CN206815666U - A kind of connecting node of multilayer wallboard and wallboard and floor - Google Patents
A kind of connecting node of multilayer wallboard and wallboard and floor Download PDFInfo
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- CN206815666U CN206815666U CN201720338294.8U CN201720338294U CN206815666U CN 206815666 U CN206815666 U CN 206815666U CN 201720338294 U CN201720338294 U CN 201720338294U CN 206815666 U CN206815666 U CN 206815666U
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- wallboard
- bracket
- multilayer
- floor slab
- precast floor
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Abstract
The utility model belongs to building engineering field, specifically disclose a kind of connecting node of multilayer wallboard and wallboard and floor, the first bracket is provided with the middle part of the plate face of the multilayer wallboard, first bracket is used to connect precast floor slab, and the multilayer wallboard has the ability for bearing vertical load.Wallboard multilayer integral preform is set the first bracket, to shelve precast floor slab by the utility model at floor height, construction is more easy, reduce the splicing of floor gap prefabricated panel, especially Side fascia i.e. without the direct horizontally-spliced seam of upper and lower Side fascia, the seepage problem prevented.
Description
Technical field
The utility model belongs to building engineering field, more particularly to the connection section of a kind of multilayer wallboard and wallboard and floor
Point.
Background technology
Assembling frame structure can greatly improve construction ability and construction speed, be ensured while saving a large amount of labours
Build guality.The prefabricated components factorial praluction of assembled architecture, Assembling, thus energy factory normalization production, quality can
Control, efficient quick, material economy is without waste, production scene and job site non-environmental-pollution.But in the prior art, assembling
In formula building in the assembling process of prefabricated component, the connected mode of floor and wallboard is cast-in-place, such as shear wall and floor
Connection, for stable connection, floor would generally use laminated floor slab, i.e., pour one layer of in-situ layer again on the top of precast floor slab,
Speed of application is so had a strong impact on, reduces efficiency of construction, while cast in situs will inevitably carry out the behaviour such as formwork, concreting
Make, cause job site to complicate, cause to add construction cost while potential safety hazard, another floor and wallboard use
Dry type connects.As patent CN205917863U discloses a kind of connecting node of wallboard and floor, including horizontally disposed floor
And vertically arranged Side fascia, the Side fascia include the upper Side fascia connected by vertical connector and lower Side fascia, institute
State floor to be arranged between Side fascia and lower Side fascia, floor is provided with jack hole, and the vertical connector passes through jack hole
Upper Side fascia is connected with lower Side fascia integral, one end of the floor is encorbelmented to Side fascia, and the floor top is set
There is waterproof tongue and groove, the floor slab bottoms on the outside of Side fascia are provided with drip.The technical scheme of the patent is complicated, and applies
Work is relatively complicated, while splicing seams be present between upper and lower two blocks of wallboards, and the risk of infiltration is then certainly existed as Side fascia.
In summary, need badly and a kind of wallboard and wallboard that can effectively simplify the construction technology that wallboard assembles with floor is provided
With the connecting node of floor.
Utility model content
The purpose of this utility model, which is to provide to need badly, provides a kind of construction technology that can effectively simplify wallboard and be assembled with floor
Wallboard and the connecting node of wallboard and floor.
Above-mentioned purpose is to be achieved through the following technical solutions:A kind of multilayer wallboard, the plate face middle part of the multilayer wallboard are set
There is the first bracket, first bracket is used to connect precast floor slab, and the multilayer wallboard has the ability for bearing vertical load.This
Wallboard multilayer integral preform is set the first bracket by utility model at floor height, and to shelve precast floor slab, construction is more simple
Just, it is directly horizontally-spliced without upper and lower Side fascia to reduce the splicing of floor gap prefabricated panel, especially Side fascia
Seam, the seepage problem prevented.Certainly, this multilayer floor slab is mainly used in low-rise building, such as villa.Simultaneously in fabric structure
In, this multilayer floor slab serves the effect of prefabricated post to a certain extent, and it can not only bear the ability of vertical load, have simultaneously
The effect for the antiseismic side force that standby prefabricated post does not possess, in actual application, it need to only needed in constructure body structure
The structure position to be strengthened sets the utility model, preferably at least arranges one along the vertical and horizontal of the fabric structure
Block, at least one piece of prefabricated panel being longitudinally arranged is connected with the prefabricated panel of at least one piece lateral arrangement, and is symmetrical arranged, wall
Other positions use common filling wall.
Further, an at least side for the multilayer wallboard is provided with the second bracket for being used for connecting precast beam.In this way, this reality
It can not only be overlapped floor with new while precast beam can be overlapped, you can any position being arranged in the structure of building,
Increase its scope of application.
Further, an at least side for the multilayer wallboard is embedded with connector.The pre-buried company in one side of multilayer wallboard
The connection that fitting is used between the multilayer wallboard, so, increases the globality of fabric structure, is advantageous to improve its shock resistance
Energy.
Further, the connector includes connecting plate and the anchoring supporting leg that is arranged on connecting plate, on the connecting plate
Provided with connecting hole, gathering hole is reserved with the built-in connection.In assembling process, bolt is passed through into connecting hole, then tightened
Bolt so that the connection of connector fastening is integral, and then shearing force can be transmitted by connector between multilayer floor slab.Anchor supporting leg
Setting can be effectively increased anchor force of the connector in prefabricated component, improve the structural strength that connector is connected with prefabricated component.
The operation being provided with during beneficial to the bolt connection connector construction of gathering hole.
Further, first bracket is molded with the multilayer wallboard one-piece casting, is embedded with and is worn in first bracket
Plug-in unit, described interspersed part one end are anchored in the first bracket, and the other end extend out to the top of first bracket.In assembling process
In, after multilayer wallboard is vertical good, it is only necessary to by the lapping ends of precast floor slab in the first bracket in the hoisting process of precast floor slab
Interspersed part was caused to insert in the inserting hole in the precast floor slab while upper.
Further, girder rib is provided with the multilayer wallboard, is provided with stirrup inside first bracket, the girder rib and
The stirrup is fixedly connected.It is arranged such, the first bracket is structure as a whole with multilayer wallboard, when multilayer wallboard passes through the first bracket
After being connected with precast floor slab, globality is more preferable, and being advantageous to the first bracket will bear from the load transmission with precast beam floor
To multilayer wallboard.
Further, first bracket is metal bracket, and the metal bracket top is provided with interspersed part.Using metal bracket
Mould in the casting process of multilayer wallboard is more simple, and construction is more easy, pre- preferably in the casting process of multilayer wallboard
Built-in fitting is embedded with, is fixedly connected with metal bracket with built-in fitting in the installation process of metal bracket.
To achieve the above object, the utility model also provides a kind of connecting node of wallboard and floor, including above-mentioned any
Multilayer wallboard and at least one block of precast floor slab, the precast floor slab described in one are overlapped on first bracket.Intermediate layer
One end of precast floor slab be overlapped on the first bracket in the middle part of multilayer wallboard, the other end is needed according to installation or specific building
Structural form, can be overlapped on beam, can also be overlapped on the first bracket in the middle part of another piece of multilayer wallboard, when there is three layers
When, can multilayer floor slab plate face between the upper and lower away from two the first brackets are set, the precast floor slab of top layer can directly be held on more
The top of layer wallboard.
Further, the precast floor slab is provided with jack hole, and the interspersed part, which is worn, connects the jack hole.In assembling process,
After multilayer wallboard is vertical good, it is only necessary in the hoisting process of precast floor slab by the lapping ends of precast floor slab on the first bracket
Interspersed part is caused to insert in the inserting hole in the precast floor slab simultaneously.Said structure is advantageous to multilayer wallboard and prefabricated building
The conduction of power between plate, while field erected efficiency is greatly improved, improve construction speed.Interspersed part on first bracket is inserted
Being reliably connected for precast floor slab and multilayer wallboard can not only be realized by entering the mode of the patchhole in precast floor slab, while can effectively about
The end of beam precast floor slab, it is ensured that floor end is destroyed under geological process smaller not to be destroyed even.
Further, it is perfused with grouting material in the jack hole.Connect in this way, fitting can will be worn by grouting material with precast floor slab
Entirety is connected into, and then increases the globality of the first bracket and precast floor slab, connection is more reliable, and the grouting material is preferably sand
Slurry.
Further, the stitching portion of first bracket and precast floor slab, which is provided with, sits pulp layer or cushion.It is arranged such, a side
Face is advantageous to the leveling of precast floor slab, on the other hand plays certain cushioning effect in precast floor slab dropping place, avoids prefabricated building
Plate dropping place process causes to damage to component, while in the case where setting seat pulp layer, can increase by the first bracket and be spelled with precast floor slab
The caking property of junction, improve the globality of the two.
Further, the first bracket top is provided with bearing plate.It is arranged such, can increases by the first bracket and be spelled with precast floor slab
The rigidity of socket part, the load performance of the first bracket is on the one hand improved, when on the other hand can further avoid precast floor slab dropping place pair
Bracket damages.The bearing plate can be rearmounted in assembling process, also can be in the prefabricated mistake of multilayer wallboard and the first bracket
It is pre-buried in journey.
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 and Fig. 2 is respectively the structural representation of the multilayer wallboard involved by a kind of embodiment of the utility model;
Fig. 3 is the structural representation of connector involved in Fig. 1;
Fig. 4 is that the attachment structure of the multilayer wallboard and precast beam involved by the utility model another embodiment is illustrated
Figure;
Fig. 5 and Fig. 6 is respectively showing for the connecting node of the wallboard and floor involved by a kind of embodiment of the utility model
It is intended to;
Fig. 7 is the diagrammatic cross-section of the connecting node of the wallboard and floor involved by a kind of embodiment of the utility model.
In figure:
The bracket of 1 multilayer wallboard, 2 precast floor slab, 3 first bracket 4 second
The connecting plate 7 of 5 connector 6 anchors the connecting hole of supporting leg 8
9 jack holes 10 wear the precast beam of 11 grouting material of fitting 12
13 gathering holes
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, referring to Figures 1 and 2, a kind of multilayer wallboard 1, in the plate face of the multilayer wallboard 1
Portion is provided with the first bracket 3, and first bracket 3 is used to connect precast floor slab 2, and the multilayer wallboard 1, which has, bears vertical load
Ability.The utility model is by wallboard multilayer integral preform, the first bracket 3 of setting at floor height, to shelve precast floor slab 2,
Construction is more easy, and it is direct without upper and lower Side fascia to reduce the splicing of floor gap prefabricated panel, especially Side fascia
Horizontally-spliced seam, the seepage problem prevented.Certainly, this multilayer floor slab is mainly used in low-rise building, such as villa.Building simultaneously
In thing structure, this multilayer floor slab serves the effect of prefabricated post to a certain extent, and it can not only bear the ability of vertical load,
The effect for the antiseismic side force that prefabricated post does not possess is provided simultaneously with, in actual application, in constructure body structure only
Need to need the structure position that strengthen that the utility model is set, preferably along the fabric structure vertical and horizontal at least
One piece of arrangement, at least one piece of prefabricated panel being longitudinally arranged is connected with the prefabricated panel of at least one piece lateral arrangement, and symmetrically sets
Put, other positions of wall use common filling wall.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 4, at least the one of the multilayer wallboard 1
Side is provided with the second bracket 4 for being used for connecting precast beam 12.In this way, the utility model can not only overlap floor while can take
Connect precast beam 12, you can any position being arranged in the structure of building, increase its scope of application.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 1, at least the one of the multilayer wallboard 1
Side is embedded with connector 5.The connection that the pre-buried connector 5 in one side of multilayer wallboard 1 is used between the multilayer wallboard 1,
So, increase the globality of fabric structure, be advantageous to improve its anti-seismic performance.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 3, the connector 5 includes connecting plate
6 and the anchoring supporting leg 7 that is arranged on connecting plate 6, the connecting plate 6 is provided with connecting hole 8, pre- at the built-in connection 5
Leave gathering hole 13.In assembling process, bolt is passed through into connecting hole 8, then tightens bolt so that the connection that connector 5 fastens
It is integral, then shearing force can be transmitted by connector 5 between multilayer floor slab.The setting of anchoring supporting leg 7 can be effectively increased connector 5
Anchor force in prefabricated component, improve the structural strength that connector 5 is connected with prefabricated component.Gathering hole 13 is provided with beneficial to spiral shell
Tether operation construction during connecting connector 5.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 1, first bracket 3 with it is described more
Layer wallboard 1 one-piece casting is molded, and is embedded with interspersed part in first bracket 3, described interspersed part one end is anchored at the first bracket 3
Interior, the other end extend out to the top of first bracket 3.In assembling process, after multilayer wallboard 1 is vertical good, it is only necessary to prefabricated
The lapping ends of precast floor slab 2 make it that interspersed part insertion is described pre- while on the first bracket 3 in the hoisting process of floor 2
In inserting hole in floor 2 processed.
On the basis of above-described embodiment, in another embodiment of the utility model, girder rib is provided with the multilayer wallboard 1,
The inside of first bracket 3 is provided with stirrup, and the girder rib is fixedly connected with the stirrup.Be arranged such, the first bracket 3 with it is more
Layer wallboard 1 is structure as a whole, and after multilayer wallboard 1 is connected by the first bracket 3 with precast floor slab 2, globality is more preferable, is advantageous to
First bracket 3 will bear to pass to multilayer wallboard 1 from the load with the floor of precast beam 12.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 5~7, first bracket 3 is gold
It is born in the year of cattle leg, the metal bracket top is provided with interspersed part.Using the mould in the casting process of metal bracket multilayer wallboard 1 more
Simply, construct more easy, built-in fitting, the installation process of metal bracket are preferably embedded with the casting process of multilayer wallboard 1
It is middle to be fixedly connected with metal bracket with built-in fitting.
To achieve the above object, the utility model also provides a kind of connecting node of wallboard and floor, and embodiment is as follows, such as
Fig. 5~7, including multilayer wallboard 1 described in above-mentioned any one and at least one block of precast floor slab 2, the precast floor slab 2 are overlapped on
On first bracket 3.One end of the precast floor slab 2 in intermediate layer is overlapped on first bracket 3 at the middle part of multilayer wallboard 1, another
End is needed according to installation or the structural form of specific building, can be overlapped on beam, can also be overlapped on another piece of multilayer wallboard 1
On first bracket 3 at middle part, when there is three layers, can multilayer floor slab plate face between the upper and lower away from set two the first brackets 3, top layer
Precast floor slab 2 can directly be held on the top of multilayer wallboard 1.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 7, the precast floor slab 2 is provided with to wear and connect
Hole 9, the interspersed part, which is worn, connects the jack hole 9.In assembling process, after multilayer wallboard 1 is vertical good, it is only necessary in precast floor slab 2
Hoisting process in the lapping ends of precast floor slab 2 are caused while on the first bracket 3 interspersed part insert the prefabricated building
In inserting hole in plate 2.Said structure is advantageous to the conduction of power between multilayer wallboard 1 and precast floor slab 2, while carries significantly
High field erected efficiency, improves construction speed.The patchhole that interspersed part on first bracket 3 is inserted in precast floor slab 2
Mode can not only realize being reliably connected for precast floor slab 2 and multilayer wallboard 1, at the same can operative constraint precast floor slab 2 end, really
Protect floor end and destroyed under geological process and smaller do not destroyed even.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 7, it is perfused with the jack hole 9
Slurry 11.In this way, by grouting material 11 will can wear fitting 10 be connected with precast floor slab 2 it is integral, and then increase the first bracket 3 with
The globality of precast floor slab 2, connection is more reliable, and the grouting material 11 is preferably mortar.
On the basis of above-described embodiment, in another embodiment of the utility model, first bracket 3 and precast floor slab 2
Stitching portion, which is provided with, sits pulp layer or cushion.It is arranged such, is on the one hand advantageous to the leveling of precast floor slab 2, on the other hand prefabricated
Certain cushioning effect is played during 2 dropping place of floor, avoids the dropping place process of precast floor slab 2 from causing to damage to component, while setting
In the case of sitting pulp layer, the first bracket 3 and the caking property of the Mosaic face of precast floor slab 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 the first bracket 3 is provided with pressure-bearing
Plate.It is arranged such, the first bracket 3 and the rigidity of the stitching section of precast floor slab 2 can be increased, on the one hand improves the pressure-bearing of the first bracket 3
Performance, it on the other hand can further avoid damaging bracket during 2 dropping place of precast floor slab.The bearing plate can assemble
It is rearmounted in journey, also can be pre-buried in the prefabrication process of the bracket 3 of multilayer wallboard 1 and first.
Described above is only preferred embodiment of the present utility model, it is noted that for the common skill of the art
For art personnel, on the premise of the utility model principle is not departed from, some improvements and modifications can also be made, these improve and
Retouching also should be regarded as the scope of protection of the utility model.
Claims (10)
1. a kind of multilayer wallboard, it is characterised in that be provided with the first bracket, first bracket in the middle part of the plate face of the multilayer wallboard
For connecting precast floor slab, the multilayer wallboard has the ability for bearing vertical load.
2. multilayer wallboard according to claim 1, it is characterised in that an at least side for the multilayer wallboard, which is provided with, to be used for
Connect the second bracket of precast beam.
3. multilayer wallboard according to claim 1, it is characterised in that an at least side for the multilayer wallboard is embedded with company
Fitting.
4. multilayer wallboard according to claim 3, it is characterised in that the connector includes connecting plate and the company of being arranged on
Anchoring supporting leg on fishplate bar, the connecting plate are provided with connecting hole, gathering hole are reserved with the built-in connection.
5. according to the multilayer wallboard described in Claims 1 to 4 any one, it is characterised in that first bracket with it is described more
Layer wallboard one-piece casting is molded, and interspersed part is embedded with first bracket, and described interspersed part one end is anchored in the first bracket,
The other end extend out to the top of first bracket.
6. multilayer wallboard according to claim 5, it is characterised in that it is provided with girder rib in the multilayer wallboard, described the
Stirrup is provided with inside one bracket, the girder rib is fixedly connected with the stirrup.
7. according to the multilayer wallboard described in Claims 1 to 4 any one, it is characterised in that first bracket is metal ox
Leg, the metal bracket top are provided with interspersed part.
8. the connecting node of a kind of wallboard and floor, it is characterised in that including the multilayer described in claim 1~7 any one
Wallboard and at least one block of precast floor slab, the precast floor slab are overlapped on first bracket.
9. the connecting node of a kind of wallboard and floor, it is characterised in that including the multilayer described in claim 5~7 any one
Wallboard and at least one block of precast floor slab, the precast floor slab are overlapped on first bracket, and the precast floor slab is provided with to wear and connect
Hole, the interspersed part, which is worn, connects the jack hole.
10. the connecting node of wallboard according to claim 9 and floor, it is characterised in that be perfused with the jack hole
Grouting material.
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CN201720338294.8U CN206815666U (en) | 2017-03-31 | 2017-03-31 | A kind of connecting node of multilayer wallboard and wallboard and floor |
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CN201720338294.8U CN206815666U (en) | 2017-03-31 | 2017-03-31 | A kind of connecting node of multilayer wallboard and wallboard and floor |
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Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
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CN106894573A (en) * | 2017-03-31 | 2017-06-27 | 中民筑友科技投资有限公司 | A kind of connecting node of multilayer wallboard and wallboard and floor |
CN108915101A (en) * | 2018-08-10 | 2018-11-30 | 深圳市清华苑建筑与规划设计研究有限公司 | A kind of out-hung panel water proof structure |
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 |
CN109577514A (en) * | 2019-01-16 | 2019-04-05 | 上海中森建筑与工程设计顾问有限公司 | Prefabricated sandwich heat preservation exterior wall with dried hanging hang structure |
CN111705952A (en) * | 2020-05-27 | 2020-09-25 | 中博建设工程集团有限公司 | Building wallboard mounting structure and construction process thereof |
CN114232811A (en) * | 2021-12-10 | 2022-03-25 | 上海应用技术大学 | Dry-type connecting joint for assembled concrete shear wall and floor support plate and construction method thereof |
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2017
- 2017-03-31 CN CN201720338294.8U patent/CN206815666U/en active Active
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106894573A (en) * | 2017-03-31 | 2017-06-27 | 中民筑友科技投资有限公司 | A kind of connecting node of multilayer wallboard and wallboard and floor |
CN108915101A (en) * | 2018-08-10 | 2018-11-30 | 深圳市清华苑建筑与规划设计研究有限公司 | A kind of out-hung panel water proof structure |
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 |
CN109372266B (en) * | 2018-08-20 | 2021-07-30 | 中民筑友有限公司 | Assembling method of interlayer overhanging concrete truss type building |
CN109577514A (en) * | 2019-01-16 | 2019-04-05 | 上海中森建筑与工程设计顾问有限公司 | Prefabricated sandwich heat preservation exterior wall with dried hanging hang structure |
CN111705952A (en) * | 2020-05-27 | 2020-09-25 | 中博建设工程集团有限公司 | Building wallboard mounting structure and construction process thereof |
CN114232811A (en) * | 2021-12-10 | 2022-03-25 | 上海应用技术大学 | Dry-type connecting joint for assembled concrete shear wall and floor support plate and construction method thereof |
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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: Room 2005, complex building, Changsha Jinxia bonded logistics center, No. 30, Xingang Road, Kaifu District, Changsha City, Hunan Province, 410205 Patentee before: Zhongmin Zhuyou Technology Investment Co.,Ltd. |