped on the supporting plate
On 42, the floor 43 is used for Ligh compound insulating board 39 described in build-in.In this way, during construction operation, can first by securing supports
40 are arranged on frame column 1, when installing wall, the two ends of Ligh compound insulating board 39 are overlapped on respectively and are arranged on two and relative are set
On the supporting plate 42 of the securing supports 40 on frame column 1 put.It is preferred that, the connecting plate 41 is provided with mounting hole 46, the connecting plate
41 are connected by chemical bolt 8 with frame column 1.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Figure 30 and Figure 31, two pieces of floors 43 are distinguished
The both sides of the connecting plate 41 are arranged on, the bottom of the floor 43 is fixedly connected with the supporting plate 42, the floor 43 and connecting plate
41 constitute accommodating draw-in groove 44, in the accommodating draw-in groove 44 of end base angle insertion of the prefabricated panel 3.In this way, the setting of floor 43, can
Securing supports 40 are played with booster action, increases the torsional rigidity of securing supports 40, prefabricated panel 3 is embedded in floor 43 and connects
In the accommodating draw-in groove 44 that fishplate bar 9 is constituted, certain positioning and position-limiting action is played to prefabricated board, on the one hand can effectively limit wall
Displacement, on the other hand can improve wall in out-of-plane antidumping moment of flexure, improve its shock resistance.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Figure 30, one end of described supporting plate 42 and connecting plate
41 are 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.In this way, by inserting
Enter 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 present invention, such as Figure 32, the Ligh compound insulating board 39 passes through
The concatenation of presstressed reinforcing steel 47 constitutes overall.First pass through presstressed reinforcing steel 47 and Ligh compound insulating board 39 is spliced integral, then tensioning
Fastening, strengthen wall and globality.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Figure 32, the wall is by Ligh compound insulating board
39 it is horizontally-spliced form, what the Ligh compound insulating board 39 was provided with lateral direction penetrating wears muscle hole, and the presstressed reinforcing steel 47 is worn and meets institute
State and wear muscle hole, presstressed reinforcing steel anchorage 48 is provided with the Ligh compound insulating board 39 of the wall both sides, by the presstressed reinforcing steel
Be anchored at the presstressed reinforcing steel 47 in wall by anchorage 48.
The above is only the preferred embodiment of the present invention, it is noted that for the ordinary skill people of the art
For member, under the premise without departing from the principles of the invention, some improvements and modifications can also be made, these improvements and modifications also should
It is considered as protection scope of the present invention.
Claims (10)
1. a kind of frame and panel construction system, it is characterised in that including frame column, Vierendeel girder and prefabricated panel, the framework
Post is hinged with Vierendeel girder, and the prefabricated panel has the ability for bearing vertical load and lateral resisting, the frame column and/or framework
Beam is formed with prefabricated panel and is reliably connected.
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 panel structure system.
3. frame and panel construction system according to claim 2, it is characterised in that at least one piece prefabricated panel is extremely
A few side is closely spliced and is connected with frame column by connector with frame column, and the top of the prefabricated panel is tight with Vierendeel girder
Close splicing is simultaneously connected by connector with Vierendeel girder.
4. frame and panel construction system according to claim 2, it is characterised in that at least one piece top of the prefabricated panel
End is closely spliced and is connected with Vierendeel girder by connector with Vierendeel girder, pre- between the two side ends and frame column of the prefabricated panel
Leave packing space.
5. frame and panel construction system according to claim 2, it is characterised in that at least one piece prefabricated panel is extremely
A few wallboard face is provided with projection, and the top surface of the top surface less than the prefabricated panel of the projection is provided with the top of the projection and wears
Fitting, the Vierendeel girder is provided with patchhole, and the Vierendeel girder is overlapped on the top of the projection, and the fitting of wearing stretches into described inserting
In entering hole.
6. according to claim 2 frame and panel construction system, it is characterised in that at least one piece prefabricated panel top is provided with scarce
Mouthful, it is provided with the breach and wears fitting, at least one end of the Vierendeel girder described in is embedded in the breach and is worn by described
Fitting is connected with prefabricated panel.
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 the one end on the bracket
Patchhole is provided with, the bracket is provided with wears fitting, described fitting one end of wearing is anchored in the bracket, other end insertion is described to insert
In entering hole.
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 basis rigid connection or are hinged,
Vierendeel girder or prefabricated panel are connected with the floor dry type.
9. frame and panel construction system according to claim 8, it is characterised in that the prefabricated panel is multilayer wallboard,
The plate face middle part of the multilayer wallboard is provided with bracket, and the bracket is used to connect precast floor slab.
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.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN201710210369.9A CN106894505A (en) | 2017-03-31 | 2017-03-31 | A kind of frame and panel construction system |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201710210369.9A CN106894505A (en) | 2017-03-31 | 2017-03-31 | A kind of frame and panel construction system |
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| CN106894505A true CN106894505A (en) | 2017-06-27 |
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| CN201710210369.9A Pending CN106894505A (en) | 2017-03-31 | 2017-03-31 | A kind of frame and panel construction system |
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| WO2020098387A1 (en) * | 2018-11-15 | 2020-05-22 | 江玉程 | Assembled structure system and application thereof |
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