CN207003724U - A kind of combined member of wallboard and framework - Google Patents
A kind of combined member of wallboard and framework Download PDFInfo
- Publication number
- CN207003724U CN207003724U CN201720337933.9U CN201720337933U CN207003724U CN 207003724 U CN207003724 U CN 207003724U CN 201720337933 U CN201720337933 U CN 201720337933U CN 207003724 U CN207003724 U CN 207003724U
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- prefabricated
- precast beam
- framework
- prefabricated post
- built
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Abstract
The utility model belongs to building engineering field, specifically disclose a kind of combined member of wallboard and framework, including the framework and prefabricated panel being made up of precast beam and prefabricated post, the precast beam and prefabricated column articulated, the prefabricated panel has the ability for bearing vertical load and lateral resisting, an at least side for the prefabricated panel is closely spliced with prefabricated post and is connected by connector with prefabricated post, and the top of the prefabricated panel is closely spliced with precast beam and is connected by connector with precast beam.Component uses pure dry method connected mode in the technical program, precast beam and prefabricated post are hinged by dry type, prefabricated panel is connected with precast beam and prefabricated post using connector, it is constructed can be continuously uninterrupted, considerably increases speed of application, shortens construction period, the horizontal anti-side rigidity of above-mentioned prefabricated panel is big, horizontal seismic force is all undertaken by prefabricated panel, and frame structure only undertakes vertical load, makes the stable sexual satisfaction requirement that building is overall.
Description
Technical field
The utility model belongs to building engineering field, more particularly to the combined member of a kind of wallboard and framework.
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 prefabricated post 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 combined member of the wallboard and framework 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 the wallboard of shockproof requirements and the combined member of framework.
Above-mentioned purpose is to be achieved through the following technical solutions：A kind of combined member of wallboard and framework, including by precast beam
The framework and prefabricated panel formed with prefabricated post, the precast beam and prefabricated column articulated, the prefabricated panel, which has, to be born to erect
To the ability of load and lateral resisting, an at least side for the prefabricated panel is closely spliced with prefabricated post and by connector and in advance
Post processed is connected, and the top of the prefabricated panel is closely spliced with precast beam and is connected by connector with precast beam.It is pre- to ensure
Wallboard processed bears the ability of vertical load and lateral resisting, and preferably described prefabricated panel is by reinforced concrete construction and has necessarily
Thickness.
Component uses pure dry method connected mode in the technical program, and precast beam and prefabricated post are hinged by dry type, dry wall
Plate is connected with precast beam and prefabricated post using connector, and it is constructed can be continuously uninterrupted, considerably increases speed of application, contracts
Short construction period.During assembling, the mode of traditional frame wall filled with masonry, described prefabricated panel and framework one are different from
Assembling is played, specific assembling process is installed successively from the bottom to top.Using the framework of pure dry method, built by what the mode of being articulated and connected connected
It is unstable system to build objects system, and globality and stability can not meet the requirement of antidetonation, and the utility model draws in frame structure
Enter to bear the prefabricated panel of vertical load and lateral resisting ability, form combined member, frame structure by precast beam with it is prefabricated
Power transmission between wallboard, because the horizontal anti-side rigidity of above-mentioned prefabricated panel is big, horizontal seismic force is undertaken by prefabricated panel, framework
Structure only undertakes vertical load, makes the stable sexual satisfaction requirement that building is overall.
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 and variation house type in frame structure
Room, such as staircase, toilet, exterior wall.Other need to form large bay, and the place of no wallboard uses traditional framework knot
Structure, later stage are gone along with sb. to guard him or separated using filling wall.
Further, the combined member of the prefabricated panel and framework is double-decker, the prefabricated panel top on upper strata and bottom
End is connected by connector with precast beam.In this way, prefabricated panel and the component bonding strength in frame structure are more preferable, more can
Ensure the overall stability of building.
Further, the two side ends of the prefabricated panel are closely spliced with prefabricated post and by connectors and prefabricated post phase
Even, the precast beam of the prefabricated panel upper end forms concealed beam.In this way, prefabricated panel and the prefabricated post and precast beam on its periphery are formed
Wall with frame, increase the rigidity and anti-twisting property of total.
Further, the connector includes the first built-in fitting for being anchored in prefabricated panel and is anchored at prefabricated post and pre-
The second built-in fitting in beam processed, first built-in fitting and the second built-in fitting are bolted.In this way, prefabricated panel with it is prefabricated
Beam connects reliably with prefabricated post, the conduction of power between favourable prefabricated post and precast beam and prefabricated panel, while greatly improves scene
The efficiency of installation, 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 prefabricated post and precast beam 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 prefabricated post or precast beam.
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 prefabricated post be outer or precast beam 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 branch sleeve in prefabricated post and the anchor force of precast plate girder, substantially increase the resistance to of branch sleeve
Drawing ability, branch sleeve axially and radially moving in precast beam or prefabricated post 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, at least side of the prefabricated post is provided with bracket, and the precast beam is overlapped on the bracket, described pre-
One end that beam processed is overlapped on the bracket is provided with patchhole, and the bracket is provided with anchoring piece, and described anchoring piece one end is anchored at
In the bracket, inserted in the hole described in other end insertion.The anchoring piece on bracket and on bracket is overlapped on by precast beam to insert
Prefabricated post is formed effective dry type with precast beam and is connected by the mode for entering the patchhole in precast beam, in assembling process, when pre-
After post processed is stood well, it is only necessary in the hoisting process of precast beam by the lapping ends of precast beam on the bracket being arranged in prefabricated post
While make it that anchoring piece inserts inserting in the hole in the precast beam, said structure be advantageous to prefabricated post and precast beam it
Between power conduction, while greatly improve field erected efficiency, improve construction speed.Anchoring piece insertion precast beam on bracket
In the mode of patchhole can not only realize being reliably connected for prefabricated post and precast beam, while can operative constraint precast beam end
Portion, it is ensured that beam-ends destroys under geological process smaller not to be destroyed even.
It should be noted that the settable bracket of the one side or the multi-lateral of the prefabricated post, then pre- with more by bracket
Beam processed is connected, such as prefabricated post only side connection precast beam, the relative two sides connection precast beam of prefabricated post, the two-phase of prefabricated post
Adjacent side connects precast beam, and the three sides connection precast beam of prefabricated post or four sides of prefabricated post are all connected with precast beam.
Further, described insert in the hole is perfused with grouting material.In this way, anchoring piece can be connected with precast beam by grouting material
It is integral, and then increase the globality of bracket and precast beam, connection is more reliable, and the grouting material is preferably mortar.Above-mentioned
Grouting way is only to play certain fastening effect, and carries out next installation operation again after having needed not wait for solidification, therefore not
Influence assembling speed.
Certainly, also grouting material can not be perfused with inserting in the hole, now, be preferably provided with the top of the precast beam recessed
Mouthful, the patchhole is connected with the recess, and the anchoring piece is stretched into the recess through the patchhole, in the recess
Provided with fastener, the fastener is connected with the anchoring piece.It should be noted that when recess is circular, its diameter should
More than the size of the patchhole.The utility model will be pre- by the anchoring piece to insert in the hole and fastener for inserting precast beam
Post processed forms effective dry type with precast beam and is connected.It is preferred that anchoring piece is screw rod, fastener is nut, in this way, constructing operation is more
For simplicity.
In addition, prefabricated post and precast beam can also use other articulated manners, such as it is provided with the prefabricated post at least one pre-
Box out, at least one end of the precast beam is embedded with the first attachment means, and first attachment means pass through bolt with prefabricated post
Connection, the bolt are connected through the preformed hole with first attachment means.
For another example, the second attachment means are embedded with the prefabricated post, 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 prefabricated post and the second side
Wall, bracket at least is provided with the first side wall of the prefabricated post, the end plate is anchored at the second sidewall of the prefabricated post, 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 precast beam
On the bracket.
Or be to be provided with bracket at least side of the prefabricated post, the precast beam is overlapped on the bracket, institute
The bottom for stating one end that precast beam 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.
Nested arrangement is either embedded with the prefabricated post again, the nested arrangement includes shell body and insert,
The insert is embedded in the shell body and is slidably connected with shell body, and the insert can be moved to along the inner chamber of shell body
The outside of the precast beam, the precast beam are overlapped on the insert.The utility model in the prefabrication process of prefabricated post,
Nested arrangement is embedded in prefabricated post, in assembling process, hoisting prefabricated post, after prefabricated post is vertical good, by insert from shell
The outside of precast beam, then hoisting prefabricated beam are drawn in body so that precast beam be overlapped on the insert and preferably with insertion
Part is formed and is reliably connected, and prefabricated post forms effective dry type by nested arrangement with precast beam and is connected in above-mentioned bean column node,
Wet-less operation, while without cast-in-place concrete in assembling process, cost savings, speed of application is fast, short construction period.Using embedding
Covering device, which is embedded in prefabricated post, to be used to connect precast beam, and insert is embedded in shell body, without changing prefabricated post mould
The shape of tool, nor affect on transport.
In actual mechanical process, when need be respectively provided with precast beam in more sides of prefabricated post when, as prefabricated post offside all
The situation of prefabricated company is set, and insert is divided into two parts, can be the outside for all extending out to prefabricated post to shell body both ends respectively
For connecting prefabricated post；When three side arrangement above precast beam that need to be in prefabricated post, multiple nested arrangements can be set.
Further, an at least madial wall for the shell body is provided with stopper slot, and the insert is provided with position-limitting pin, institute
State at the top of position-limitting pin in the embedded stopper slot.In this way, stopper slot plays certain guide effect, at the same stopper slot with it is spacing
The cooperation of pin can avoid completely disengaging shell body during insert sliding process, and ability is more it will be appreciated by the skilled person that be able to will rise
To position-limiting action, the end of stopper slot is unable to the end of case extension body.
Further, the both ends open of the shell body, the one end of the stopper slot along shell body opening are prolonged to another+- end
Stretch, the end of the stopper slot is provided with spacing hole, and the insert is provided with accommodating hole, elastic component, institute are provided with the accommodating hole
State position-limitting pin to be placed in accommodating hole and with elastic component be connected, be caught at the top of the position-limitting pin in the spacing hole.In this way,
During installation, when insert to be slided out to the outside of prefabricated post, when sliding into the end of stopper slot, it is caught at the top of position-limitting pin spacing
Kong Zhong, play position-limiting action, it is ensured that during the dropping place of precast beam insert can neither to outside cunning can not because collision
Slipped into shell body.It should be appreciated that the depth of spacing hole should be more than the depth of stopper slot.
Further, the end of the stopper slot is provided with neck, and the top card of the position-limitting pin is accessed in the neck.Such as
This, during installation, when insert to be slided out to the outside of prefabricated post, when sliding into the end of stopper slot, is caught at the top of position-limitting pin
In buckling groove, position-limiting action is played, it is ensured that insert can neither can not be because to outside cunning during the dropping place of precast beam
Collide and slipped into shell body.
It should be noted that beam-column hinged mode can be any connected mode that can meet building requirements.
Further, the precast beam is provided with breach close to the bottom of one end of prefabricated post, 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 precast beam of bracket, i.e., bracket now is hidden in the interior formation of precast beam secretly
Bracket, be so advantageous to later stage decoration, do not affect the appearance.
Further, the stitching portion of the bracket and precast beam, which is provided with, sits pulp layer or cushion.It is arranged such, it is on the one hand favourable
In the leveling of precast beam, certain cushioning effect on the other hand is played in precast beam dropping place, avoids precast beam 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 precast beam 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 precast beam 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 precast beam 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 prefabricated post one-piece casting are molded, and the prefabricated post 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 prefabricated post, when prefabricated
After post is connected by bracket with precast beam, globality is more preferable, and being advantageous to bracket will bear from the load transmission with precast beam
To prefabricated post.
Further, the anchoring piece is anchor bar, and the anchor bar is tapered, Y shape or T-shaped.In this way, can be significantly
Improve the anchor force of connection anchoring element anchored end, the anti-pulling ability of anchoring piece 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 anchoring piece is extend into the locating part.So set
To put, after the anchoring piece is arranged in the locating part, plug connector can be accurately positioned, meanwhile, richness can be reserved with locating part
Remaining width so that anchoring piece can only be swung in scope of design, can so play a part of energy-dissipating and shock-absorbing.
Further, the locating part is spacing board-like, anchoring piece described in the locating part clamping.In this way, anchoring piece 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, avoid year locating part and anchoring piece long afterwards
Get rusty and cause the insecure of connecting node, improve the reliability of connecting node.
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. 1~3 are respectively the front of the combined member of the wallboard and framework involved by a kind of embodiment of the utility model
Sectional view；
Fig. 4 is a kind of floor plan of the building under embodiment；
Fig. 5 is the floor plan of the building under a kind of embodiment concrete application of the utility model；
Fig. 6 and Fig. 7 is respectively a kind of embodiment prefabricated post of the utility model and the connection status figure of prefabricated panel；
Fig. 8 is the structural representation of the first built-in fitting involved by a kind of embodiment of the utility model；
Fig. 9 is the structural representation of the first built-in fitting involved by a kind of embodiment of the utility model；
Figure 10~15 are respectively the front section view of the bean column node involved by the utility model another embodiment；
Figure 16 is the structural representation of the second attachment means involved in Figure 13；
Figure 17 is the sectional view in bean column node A-A faces involved in Figure 14；
Figure 18 is the end view of precast beam involved in Figure 14；
Figure 19 is the sectional view in bean column node A-A faces involved in Figure 15；
Figure 20 is the structural representation of the nested arrangement involved by a kind of embodiment of the utility model；
Figure 21 is the structural representation of the shell body involved by a kind of embodiment of the utility model；
Figure 22 is the structural representation of the insert involved by a kind of embodiment of the utility model.
In figure：
The connector of 1 prefabricated post, 2 precast beam, 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
The fastener of 17 anchoring piece, 18 grouting material, 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
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 combined member of wallboard and framework, including by precast beam
2 and prefabricated post 1 framework and prefabricated panel 3 that form, the precast beam 2 and prefabricated post 1 are be hinged, and the prefabricated panel 3 has
The ability of vertical load and lateral resisting is born, an at least side and the prefabricated post 1 of the prefabricated panel 3 are closely spliced and pass through company
Fitting 4 is connected with prefabricated post 1, and the top of the prefabricated panel 3 is closely spliced with precast beam 2 and passes through connector 4 and precast beam 2
It is connected.The ability of vertical load and lateral resisting is born for guarantee prefabricated panel 3, preferably described prefabricated panel 3 is by armored concrete
Construct and there is certain thickness.
Component uses pure dry method connected mode in the technical program, and precast beam 2 and prefabricated post 1 are hinged by dry type, prefabricated
Wallboard 3 is connected with precast beam 2 and prefabricated post 1 using connector 4, and it is constructed can be continuously uninterrupted, considerably increases construction
Speed, shorten construction period.During assembling, the mode of traditional frame wall filled with masonry, described prefabricated panel 3 are different from
Assembled with together with framework, specific assembling process is installed successively from the bottom to top.Using the framework of pure dry method, pass through the mode of being articulated and connected
The building system of connection is unstable system, and globality and stability can not meet the requirement of antidetonation, and the utility model is in framework
Vertical load and the prefabricated panel 3 of lateral resisting ability can be born by being introduced in structure, form combined member, frame structure passes through prefabricated
Power transmission between beam 2 and prefabricated panel 3, because the horizontal anti-side rigidity of above-mentioned prefabricated panel 3 is big, horizontal seismic force is by dry wall
Plate 3 undertakes, and frame structure only undertakes vertical load, makes the stable sexual satisfaction requirement that building is overall.
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 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 of no wallboard uses traditional framework
Structure, later stage are gone along with sb. to guard him or separated using filling wall.
To verify feasibility of the present utility model, 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, prefabricated post 1 is be hinged with precast beam 2, and all prefabricated posts 1 are cut with scissors with basis
Connect；Second of embodiment：Using frame structure, prefabricated post 1 is be hinged with precast beam 2, and the prefabricated post 1 in four corners and basis are firm
Connect, other prefabricated posts 1 are hinged with basis；The third embodiment：Using frame structure, prefabricated post 1 is be hinged with precast beam 2, institute
There are prefabricated post 1 and basic rigid connection；The building floor plan of mode is as shown in Figure 4 in above-mentioned 3；
4th kind of embodiment：Using the utility model wallboard and the combined member of framework, prefabricated post 1 in frame structure
It is hinged with basis, prefabricated post 1 is be hinged with precast beam 2, and precast beam 2 is be hinged with prefabricated panel 3, wherein, by described prefabricated panel 3
The position that the functions such as stair, toilet will not change is arranged on, building horizontal layout is not influenceed so, does not influence as far as possible
Frame space separates the characteristics of flexible, and specific building floor plan is as shown in Figure 5.
In Fig. 4 and Fig. 5, the square of filling is prefabricated post 1, and heavy line is prefabricated panel 3, and doublet is beam.Concrete analysis
As a result it 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 prefabricated post 1, be hinged while prefabricated post 1 is hinged with precast beam 2 with basis, this
The use of utility model is not only feasible while and necessary.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 1~3, the prefabricated panel 3 and frame
The combined member of frame is double-decker, and the top of prefabricated panel 3 on upper strata and bottom are connected by connector 4 with precast beam 2.Such as
This, prefabricated panel 3 and the component bonding strength in frame structure are more preferable, 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. 3, the two side ends of the prefabricated panel 3
Closely splice with prefabricated post 1 and be connected by connector 4 with prefabricated post 1, the precast beam 2 of the upper end of prefabricated panel 3 is formed
Concealed beam.In this way, prefabricated panel 3 and the prefabricated post 1 and precast beam 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. 6 and Fig. 7, 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 prefabricated post 1 and precast beam 2, it is described
First built-in fitting 5 and the second built-in fitting 6 are connected by bolt 8.In this way, be connected with precast beam 2 and prefabricated post 1 can for prefabricated panel 3
Lean on, the conduction of power between favourable prefabricated post 1 and precast beam 2 and prefabricated panel 3, while greatly improve field erected efficiency, carry
High construction speed.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 6, the prefabricated panel 3 is setting the
Gathering hole 7 is offered at one built-in fitting 5.The setting of gathering hole 7 be easily installed during by bolt 8 connect the first built-in fitting 5
With the second built-in fitting 6.It is preferred that such as Fig. 8, first built-in fitting 5 includes connecting plate 9 and the anchoring branch being fixed on connecting plate 9
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 Fig. 9, second built-in fitting 6 includes connecting
Fishplate bar 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 has
Anchor force of effect the second built-in fitting 6 of increase in prefabricated post 1 and precast beam 2, improves the first built-in fitting 5 and connects with prefabricated panel 3
The structural strength connect.
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 Fig. 7, the connecting plate 9 is fixedly connected with
The lengthening nut 14 being used cooperatively with the bolt 8, the end closure for lengthening nut 14, the other end are fixedly connected on connection
Plate 9 opens up the medial surface at jack hole 11, is inserted after first built-in fitting 5 of the connection of bolt 8 through the jack hole 11 described
Lengthen in nut 14.It is 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
Lengthen nut 14 to use as sleeve 13, when assembled, it is only necessary to open up gathering hole 7 at the first built-in fitting 5 and bolt 8 is connected into first
Inserted after built-in fitting 5 through the jack hole 11 in the lengthening nut 14, then tighten and connection can be achieved, it is easy to operate.
It should be noted that medial surface described herein refers to the side of the connecting plate 9 into prefabricated post 1 or precast beam 2.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 6, 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 prefabricated post 1
Or connected outside precast beam 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.
It is preferred that the branch sleeve is provided with anchoring supporting leg 10, the anchoring supporting leg 10 connects with branch sleeve square crossing
Connect.It is arranged such, branch sleeve can be effectively increased in prefabricated post 1 and the anchor force of precast plate girder, substantially increase adapter sleeve
Cylinder resistance to drawing ability, can effectively prevent under external force branch sleeve in precast beam 2 or prefabricated post 1 axially and radially
It is mobile, when branch sleeve and the first built-in fitting 5 being fastenedly connected such as swivel bolt 8.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 1 and Figure 10, the prefabricated post 1 is extremely
Few side is provided with bracket 15, and the precast beam 2 is overlapped on the bracket 15, and the precast beam 2 is overlapped on the bracket 15
One end be provided with patchhole 16, the bracket 15 is provided with anchoring piece 17, and described one end of anchoring piece 17 is anchored in the bracket 15,
The other end is inserted in the patchhole 16.The anchoring piece 17 on bracket 15 and on bracket 15 is overlapped on by precast beam 2 to insert
Prefabricated post 1 is formed effective dry type with precast beam 2 and is connected by the mode of the patchhole 16 in precast beam 2, in assembling process, when
After prefabricated post 1 is stood well, it is only necessary in the hoisting process of precast beam 2 by the lapping ends of precast beam 2 on prefabricated post 1 is arranged on
Anchoring piece 17 is caused to insert in the patchhole 16 in the precast beam 2 while on bracket 15, said structure is advantageous to pre-
The conduction of power between post 1 and precast beam 2 processed, while field erected efficiency is greatly improved, improve construction speed.On bracket 15
The mode of patchhole 16 inserted in precast beam 2 of anchoring piece 17 can not only realize being reliably connected for prefabricated post 1 and precast beam 2,
Simultaneously can operative constraint precast beam 2 end, it is ensured that beam-ends destroys under geological process smaller not to be destroyed even.
It should be noted that the settable bracket 15 of the one side or the multi-lateral of the prefabricated post 1, then by bracket 15 with it is more
Root precast beam 2 is connected, and such as the only side connection precast beam 2 of prefabricated post 1, such as Fig. 2, the relative two sides connection of prefabricated post 1 is prefabricated
Beam 2, the two adjacent sides connection precast beam 2 of prefabricated post 1, the three sides connection precast beam 2 or prefabricated post 1 of prefabricated post 1
Four sides be all connected with precast beam 2.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 1, it is perfused with the patchhole 16
Grouting material 18.In this way, anchoring piece 17 can be connected by grouting material 18 with precast beam 2 it is integral, and then increase bracket 15 with it is pre-
The globality of beam 2 processed, connection is more reliable, and the grouting material 18 is preferably mortar.Above-mentioned grouting way is only to play necessarily
Fastening effect, and carry out next installation operation again after having needed not wait for solidification, therefore have no effect on assembling speed.
Certainly, grouting material 18 can not be also perfused with patchhole 16, now, such as Figure 11, preferably in the precast beam 2
Top is provided with recess 19, and the patchhole 16 connects with the recess 19, and the anchoring piece 17 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 anchoring piece 17.Need to illustrate
, when recess 19 is circular, its diameter should be more than the size of the patchhole 16.The utility model is prefabricated by inserting
Prefabricated post 1 is formed effective dry type with precast beam 2 and is connected by anchoring piece 17 and fastener 20 in the patchhole 16 of beam 2.When
So most preferably mode fastens to be both in the milk further through fastener 20.It is preferred that anchoring piece 17 is screw rod, fastener 20 is nut 12, such as
This, constructing operation is more easy.
In addition, prefabricated post 1 and precast beam 2 can also use other articulated manners, such as Figure 12, such as it is provided with the prefabricated post 1
At least one preformed hole 21, at least one end of the precast beam 2 are embedded with the first attachment means 22, first attachment means 22
It is connected with prefabricated post 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 13 and Figure 16, the second attachment means 23, the second connection dress are embedded with the prefabricated post 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 described prefabricated
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 prefabricated post 1, it is described
End plate 24 is anchored at the second sidewall 27 of the prefabricated post 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 precast beam 2 is overlapped on the bracket 15.
Such as Figure 14 and Figure 17~18, or it is to be provided with bracket 15, the precast beam at least side of the prefabricated post 1
2 are overlapped on the bracket 15, and the bottom that the precast beam 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 15 and Figure 19~22, then nested arrangement 29, the nested arrangement are either embedded with the prefabricated post 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 precast beam 2 along the inner chamber of shell body 30, and the precast beam 2 is overlapped on described embedding
Enter on part 31.Nested arrangement 29 is embedded in prefabricated post 1 by the utility model in the prefabrication process of prefabricated post 1, is being assembled
Cheng Zhong, hoisting prefabricated post 1, after prefabricated post 1 is stood well, insert 31 is drawn to the outside of precast beam 2 from shell body 30, then hang
Fill precast beam 2 so that precast beam 2 is overlapped on the insert 31 and preferably formed with insert 31 and is reliably connected, above-mentioned
Prefabricated post 1 forms effective dry type by nested arrangement 29 with precast beam 2 and is connected in bean column node, wet-less operation, while is filling
Without cast-in-place concrete during matching somebody with somebody, cost savings, speed of application is fast, short construction period.It is using nested arrangement 29 that its is pre-buried
It is used to connect precast beam 2 in prefabricated post 1, insert 31 is embedded in shell body 30, without changing the shape of the mould of prefabricated post 1
Shape, nor affect on transport.
In actual mechanical process, such as Figure 19, when needing to be respectively provided with precast beam 2 in more sides of prefabricated post 1, such as prefabricated post
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 prefabricated post 1 is used to connect prefabricated post 1；When three side arrangement above precast beam 2 that need to be in prefabricated post 1, can be set multiple
Nested arrangement 29.
Such as Figure 21 and Figure 22, 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 prefabricated post 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 precast beam 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 prefabricated post 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 precast beam 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 10, the precast beam 2 is close to prefabricated
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 precast beam 2, i.e., bracket 15 now is hidden in formation hidden bracket 15 in precast beam 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 10, the bracket 15 and precast beam 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 precast beam 2, on the other hand pre-
Certain cushioning effect is played during 2 dropping place of beam processed, avoids the dropping place process of precast beam 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 precast beam 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 precast beam 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 precast beam.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 10, the bracket 15 and prefabricated post 1
One-piece casting is molded, and the prefabricated post 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 prefabricated post 1, when prefabricated post 1 passes through bracket 15 and the phase of precast beam 2
Lian Hou, globality is more preferable, is advantageous to bracket 15 and passes to prefabricated post 1 from the load with precast beam 2 by what is born.
On the basis of above-described embodiment, in another embodiment of the utility model, the anchoring piece 17 is anchor bar, described
Anchor bar is tapered, Y shape or T-shaped.In this way, the anchor force of the anchored end of connection anchoring element 17 can be increased substantially, can effectively carry
The anti-pulling ability of high anchoring piece 17, the utility model structure in the case where running into earthquake or other strong destructive power can be increased
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 anchoring piece 17 is extend into the locating part.It is arranged such, after the anchoring piece 17 is arranged in the locating part, grafting
Part can be accurately positioned, meanwhile, ship clearance can be reserved with locating part so that anchoring piece 17 can only be 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
Anchoring piece 17 described in the part clamping of position.It is reliably connected in this way, anchoring piece 17 is 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 anchoring piece 17 and causes the insecure of connecting node long afterwards, improves connecting node
Reliability.
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. the combined member of a kind of wallboard and framework, including the framework and prefabricated panel being made up of precast beam and prefabricated post, its
It is characterised by, the precast beam and prefabricated column articulated, the prefabricated panel has the ability for bearing vertical load and lateral resisting, institute
At least side for stating prefabricated panel is closely spliced with prefabricated post and is connected by connector with prefabricated post, the prefabricated panel
Closely splice with precast beam and be connected by connector with precast beam in top.
2. the combined member of wallboard according to claim 1 and framework, it is characterised in that the prefabricated panel and framework
Combined member is double-decker, and the prefabricated panel top on upper strata and bottom are connected by connector with precast beam.
3. the combined member of wallboard according to claim 1 and framework, it is characterised in that the two side ends of the prefabricated panel
Closely splice with prefabricated post and be connected by connector with prefabricated post, the precast beam of the prefabricated panel upper end forms concealed beam.
4. the combined member of the wallboard and framework according to claims 1 to 3 any one, it is characterised in that the connection
Part includes the first built-in fitting being anchored in prefabricated panel and the second built-in fitting being anchored in prefabricated post and precast beam, described
First built-in fitting and the second built-in fitting are bolted.
5. the combined member of wallboard according to claim 4 and framework, it is characterised in that the prefabricated panel is setting the
Gathering hole is offered at one built-in fitting.
6. the combined member of wallboard according to claim 5 and framework, it is characterised in that second built-in fitting includes connecting
Fishplate bar and the anchoring supporting leg being arranged on connecting plate, the connecting plate offer jack hole.
7. the combined member of wallboard according to claim 6 and framework, it is characterised in that the connecting plate is fixedly connected with
The lengthening nut being used cooperatively with the bolt, the end closure for lengthening nut, the other end are fixedly connected on connecting plate and opened
If the medial surface at jack hole, lengthened after the built-in fitting of bolt connection first through jack hole insertion is described in nut.
8. the combined member of wallboard according to claim 5 and framework, it is characterised in that second built-in fitting is connection
Sleeve, the branch sleeve offer the internal thread being used cooperatively with the bolt, the openend of the branch sleeve with it is prefabricated
Beam is outer or prefabricated post connects outside, is inserted after the built-in fitting of bolt connection first in the branch sleeve.
9. the combined member of wallboard according to claim 4 and framework, it is characterised in that at least side of the prefabricated post
Provided with bracket, the precast beam is overlapped on the bracket, and one end that the precast beam is overlapped on the bracket is provided with insertion
Hole, the bracket are provided with anchoring piece, and described anchoring piece one end is anchored in the bracket, are inserted in the hole described in other end insertion.
10. the combined member of wallboard according to claim 9 and framework, it is characterised in that described insert in the hole is perfused with
Grouting material.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720337933.9U CN207003724U (en) | 2017-03-31 | 2017-03-31 | A kind of combined member of wallboard and framework |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720337933.9U CN207003724U (en) | 2017-03-31 | 2017-03-31 | A kind of combined member of wallboard and framework |
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| Publication Number | Publication Date |
|---|---|
| CN207003724U true CN207003724U (en) | 2018-02-13 |
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| CN201720337933.9U Active CN207003724U (en) | 2017-03-31 | 2017-03-31 | A kind of combined member of wallboard and framework |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109372101A (en) * | 2018-08-20 | 2019-02-22 | 中民筑友科技投资有限公司 | A kind of assembly method of assembled interlayer arrangement concrete truss overhanging construction |
| CN111561072A (en) * | 2020-05-27 | 2020-08-21 | 广东中都建筑集团有限公司 | Assembled concrete frame shear wall structure |
-
2017
- 2017-03-31 CN CN201720337933.9U patent/CN207003724U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109372101A (en) * | 2018-08-20 | 2019-02-22 | 中民筑友科技投资有限公司 | A kind of assembly method of assembled interlayer arrangement concrete truss overhanging construction |
| CN111561072A (en) * | 2020-05-27 | 2020-08-21 | 广东中都建筑集团有限公司 | Assembled concrete frame shear wall structure |
| CN111561072B (en) * | 2020-05-27 | 2021-03-26 | 广东中都建筑集团有限公司 | Assembled concrete frame shear wall structure |
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Assignee: China Civil Architecture Friends Technology (Jiaozhou) Co., Ltd. Assignor: CHINA MINGSHENG DRAWIN TECHNOLOGY INVESTMENT CO., LTD. Contract record no.: 2018430000023 Denomination of utility model: Composite member of wallboard and frame Granted publication date: 20180213 License type: Common License Record date: 20190102 |
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Assignee: Nanning Zhongmin zhuyou Intelligent Manufacturing Technology Co., Ltd Assignor: CHINA MINGSHENG DRAWIN TECHNOLOGY INVESTMENT CO., LTD. Contract record no.: X2019430000004 Denomination of utility model: Composite member of wallboard and frame Granted publication date: 20180213 License type: Common License Record date: 20191105 |
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Assignee: Xiangxi Zhongmin zhuyou Technology Co., Ltd Assignor: CHINA MINGSHENG DRAWIN TECHNOLOGY INVESTMENT CO., LTD. Contract record no.: X2020430000002 Denomination of utility model: Composite member of wallboard and frame Granted publication date: 20180213 License type: Common License Record date: 20200305 |
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Address after: 5 / F, office building 2, Zhongmin zhuyou Co., Ltd., No. 10, Zhongshi Road, shaping street, Kaifu District, Changsha City, Hunan Province, 410000 Patentee after: Zhuyou Zhizao Technology Investment Co., Ltd Address before: 410205 comprehensive building in Hunan province Changsha Kaifu District, No. 30 Xingang Road, Changsha Jinxia bonded logistics center room 2005 Patentee before: CHINA MINGSHENG DRAWIN TECHNOLOGY INVESTMENT Ltd. |
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