CN207553612U - It is a kind of for the wallboard of low layer assembled architecture and the combined member of frame - Google Patents

It is a kind of for the wallboard of low layer assembled architecture and the combined member of frame Download PDF

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Publication number
CN207553612U
CN207553612U CN201720337932.4U CN201720337932U CN207553612U CN 207553612 U CN207553612 U CN 207553612U CN 201720337932 U CN201720337932 U CN 201720337932U CN 207553612 U CN207553612 U CN 207553612U
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China
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precast
prefabricated
frame
bracket
fitting
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CN201720337932.4U
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Chinese (zh)
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李昌州
陈定球
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Zhuyou Zhizao Technology Investment Co., Ltd
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China Mingsheng Drawin Technology Investment Co Ltd
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Abstract

The utility model discloses a kind of wallboards for low layer assembled architecture and the combined member of frame, including the frame and prefabricated panel being made of precast beam and prefabricated post, in the space that the prefabricated panel insertion prefabricated post and precast beam surround, the precast beam and prefabricated column articulated, the prefabricated panel has the ability for bearing vertical load and lateral resisting, the top of the prefabricated panel closely splices with precast beam and passes through connector and is connected with prefabricated post beam, and filling space is reserved between the two side ends and prefabricated post of the prefabricated panel.Component uses pure dry method connection mode in the technical program, precast beam and prefabricated post are hinged by dry type, prefabricated panel is connect with precast beam using connector, it is constructed can be continuously uninterrupted, considerably increases speed of application, shortens construction period, and 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, meets the requirements the stability of building entirety.

Description

It is a kind of for the wallboard of low layer assembled architecture and the combined member of frame
Technical field
The utility model belongs to building engineering field more particularly to a kind of wallboard and frame for low layer assembled architecture Combined member.
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, a kind of using 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 waste of tradition is big The human and material resources of amount, material power, and lead to a large amount 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 It pours or prestressing force connects, making, transport, installation cost are higher, moreover, existing frame structure center pillar and basis, beam column constant pitch Point is just to connect in succession, and such as column with basis, column and beam by the building of cast-in-place connection, every layer of construction needs that concrete is waited for reach Intensity could carry out next layer construction, construction period is relatively long, reduce assembling frame structure must build flexibility and Speed of application.
In conclusion it is urgent to provide a kind of construction can the continuously uninterrupted and period it is short, while meet construction requirement, Strength performance and shockproof requirements for the wallboard of low layer assembled architecture and the combined member of frame.
Utility model content
The purpose of this utility model be to provide a kind of construction can the continuously uninterrupted and period it is short, while meet construction It is required that, strength performance and shockproof requirements for the wallboard of low layer assembled architecture and the combined member of frame.
Above-mentioned purpose is to be achieved through the following technical solutions:It is a kind of for the wallboard of low layer assembled architecture and the group of frame Component is closed, including the frame and prefabricated panel being made of precast beam and prefabricated post, prefabricated panel insertion prefabricated post and pre- In the space that beam processed surrounds, the precast beam and prefabricated column articulated, the prefabricated panel, which has, bears vertical load and lateral resisting Ability, the top of the prefabricated panel closely splices with precast beam and passes through connector and is connected with prefabricated post beam, described prefabricated Filling space is reserved between the two side ends and prefabricated post of wallboard.
Component uses pure dry method connection mode in the technical program, and precast beam and prefabricated post are hinged by dry type, dry wall Plate is connect with precast beam using connector, and construction can be continuously uninterrupted, considerably increases speed of application, shortens construction week Phase.During assembling, the mode of traditional frame wall filled with masonry is different from, the prefabricated panel assembles together with frame, tool Body assembling process is installed successively from the bottom to top.Using the frame of pure dry method, the building system connected by the mode of being articulated and connected It is unstable system, globality and stability can not meet the requirement of antidetonation, and the utility model is introduced in frame structure and can be born The prefabricated panel of vertical load and lateral resisting ability, forms combined member, and frame structure passes through between precast beam and prefabricated panel Power transmission, since the horizontal anti-side rigidity of above-mentioned prefabricated panel is big, horizontal seismic force is undertaken by prefabricated panel, and frame structure is only held Vertical load is carried on a shoulder pole, meets the requirements the stability of building entirety.
Certainly, the stability for guarantee 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 frame knot Structure, later stage are gone along with sb. to guard him or are separated using filling wall.
Further, the combined member of the wallboard and frame is double-layer structure, and the prefabricated panel top on upper strata and bottom end are equal It is connected by connector with precast beam.In this way, prefabricated panel and the component bonding strength in frame structure are more preferable, can more ensure Build whole stability.
Further, at least side of the prefabricated post is equipped with bracket, and the precast beam is overlapped on the bracket, described pre- One end that beam processed is overlapped on the bracket, which is equipped with, is inserted into hole, and the bracket is equipped with anchoring piece, and described anchoring piece one end is anchored at In the bracket, insert 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 connect by the mode for entering the insertion hole in precast beam, in assembling process, when pre- After column processed is stood, it is only necessary in the hoisting process of precast beam by the lapping ends of precast beam on bracket on prefabricated post is arranged on While so that anchoring piece is inserted into inserting in the hole in the precast beam, above structure be conducive to prefabricated post and precast beam it Between power conduction, while greatly improve field erected efficiency, improve construction speed.Anchoring piece on bracket is inserted into precast beam In the mode in insertion hole 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 one side or the multi-lateral of the prefabricated post can set bracket, it is then pre- with more by bracket Beam processed is connected, such as prefabricated post only side connection precast beam, the opposite two sides connection precast beam of prefabricated post, the two-phase of prefabricated post Adjacent side connects precast beam, and three sides of prefabricated post connect precast beam 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 connect 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.
Certainly, also grouting material can not be perfused with inserting in the hole, at this point, it is preferred that being equipped on the top of the precast beam recessed Mouthful, the insertion hole is connected with the recess, and the anchoring piece passes through the insertion hole to stretch into the recess, in the recess Equipped with fastener, the fastener is connected with the anchoring piece.It should be noted that when recess is round, diameter should More than the size for being inserted into hole.The utility model will be pre- by the anchoring piece to insert in the hole and fastener for being inserted into precast beam Column processed forms effective dry type with precast beam and connect.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 equipped in the prefabricated post at least one pre- It boxes out, at least one end of the precast beam is embedded with the first attachment device, and first attachment device passes through bolt with prefabricated post Connection, the bolt are connected across the preformed hole with first attachment device.
For another example, the second attachment device is embedded in the prefabricated post, second attachment device is including end plate and extremely A few casing being fixedly connected with the end plate, described sleeve pipe connect the opposite the first side wall of the prefabricated post and the second side Wall is at least equipped with bracket in the first side wall of the prefabricated post, and the end plate is anchored at the second sidewall of the prefabricated post, institute Bracket is stated equipped 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 equipped with bracket in 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 equipped with buckling groove, the size of the buckling groove and the ruler of the bracket Very little to match, the bracket is embedded in the buckling groove.
Nested arrangement is either embedded in the prefabricated post again, the nested arrangement includes outer housing and insert, The insert is embedded in the outer housing and is slidably connected with outer housing, and the insert can be moved to along the inner cavity of outer housing 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 column, after prefabricated post is stood, 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 formation is reliably connected, and prefabricated post forms effective dry type by nested arrangement with precast beam and connect 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 is embedded in prefabricated post to connect precast beam, and insert is embedded in outer housing, without changing prefabricated post mould The shape of tool nor affects 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 outer housing 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 outer housing is equipped with limiting slot, and the insert is equipped with position-limitting pin, institute It states at the top of position-limitting pin in the embedded limiting slot.In this way, limiting slot plays certain guiding role, while limiting slot and limiting The cooperation of pin can avoid completely disengaging outer housing during insert sliding process, and ability is more it will be appreciated by the skilled person that will can rise To position-limiting action, the end of limiting slot is unable to the end of case extension body.
Further, the both ends open of the outer housing, the limiting slot extend along one end that outer housing is open to the other end, The end of the limiting slot is equipped with limit hole, and the insert is equipped with accommodating hole, elastic component, the limit are equipped in the accommodating hole Position pin is placed in accommodating hole and is connected with elastic component, is caught at the top of the position-limitting pin in the limit hole.In this way, installation When, when insert to be slided out to the outside of prefabricated post, when sliding into the end of limiting slot, limit hole is caught at the top of position-limitting pin In, play position-limiting action, it is ensured that during the dropping place of precast beam insert can neither to external cunning can not because collision to It is slipped into outer housing.It should be appreciated that the depth of limit hole should be more than the depth of limiting slot.
Further, the end of the limiting slot is equipped with card slot, and the top card of the position-limitting pin is accessed in the card slot.Such as This, during installation, when insert to be slided out to the outside of prefabricated post, when sliding into the end of limiting 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 external cunning during the dropping place of precast beam It collides and is slipped into outer housing.
It should be noted that beam-column hinged mode can be the arbitrary connection mode that can meet building requirements.
Further, the precast beam is equipped with notch close to the bottom of one end of prefabricated post, and the bracket is located at the notch It is interior.It is arranged such, it is ensured that make the not exposed bottom to precast beam of bracket, i.e., bracket at this time is hidden in the interior formation of precast beam secretly Bracket is conducive to later stage decoration, does not affect the appearance in this way.
Further, the stitching portion of the bracket and precast beam, which is equipped with, sits pulp layer or cushion.It is so set, on the one hand advantageous 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 damages, while in the case where pulp layer is sat in setting, can increase the caking property of bracket and precast beam Mosaic face, improves two The globality of person.
Further, the bracket top is equipped with bearing plate.So set, the firm of bracket and precast beam stitching section can be increased On the one hand degree improves the load performance of bracket, on the other hand can further avoid damaging bracket during precast beam dropping place.Institute State bearing plate can in assembling process postposition, also can be pre-buried in the prefabrication process of prefabricated component and bracket.
Further, the connector includes the first built-in fitting being anchored in prefabricated panel and is anchored in precast beam Second built-in fitting, first built-in fitting and the second built-in fitting are bolted.In this way, connect with precast beam can for prefabricated panel It leans on, the conduction of power between advantageous precast beam and prefabricated panel, while greatly improves field erected efficiency, improve construction speed Degree.
Further, the prefabricated panel offers gathering hole at the first built-in fitting of setting.The setting of gathering hole is convenient for peace The first built-in fitting and the second built-in fitting is 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 in the gathering hole.So set, it on the one hand can solve caused by reservation operations mouth On the other hand unsightly problem, after the slurry in gathering hole solidifies, can play the role of fixing bolt, avoid using year Limit long or external force under the influence of bolt looseness.Filling paste has no effect on construction speed at this time, 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.So set, anchor force of second built-in fitting in precast beam can be effectively increased, it is pre-buried to improve first The structural strength that part is connect with prefabricated panel.
Certainly, it will be appreciated by those skilled in the art that structure and position can be interchanged in the first built-in fitting and the second built-in fitting, The position that gathering hole opens up should also be as needing to be changed according to installation.
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, described to be bolted the first built-in fitting The jack hole is passed through to be inserted into the lengthening nut afterwards.It is arranged such, it is only necessary to set in prefabricated panel and be 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 The jack hole is passed through to be inserted into the lengthening nut after being bolted the first built-in fitting, then tighten and connection can be realized, grasp Make easy.
It should be noted that medial surface described herein refers to the side of the connecting plate into 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 with sleeve interference It closes.
Further, second built-in fitting is branch sleeve, and the branch sleeve is offered to be used cooperatively with the bolt Internal thread, connect outside the openend of the branch sleeve and precast beam, it is described to be bolted after the first built-in fitting described in insertion In branch sleeve.In this way, increasing prefabricated component is coupled tension ability, is conducive to the conduction of power between prefabricated component, meets building Construction quality and technical performance.
It is preferred that the branch sleeve is equipped with anchoring supporting leg, the anchoring supporting leg is connect with branch sleeve square crossing.Such as This setting, can be effectively increased anchor force of the branch sleeve in precast beam, substantially increase the resistance to drawing ability of branch sleeve, Branch sleeve axially and radially moving in precast beam under external force can be effectively prevent, such as rotates bolt by branch sleeve When being fastenedly connected with the first built-in fitting.
Further, the bracket and prefabricated post one-piece casting are molded, and the prefabricated post is equipped with girder rib, inside the bracket Equipped with stirrup, the girder rib is fixedly connected with the stirrup.So set, bracket is structure as a whole with prefabricated post, when prefabricated After column is connected by bracket with precast beam, globality is more preferable, be conducive to that bracket will bear from the transmission of the load of precast beam To prefabricated post.
Further, the anchoring piece is anchor bar, and the anchor bar is tapered, Y shape or T shapes.It 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 encounter earthquake or The stability of the utility model structure in the case of other strong destructive power.
Further, described insert in the hole can be equipped with locating part, and the anchoring piece is extend into the locating part.So set It puts, after the anchoring piece is set in the locating part, plug connector can be accurately positioned, meanwhile, richness can be reserved in locating part Remaining width so that anchoring piece can only be swung in scope of design, can play the role of energy-dissipating and shock-absorbing in this way.
Further, the locating part is board-like to limit, and the locating part is clamped the anchoring piece.In this way, anchoring piece and limit Position part formation is reliably connected.
Further, it is covered at the top of the locating part with antirusting paint.In this way, avoid year locating part and anchoring piece long afterwards It gets rusty and causes the insecure of connecting node, improve the reliability of connecting node.
Description of the drawings
The attached drawing for forming the part of the utility model is used to provide a further understanding of the present invention, this practicality is new The illustrative embodiments and their description of type do not form the improper restriction to the utility model for explaining the utility model.
Fig. 1 is the front section view of the combined member of the wallboard and frame involved by a kind of embodiment of the utility model;
Fig. 2 is a kind of floor plan of the building under embodiment;
Fig. 3 is the floor plan of the building under a kind of embodiment concrete application of the utility model;
Fig. 4 and Fig. 5 is respectively the connection status figure of a kind of embodiment precast beam of the utility model and prefabricated panel;
Fig. 6 is the structure diagram of the first built-in fitting involved by a kind of embodiment of the utility model;
Fig. 7 is the structure diagram of the first built-in fitting involved by a kind of embodiment of the utility model;
Fig. 8~13 are respectively the front section view of the bean column node involved by the utility model another embodiment;
Figure 14 is the structure diagram of the second attachment device involved in Figure 11;
Figure 15 is the sectional view in bean column node A-A faces involved in Figure 12;
Figure 16 is the end view of precast beam involved in Figure 12;
Figure 17 is the sectional view in bean column node A-A faces involved in Figure 13;
Figure 18 is the structure diagram of the nested arrangement involved by a kind of embodiment of the utility model;
Figure 19 is the structure diagram of the outer housing involved by a kind of embodiment of the utility model;
Figure 20 is the structure diagram of the insert involved by a kind of embodiment of the utility model.
In figure:
1 prefabricated post, 2 precast beam, 3 prefabricated panel, 4 connector
5 first 6 second built-in fitting of built-in fitting, 7 gathering hole, 8 bolt
9 connecting plates 10 anchoring supporting leg, 11 jack hole, 12 nut
13 sleeves 14 lengthen 15 bracket 16 of nut and are inserted into hole
17 anchoring piece, 18 grouting material, 19 recess, 20 fastener
21 preformed hole, 22 first 23 second attachment device of attachment device, 24 end plate
25 casing, 26 the first side wall, 27 second sidewall, 28 buckling groove
29 nested arrangement, 30 outer housing, 31 insert, 32 limiting slot
33 position-limitting pin, 34 limit hole, 35 notch 36 sits pulp layer
37 filling spaces
Specific 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 It states, the corresponding combination can be carried out to the feature in embodiment in this document and in different embodiments.
The utility model embodiment is as follows, with reference to Fig. 1, a kind of combination of wallboard and frame for low layer assembled architecture Component, including the frame being made of precast beam 2 and prefabricated post 1 and prefabricated panel 3, the prefabricated panel 3 is embedded in 1 He of prefabricated post In the space that precast beam 2 surrounds, the precast beam 2 and prefabricated post 1 are hinged, the prefabricated panel 3 have bear vertical load and The ability of lateral resisting, the top of the prefabricated panel 3 closely splice with precast beam 2 and pass through connector 4 and 1 beam phase of prefabricated post Even, filling space 37 is reserved between the two side ends of the prefabricated panel 3 and prefabricated post 1.Component is using pure in the technical program Dry method connection mode, precast beam 2 and prefabricated post 1 are hinged by dry type, and prefabricated panel 3 is connect with precast beam 2 using connector 4, It is constructed can be continuously uninterrupted, considerably increases speed of application, shortens construction period.During assembling, it is different from biography The mode of the frame wall filled with masonry of system, the prefabricated panel 3 assemble together with frame, and specific assembling process is pacified successively from the bottom to top Dress.Using the frame of pure dry method, the building system connected by articulated connection mode is unstable system, globality and stability The requirement of antidetonation can not be met, the utility model introduces in frame structure can bear the prefabricated of vertical load and lateral resisting ability Wallboard 3 forms combined member, and frame structure is by the power transmission between precast beam 2 and prefabricated panel 3, due to above-mentioned prefabricated panel 3 Horizontal anti-side rigidity it is big, horizontal seismic force is undertaken by prefabricated panel 3, and frame structure only undertakes vertical load, makes building whole Stability meet the requirements.
Certainly, the stability for guarantee 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 frame Structure, later stage are gone along with sb. to guard him or are separated using filling wall.
To verify the feasibility of the 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 hinged with precast beam 2, and all prefabricated posts 1 are cut with scissors with basis It connects;Second of embodiment:Using frame structure, prefabricated post 1 is hinged with precast beam 2, and the prefabricated post 1 of four corners and basis are firm It connects, other prefabricated posts 1 are hinged with basis;The third embodiment:Using frame structure, prefabricated post 1 is hinged with precast beam 2, institute There is prefabricated post 1 just to be connect with basis;The building floor plan of mode is as shown in Figure 2 in above-mentioned 3;
4th kind of embodiment:Using the utility model wallboard and the combined member of frame, prefabricated post 1 in frame structure It being hinged with basis, prefabricated post 1 is hinged with precast beam 2, and precast beam 2 is hinged with prefabricated panel 3, wherein, by the prefabricated panel 3 The position that the functions such as stair, toilet will not change is arranged on, building horizontal layout is not influenced in this way, does not influence as far as possible Frame space separates the characteristics of flexible, and specific building floor plan is as shown in Figure 3.
In Fig. 2 and Fig. 3, the rectangular of filling is prefabricated post 1, and heavy line is prefabricated panel 3, and doublet is beam.Concrete analysis The results are shown in table below:
Wherein, angle of displacement, that 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 and the hinged prefabricated post 1 simultaneously in basis hinged with precast beam 2, this The use of utility model is not only feasible, while is also necessary.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 1, the combination of the wallboard and frame Component is double-layer structure, and 3 top of prefabricated panel on upper strata and bottom end are connected by connector 4 with precast beam 2.It is in this way, prefabricated Wallboard 3 and the component bonding strength in frame structure are more preferable, can more ensure the whole stability of building.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 1 and Fig. 8, the prefabricated post 1 is extremely Few side is equipped 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 equipped with and be inserted into hole 16, the bracket 15 is equipped with anchoring piece 17, and described 17 one end of anchoring piece is anchored in the bracket 15, The other end is inserted into the insertion hole 16.The anchoring piece 17 on bracket 15 and on bracket 15 is overlapped on by precast beam 2 to be inserted into Prefabricated post 1 is formed effective dry type with precast beam 2 and connect by the mode in the insertion hole 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 be inserted into the insertion hole 16 in the precast beam 2 while on bracket 15, above structure is conducive to pre- The conduction of power between column 1 and precast beam 2 processed, while field erected efficiency is greatly improved, improve construction speed.On bracket 15 The mode in insertion hole 16 be inserted into 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 one side or the multi-lateral of the prefabricated post 1 can set bracket 15, 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, the opposite two sides of prefabricated post 1 connect precast beam 2, in advance The two adjacent sides connection precast beam 2 of column 1 processed, the three sides connection precast beam 2 of prefabricated post 1 or four sides of prefabricated post 1 Face is all connected with precast beam 2.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 8, described be inserted into hole 16 is perfused with Grouting material 18.In this way, anchoring piece 17 can be connect 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.
Certainly, also grouting material 18 can not be perfused in hole 16 is inserted into, such as Fig. 9, at this point, it is preferred that in the precast beam 2 Top is equipped with recess 19, and the insertion hole 16 is connected with the recess 19, and the anchoring piece 17 passes through the insertion hole 16 to stretch into In the recess 19, fastener 20 is equipped in the recess 19, the fastener 20 is connected with the anchoring piece 17.It needs to illustrate , when recess 19 is round, diameter should be more than the size for being inserted into hole 16.The utility model is prefabricated by being inserted into Prefabricated post 1 is formed effective dry type with precast beam 2 and connect by anchoring piece 17 and fastener 20 in the insertion hole 16 of beam 2.It is excellent Selecting anchoring piece 17, fastener 20 is nut 12, in this way, constructing operation is more easy for screw rod.
In addition, prefabricated post 1 and precast beam 2 can also use other articulated manners, such as Figure 10 is such as equipped in 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 device 22, first attachment device 22 It is connect with prefabricated post 1 by bolt 8, the bolt 8 is connected across the preformed hole 21 with first attachment device 22.
For another example, such as Figure 11 and Figure 14, the second attachment device 23, the second connection dress are embedded in the prefabricated post 1 It puts 23 and includes end plate 24 and at least one casing 25 being fixedly connected with the end plate 24, described sleeve pipe 25 connects described prefabricated The opposite the first side wall 26 of column 1 and second sidewall 27 are at least equipped with bracket 15 in the first side wall 26 of the prefabricated post 1, described End plate 24 is anchored at the second sidewall 27 of the prefabricated post 1, and the bracket 15 is equipped with gathering hole 7 and connecting hole, described sleeve pipe 25 are connect with the bracket 15 using bolt 8, and one end of the precast beam 2 is overlapped on the bracket 15.
Such as Figure 12 and Figure 15~16 or be at least side of the prefabricated post 1 be equipped with bracket 15, the precast beam 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 equipped 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 13 and Figure 17~20, then nested arrangement 29, the nested arrangement are either embedded in the prefabricated post 1 29 include outer housing 30 and insert 31, and the insert 31 is embedded in the outer housing 30 and is slidably connected with outer housing 30, The insert 31 can be moved to the outside of the precast beam 2 along the inner cavity of outer housing 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 Insert 31 after prefabricated post 1 is stood well, is drawn to the outside of precast beam 2, then hang by Cheng Zhong, hoisting prefabricated column 1 from outer housing 30 Fill precast beam 2 so that precast beam 2 is overlapped on the insert 31 and is preferably reliably connected with the formation of insert 31, above-mentioned Prefabricated post 1 forms effective dry type by nested arrangement 29 with precast beam 2 and connect in bean column node, wet-less operation, while is filling With without cast-in-place concrete, cost savings, speed of application is fast, short construction period in the process.It is using nested arrangement 29 that its is pre-buried For connecting precast beam 2 in prefabricated post 1, insert 31 is embedded in outer housing 30, without changing the shape of 1 mold of prefabricated post Shape nor affects on transport.
In actual mechanical process, such as Figure 17, 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 30 both ends of outer housing 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 set multiple Nested arrangement 29.
Such as Figure 19 and Figure 20, an at least madial wall for the outer housing 30 is equipped with limiting slot 32, and the insert 31 is set There is position-limitting pin 33,33 top of position-limitting pin is embedded in the limiting slot 32.In this way, limiting slot 32 plays certain guiding Effect, while limiting slot 32 and the cooperation of position-limitting pin 33 can avoid completely disengaging outer housing 30 during 31 sliding process of insert, Ability is more it will be appreciated by the skilled person that will position-limiting action can be played, the end of limiting slot 32 is unable to the end of case extension body 30.
The both ends open of the outer housing 30, the limiting slot 32 extend along one end that outer housing 30 is open to the other end, The end of the limiting slot 32 is equipped with limit hole 34, and the insert 31 is equipped with accommodating hole, elastic component is equipped in 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 limit hole 34 In.In this way, during installation, when insert 31 is slided out to the outside of prefabricated post 1, when sliding into the end of limiting slot 32, spacer pin 33 top of nail is caught in limit 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 external cunning because colliding into outer housing 30.It should be appreciated that the depth of limit hole 34 should be more than limiting slot 32 Depth.
The end of the limiting slot 32 is equipped with card slot, and the top card of the position-limitting pin 33 is accessed in the card slot.In this way, During installation, when insert 31 is slided out to the outside of prefabricated post 1, when sliding into the end of limiting slot 32,33 top of position-limitting pin 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 outer housing 30.
It should be noted that beam-column hinged mode can be the arbitrary connection mode that can meet building requirements.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 8, the precast beam 2 is close to prefabricated post The bottom of 1 one end is equipped with notch 35, and the bracket 15 is located in the notch 35.It is arranged such, it is ensured that make bracket 15 not The exposed bottom to precast beam 2, i.e., bracket 15 at this time are hidden in formation hidden bracket 15 in precast beam 2, are conducive to the later stage in this way Decoration, does not affect the appearance.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 8, the bracket 15 and precast beam 2 Stitching portion, which is equipped with, sits pulp layer 36 or cushion.So set, be on the one hand conducive to the leveling of precast beam 2, on the other hand prefabricated Certain cushioning effect is played during 2 dropping place of beam, 2 dropping place process of precast beam is avoided to damage component, while slurry is sat in setting In the case of layer 36, the caking property of bracket 15 and 2 Mosaic face of precast beam can be increased, improve the globality of the two.
On the basis of above-described embodiment, in another embodiment of the utility model, 15 top of bracket is equipped with bearing plate.Such as This setting can increase the rigidity of bracket 15 and 2 stitching section of precast beam, on the one hand improve 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 in assembling process postposition, 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 Fig. 4 and Fig. 5, 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 precast beam 2, first built-in fitting 5 and second built-in fitting 6 connected by bolt 8.In this way, prefabricated panel 3 is connect reliably with precast beam 2, advantageous precast beam 2 with it is prefabricated The conduction of power between wallboard 3, while field erected efficiency is greatly improved, improve construction speed.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 4 and Fig. 5, the prefabricated panel 3 exists It sets and offers gathering hole 7 at the first built-in fitting 5.The setting of gathering hole 7 is pre- by the connection of bolt 8 first during being easily installed 5 and second built-in fitting 6 of embedded part.It is preferred that such as Fig. 6, first built-in fitting 5 includes connecting plate 9 and the anchor being fixed on connecting plate 9 Clamped leg 10.
On the basis of above-described embodiment, in another embodiment of the utility model, slurry is filled in the gathering hole 7.Such as This setting, on the one hand can solve the problems, such as caused by reservation operations mouth 7 unsightly, on the other hand, when the slurry in gathering hole 7 coagulates Gu after, fixing bolt 8 can be played the role of, avoiding service life, bolt 8 loosens long or under the influence of external force.Filling paste at this time 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. 7, 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.So set, can have Effect increases anchor force of second built-in fitting 6 in precast beam 2, and it is strong to improve the structure that the first built-in fitting 5 is connect with prefabricated panel 3 Degree.
Certainly, it will be appreciated by those skilled in the art that structure and position can be interchanged in the first built-in fitting 5 and the second built-in fitting 6 It puts, the position that gathering hole 7 opens up should also be as needing to be changed according to installation.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 5, 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 into after first built-in fitting 5 of the connection of bolt 8 across the jack hole 11 described It lengthens in nut 14.It is arranged such, it is only necessary to it is set in prefabricated panel 3 and opens up gathering hole 7 at first built-in fitting 5, an end closure It lengthens 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 first It is inserted into the lengthening nut 14 across the jack hole 11 after built-in fitting 5, then tightens and connection can be realized, it is easy to operate.
It should be noted that medial surface described herein refers to the side of the connecting plate 9 into precast beam 2.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 4, 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 open 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 precast beam 2 Connection, the bolt 8 are inserted into after connecting the first built-in fitting 5 in the branch sleeve.Energy is tensed in this way, increasing prefabricated component and being coupled Power is conducive 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 equipped with anchoring supporting leg 10, the anchoring supporting leg 10 connects with branch sleeve square crossing It connects.So set, anchor force of the branch sleeve in precast beam 2 can be effectively increased, the resistance to drawing of branch sleeve is substantially increased Ability is pulled out, branch sleeve axially and radially moving in precast beam 2 under external force can be effectively prevent, such as rotates bolt 8 When branch sleeve and the first built-in fitting 5 are fastenedly connected.
On the basis of above-described embodiment, in another embodiment of the utility model, the bracket 15 and 1 one-piece casting of prefabricated post Molding, the prefabricated post 1 are equipped with girder rib, and the bracket 15 is internally provided with stirrup, and the girder rib is fixed with the stirrup to be connected It connects.So set, bracket 15 is structure as a whole with prefabricated post 1, it is whole after prefabricated post 1 is connected by bracket 15 with precast beam 2 Property is more preferable, is conducive 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 shapes.In this way, the anchor force of 17 anchored end of connection anchoring element can be increased substantially, can effectively carry The anti-pulling ability of high anchoring piece 17 can increase the utility model structure in the case where encountering earthquake or other strong destructive power Stability.
On the basis of above-described embodiment, in another embodiment of the utility model, locating part can be equipped in the insertion hole 16, The anchoring piece 17 is extend into the locating part.So set, after the anchoring piece 17 is set in the locating part, grafting Part can be accurately positioned, meanwhile, ship clearance can be reserved in locating part so that anchoring piece 17 can only be put in scope of design It is dynamic, energy-dissipating and shock-absorbing can be played the role of in this way.
On the basis of above-described embodiment, in another embodiment of the utility model, the locating part is limits board-like, the limit Position part is clamped the anchoring piece 17.In this way, anchoring piece 17 is reliably connected with locating part formation.
On the basis of above-described embodiment, in another embodiment of the utility model, locating part top antirusting paint into 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.
The above is only the preferred embodiment of the utility model, it is noted that for the common skill of the art For art personnel, under the premise of the utility model principle is not departed from, several 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. it is a kind of for the wallboard of low layer assembled architecture and the combined member of frame, including what is be made of precast beam and prefabricated post Frame and prefabricated panel, which is characterized in that described pre- in the space that the prefabricated panel is embedded in prefabricated post and precast beam surrounds Beam processed and prefabricated column articulated, the prefabricated panel have the ability for bearing vertical load and lateral resisting, the top of the prefabricated panel End closely splices with precast beam and passes through connector to be connected with prefabricated post beam, between the two side ends and prefabricated post of the prefabricated panel It is reserved with filling space.
It is 2. according to claim 1 for the wallboard of low layer assembled architecture and the combined member of frame, which is characterized in that At least side of the prefabricated post is equipped with bracket, and the precast beam is overlapped on the bracket, and the precast beam is overlapped on described One end on bracket, which is equipped with, is inserted into hole, and the bracket is equipped with anchoring piece, and described anchoring piece one end is anchored in the bracket, another End inserts in the hole described in being inserted into.
It is 3. according to claim 2 for the wallboard of low layer assembled architecture and the combined member of frame, which is characterized in that Described insert in the hole is perfused with grouting material.
4. according to claims 1 to 3 any one for the wallboard of low layer assembled architecture and the combined member of frame, It is characterized in that, the connector includes the first built-in fitting being anchored in prefabricated panel and be anchored in precast beam second Built-in fitting, first built-in fitting and the second built-in fitting are bolted.
It is 5. according to claim 4 for the wallboard of low layer assembled architecture and the combined member of frame, which is characterized in that The prefabricated panel offers gathering hole at the first built-in fitting of setting.
It is 6. according to claim 5 for the wallboard of low layer assembled architecture and the combined member of frame, which is characterized in that Second built-in fitting includes connecting plate and the anchoring supporting leg being arranged on connecting plate, the connecting plate offer jack hole.
It is 7. according to claim 6 for the wallboard of low layer assembled architecture and the combined member of frame, which is characterized in that The connecting plate is fixedly connected with the lengthening nut being used cooperatively with the bolt, and the end closure for lengthening nut is another End is fixedly connected on connecting plate and opens up medial surface at jack hole, it is described be bolted the first built-in fitting after pass through the jack hole It is inserted into the lengthening nut.
It is 8. according to claim 5 for the wallboard of low layer assembled architecture and the combined member of frame, which is characterized in that Second built-in fitting is branch sleeve, and the branch sleeve offers the internal thread being used cooperatively with the bolt, the company Connected outside the openend of female connector cylinder and precast beam, it is described be bolted the first built-in fitting after be inserted into the branch sleeve.
It is 9. according to claim 3 for the wallboard of low layer assembled architecture and the combined member of frame, which is characterized in that The bracket is molded with prefabricated post one-piece casting, and the prefabricated post is equipped with girder rib, and the bracket is internally provided with stirrup, the purlin Frame muscle is fixedly connected with the stirrup.
10. according to claim 9 exist for the wallboard of low layer assembled architecture with the combined member of frame, feature In described insert in the hole can be equipped with locating part, and the anchoring piece is extend into the locating part.
CN201720337932.4U 2017-03-31 2017-03-31 It is a kind of for the wallboard of low layer assembled architecture and the combined member of frame Active CN207553612U (en)

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Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109281478A (en) * 2018-08-20 2019-01-29 中民筑友有限公司 A kind of assembly method of shear wall-concrete truss overhanging construction
CN109281395A (en) * 2018-08-20 2019-01-29 中民筑友科技投资有限公司 A kind of assembly method of assembly concrete truss building
CN109372100A (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 assembly concrete truss shear wall building
CN109372266A (en) * 2018-08-20 2019-02-22 中民筑友有限公司 A kind of assembly method of interlayer cantilevered concrete truss formula building
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
CN109386054A (en) * 2018-12-16 2019-02-26 北京工业大学 The prefabricated assembled beam column T-section point of soap-free emulsion polymeization
CN109779040A (en) * 2018-12-26 2019-05-21 上海建工集团股份有限公司 Prefabricated assembled light-duty wooden and its installation method

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109281478A (en) * 2018-08-20 2019-01-29 中民筑友有限公司 A kind of assembly method of shear wall-concrete truss overhanging construction
CN109281395A (en) * 2018-08-20 2019-01-29 中民筑友科技投资有限公司 A kind of assembly method of assembly concrete truss building
CN109372100A (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 assembly concrete truss shear wall building
CN109372266A (en) * 2018-08-20 2019-02-22 中民筑友有限公司 A kind of assembly method of interlayer cantilevered concrete truss formula building
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
CN109281395B (en) * 2018-08-20 2021-01-05 中民筑友科技投资有限公司 Assembly method of assembly type concrete truss building
CN109372100B (en) * 2018-08-20 2021-02-05 中民筑友科技投资有限公司 Assembly method of assembly type concrete truss shear wall building
CN109281478B (en) * 2018-08-20 2021-04-09 中民筑友有限公司 Assembly method of shear wall-concrete truss cantilever type building
CN109386054A (en) * 2018-12-16 2019-02-26 北京工业大学 The prefabricated assembled beam column T-section point of soap-free emulsion polymeization
CN109779040A (en) * 2018-12-26 2019-05-21 上海建工集团股份有限公司 Prefabricated assembled light-duty wooden and its installation method
CN109779040B (en) * 2018-12-26 2020-11-27 上海建工集团股份有限公司 Prefabricated light wood structure and mounting method thereof

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