CN207525937U

CN207525937U - Dry wall and the assembled architecture using the dry wall

Info

Publication number: CN207525937U
Application number: CN201721635920.6U
Authority: CN
Inventors: 辛海洋
Original assignee: Individual
Current assignee: Individual
Priority date: 2017-11-30
Filing date: 2017-11-30
Publication date: 2018-06-22
Anticipated expiration: 2027-11-30

Abstract

A kind of assembled architecture the utility model is related to dry wall and using the dry wall, assembled architecture includes at least two dry walls, dry wall includes at least two spaced apart bearing columns and the combined wall board being set between adjacent bearing column, combined wall board includes two panels and the insulating layer being set between two panels, is linked together between two bearing columns of correspondence of two dry walls by screw rod connection component.The utility model solves the problems, such as to be affected by outdoor environment when scene assembles wall in the prior art.

Description

Dry wall and the assembled architecture using the dry wall

Technical field

Assembled architecture the utility model is related to the dry wall in building field and using the dry wall.

Background technology

In traditional architecture field, scene is required for assemble wall, scene assembles wall and not only results in certain environment dirt Dye, scene assemble wall and can be also affected by outdoor environment, and sleety weather, hot weather or strong wind weather can all influence to construct Progress, the construction efficiency of whole building are relatively low.

Invention content

The purpose of this utility model is to provide a kind of dry wall, by family when with solution, scene assembles wall in the prior art The problem of external environment is affected；The purpose of this utility model, which also resides in, provides a kind of assembled architecture using the dry wall.

In order to solve the above technical problems, the technical solution of assembled architecture is as follows in the utility model：

Assembled architecture, including at least two dry walls, dry wall include at least two spaced apart bearing columns and The combined wall board being set between adjacent bearing column, combined wall board include two panels and the guarantor being set between two panels Warm layer is linked together by screw rod connection component between two bearing column of correspondence of two dry walls.

The fin submerged in insulating layer is provided on the opposite flank of two panels of dry wall.

Each dry wall further includes the spandrel girder being set at the top of corresponding bearing column, and bearing column and spandrel girder are reinforcing bar Concrete structure, the load-bearing beam steel of spandrel girder together with the column bar connecting of bearing column, the concrete of spandrel girder with The concrete formed by integrally casting molding of bearing column.

Bearing column is reinforced concrete upright column, and panel is armored concrete panel, the column reinforcing bar of bearing column and face The slab reinforcement of plate links together.

The both sides plate face of combined wall board flushes setting with the corresponding side surface of bearing column respectively.

The technical solution of dry wall is in the utility model：

The dry wall of assembled architecture including at least two spaced apart bearing columns and is set to adjacent bearing column Between combined wall board, combined wall board includes two panels and the insulating layer that is set between two panels.

The opposite flank of two panels is equipped with the fin submerged in insulating layer.

The beneficial effects of the utility model are：Dry wall includes bearing column and is set to bearing column in the utility model Between combined wall board, entire dry wall be factory it is rectangular in complete, no longer influenced by outdoor environment, at the scene when it is straight Connected the assembling of screw rod connection component.Bearing column is used for load-bearing, and combined wall board is used for indoor heat insulating, due to combined wall board It is set between adjacent bearing column, therefore bearing column will not occupy indoor space, it is ensured that indoor using face Product；It is that combined wall board is combined the dry wall of mode with bearing column, avoids all big of high cost using pillar construction dead weight The problem of.

Description of the drawings

Fig. 1 is the structure diagram of one embodiment of assembled architecture in the utility model；

Fig. 2 is the structure diagram of the first wall in Fig. 1；

Fig. 3 is the connection diagram of the first wall and the second wall in Fig. 1；

Fig. 4 is the sectional view along A-A of Fig. 3；

Fig. 5 is the B-B direction sectional view of Fig. 3；

Fig. 6 is the C-C of Fig. 3 to sectional view.

Specific embodiment

A kind of implementation of the assembled architecture of dry wall and the use dry wall is for example shown in Fig. 1 ~ 6：Including multiple prefabricated Wall, dry wall is divided into exterior wall and inner wall in the present embodiment, and there are four exterior walls, and four exterior walls surround a square frame-shaped, Illustrate problem in order to clearer, orthogonal two exterior walls are referred to as 1 He of the first wall in the present embodiment Inner wall is known as third wall 20 by the second wall 2.The structure all same of each exterior wall, illustrates by taking the first wall as an example, First wall includes three spaced apart bearing columns 21 and the combined wall board 22 being set between two neighboring column 21, multiple It closes wallboard 22 and includes two panels 24 and the insulating layer 26 being set between two panels 24, insulating layer is by styrofoam grain and cement Mixture is formed, wherein be provided with decorating structure 23 on the outside of the panel in outside, the both sides plate face of combined wall board respectively with load-bearing The corresponding side surface of column flushes setting.It is provided with the fin 25 submerged in insulating layer on the opposite flank of two panels, two Fin on panel is arranged in pairs, is oppositely arranged per a pair of fin.Bearing column is reinforced concrete upright column in the present embodiment, Panel is armored concrete panel, and the column reinforcing bar in bearing column welds together with the slab reinforcement in panel, guarantee face Bonding strength between plate and bearing column.The structure of inner wall and external wall structure are essentially identical, only in the face of inner wall Decorating structure is not provided with, therefore the structure of inner wall is no longer described in detail on the outside of plate.Dry wall, which is additionally included in, is set to correspondence Spandrel girder at the top of bearing column, bearing column and spandrel girder are reinforced concrete structure, the column reinforcing bar of bearing column with Together, the concrete formed by integrally casting of bearing column and spandrel girder is molded the spandrel girder bar connecting of spandrel girder.

Connection between first wall and the second wall is as shown in Fig. 3 ~ 6：One end face of the first wall is top bottom the Connecting end surface on the metope of two walls sets concave-convex location fit structure 10, bumps positioning between the first wall, the second wall Fit structure includes the positioning groove 10-2 being set on the first wall and the positioning protrusion 10-1 being set on the second wall, fixed The height of position protrusion 10-1 is less than the depth of positioning groove 10-2.It surrounds between first wall, the second wall and prolongs along the vertical direction The filling concrete channel 3 stretched, the cross sectional shape of filling concrete channel 3 is circle, is communicated on filling concrete channel 3 more A shearing resistance slot 5 spaced apart along the vertical direction, each shearing resistance slot is across the first wall 1 and the second wall 2, each shearing resistance slot It is respectively provided with upside cell wall and downside cell wall.The lower end of filling concrete channel is provided with perfusing hole 6, filling concrete channel it is upper End is provided with exhaust outlet 4, and the back-flow preventer for preventing concrete from flowing back, back-flow preventer one are provided at perfusing hole Block anti-return plate.Waterproof adhesive tape 8 is provided between connecting end surface and the second wall.

The screw rod connection component for realizing that the first wall 1 is connect with the second wall 2 is additionally provided in the staggered positions of shearing resistance slot 7, screw rod connection component 7 has multiple, multiple screw rod connection components arranged for interval along the vertical direction, and screw rod connection component 7 includes setting The embedded sleeve barrel 18 being placed in the second wall is provided with connection screw thread, the left end of embedded sleeve barrel 18 on the inner wall of embedded sleeve barrel 18 Setting is flushed with the metope of the second wall, the right end of embedded sleeve barrel 18 is threaded with embedded bar.Screw rod connection component also wraps The clamping screw for coordinating with embedded sleeve barrel is included, clamping screw includes connecting screw 17 and is threadedly connected to connecting screw left end Locking nut 14, offer the screw rod installed from right to left for connecting screw 17 extended in left-right direction on the first wall and wear Hole 16, screw rod perforation are circumferentially closed structure, and screw rod perforation 16 forms bolt channels, opened on two metopes of the first wall Equipped with operating groove 19, gasket 15 is provided between 14 and first wall 1 of locking nut.The left part of connecting screw 17, which also has, to be used In the outer square head structure 12 of torque input, the operating side of outer square head structure 12 and the composition clamping screw of locking nut 14, outer square toes Structure 12 and locking nut are in operating groove, and externally square head structure and locking nut torque input can be carried out by operating groove Operation, the right part of connecting screw is provided with tapered guide head.The left end periphery setting bolt protection body 13 of connecting screw, bolt Protection body 13 can be foam and live plastic-spraying etc., and fill concrete is inserted in the gap between bolt protection body and operating groove 11, operating groove is smoothed out using fill concrete.The bearing column and spandrel girder of dry wall are prefabricated in the factory molding, due to load-bearing Column and spandrel girder it is high can to reduce operation by template horizontal pendulum on the ground or on workbench in a face Degree reduces operation difficulty.

First wall, the second wall assembling process be：First wall 1, the second wall 2 are close to each other, positioning protrusion 10- 1 with positioning groove 10-2 location fits, then by screw rod connection component 7 by the corresponding column company of the first wall and the second wall It is connected together, by compression pump to perfusing hole penetration concrete, concrete is from bottom to top perfused along filling concrete channel, coagulation Soil finally fills up each shearing resistance slot and filling concrete channel, and anti-return plate blocks perfusing hole, prevents concrete from flowing backwards, and concrete is solid Form integrally-built concrete bodies after change together with the first wall, the second wall, the concrete bodies in shearing resistance slot can undertake Vertical shearing power, the concrete bodies in filling concrete channel can undertake transverse shearing force, screw rod connection component avoided to be cut； By perfusion, the cooperation tight ness rating between concrete bodies and shearing resistance slot ensure that；It can also increase the first wall and second simultaneously Attachment force between wall.

In the other embodiments of the utility model：Fin on panel can not also be set；Bearing column can also be by group Profile material is formed；The both sides plate face of combined wall board can not also flush setting with the corresponding side surface of bearing column；Of shearing resistance slot Number can also be selected as needed, such as one, two or other numbers；Filling concrete channel can also be independent It is set on the first wall or the second wall；Filling concrete channel can not also be surrounded all by the first wall, the second wall, Such as part surrounded by template, wait it is concrete curing after, form removal；First building element, the second building element are also Can be floor plates；The cross sectional shape of filling concrete channel can also be rectangular；Concave-convex location structure can not also be set；Coagulation Native perfusion channel can not also be set, and can be only attached between two walls by screw rod connection component at this time.

Claims

1. assembled architecture, it is characterised in that：Including at least two dry walls, dry wall includes at least two and spaced apart holds Weight column and the combined wall board being set between adjacent bearing column, combined wall board include two panels and are set to two panels Between insulating layer, linked together by screw rod connection component between two bearing columns of correspondence of two dry walls.

2. assembled architecture according to claim 1, it is characterised in that：It is set on the opposite flank of two panels of dry wall It is equipped with the fin submerged in insulating layer.

3. assembled architecture according to claim 1, it is characterised in that：Each dry wall, which further includes, to be set to corresponding load-bearing and stands The spandrel girder of column top, bearing column and spandrel girder are reinforced concrete structure, and load-bearing beam steel and the load-bearing of spandrel girder are stood Together, the concrete of spandrel girder and the concrete formed by integrally casting of bearing column are molded the column bar connecting of column.

4. assembled architecture according to claim 1, it is characterised in that：Bearing column is reinforced concrete upright column, panel For armored concrete panel, the column reinforcing bar of bearing column and the slab reinforcement of panel link together.

5. according to the assembled architecture described in claim 1 ~ 4 any one, it is characterised in that：The both sides plate face of combined wall board point Setting is not flushed with the corresponding side surface of bearing column.

6. the dry wall of assembled architecture, it is characterised in that：Including at least two spaced apart bearing columns and it is set to phase Combined wall board between adjacent bearing column, combined wall board include two panels and the insulating layer being set between two panels.

7. dry wall according to claim 6, it is characterised in that：The opposite flank of two panels, which is equipped with, submerges heat preservation Fin in layer.

8. dry wall according to claim 6, it is characterised in that：Dry wall, which further includes, is set to holding at the top of bearing column Weight beam, spandrel girder are molded with bearing column formed by integrally casting.

9. dry wall according to claim 6, it is characterised in that：Each dry wall, which further includes, is set to corresponding bearing column top The spandrel girder in portion, bearing column and spandrel girder are reinforced concrete structure, the load-bearing beam steel of spandrel girder and bearing column Together, the concrete of spandrel girder and the concrete formed by integrally casting of bearing column are molded column bar connecting.

10. according to the dry wall described in claim 6 ~ 9 any one, it is characterised in that：The both sides plate face difference of combined wall board Setting is flushed with the corresponding side surface of bearing column.