CN110258851A - A kind of assembled architecture wall - Google Patents
A kind of assembled architecture wall Download PDFInfo
- Publication number
- CN110258851A CN110258851A CN201910595415.0A CN201910595415A CN110258851A CN 110258851 A CN110258851 A CN 110258851A CN 201910595415 A CN201910595415 A CN 201910595415A CN 110258851 A CN110258851 A CN 110258851A
- Authority
- CN
- China
- Prior art keywords
- wall
- module unit
- lining
- wall module
- side fascia
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Prevention Devices (AREA)
Abstract
The invention discloses a kind of assembled architecture walls, belong to assembled architecture field, the wall includes antidetonation component, Side fascia and lining, the Side fascia and arranged in parallel with lining and connect by a connection component, the mounting portion for installing the antidetonation component is provided on the side of the Side fascia or/and lining opposite side, the antidetonation component is pressed between Side fascia and lining by the Side fascia and lining by the connection component, if the antidetonation component is assembled by dry wall module unit and damping device, the wall module unit rectangular array is distributed in wall institute planar, at least one damping device is provided between two neighboring wall module unit, installation of the mounting portion at least one wall module unit is fixed.In the mechanism by external force such as earthquakes, the main structure that can protect wall is not damaged wall of the present invention, to prevent collapsing for house, increases the stability and safety of building.
Description
Technical field
The present invention relates to assembled architecture technical fields, and in particular to a kind of assembled architecture wall.
Background technique
With the development of modern industrial technology, building house can be manufactured in batch completely as machine production.As long as
Prefabricated house component, transports to assemble in site and get up just at assembled architecture began to cause people in early 20th century
Interest, realized finally to the sixties.The states such as English, method, the Soviet Union attempt first.Due to the construction speed of assembled architecture
Fastly, and lower production costs, it promotes come all over the world rapidly.The assembled architecture shape of early stage is more stiff, and thousand
Without exception.Later people improve in design, increase flexibility and diversity, build assembled architecture can not only in batch
It makes, and pattern is abundant.
In mixed structure housing, wall is other than undertaking the vertical pressure and the self weight of itself that room (building) lid transmits, also
Undertake wind, seismic horizontal force.Masonry Wall can generate various forms of cracks under geological process.With horizontally
Effect of the parallel wall of action direction by seismic shear in plane is shaken, in seismic shear and vertical load collective effect
Under, when the intracorporal principal tensile stress of the wall is more than masonry strength, wall will generate diagonal crack or intersect diagonal crack.Masonry structure
Due between wall, between wall and superstructure and to be not connected firmly between the other positions of structure be the major reason for causing earthquake.
Intersecting diagonal crack is typical shearing crack.Existing wall body structure is rigid mostly, in the excitation by earthquake, wall
Shear-carrying capacity is inadequate, when bearing biggish horizontal force, just will appear such crack, therefore the stability of assembled architecture
Become problem in urgent need to solve in architectural engineering.
Summary of the invention
In view of this, the purpose of the present invention is to provide a kind of assembled architecture walls, in the work by external force such as earthquakes
It is not damaged with the main structure that in the process, can protect wall, to prevent collapsing for house, increases the stabilization of building
Property and safety.
A kind of assembled architecture wall, the wall include antidetonation component, Side fascia and lining, the Side fascia and with
Lining is arranged in parallel and is connected by a connection component, in the side of the Side fascia or/and lining opposite side
On be provided with mounting portion for installing the antidetonation component, the Side fascia and lining will be described by the connection component
Antidetonation component is pressed between Side fascia and lining, if the antidetonation component it is assembled by dry wall module unit and damping device and
At the wall module unit rectangular array is distributed in wall institute planar, is provided at least between two neighboring wall module unit
One damping device, installation of the mounting portion at least one wall module unit are fixed.
Further, the damping device includes damper, and the damper includes two for can be movable relatively and carrying out damping
End, the both ends of the damper are hinged with adjacent two walls module unit respectively, are arranged between two laterally adjacent wall module units
There is the first damper, is provided with the second damper between two longitudinally adjacent wall module units.
Further, the damper include shell, first connecting rod, the second connecting rod, first piston, second piston and
Intermediate plate, the shell are filled with damping fluid in tubbiness and inside, open up in the intermediate plate, first piston and second piston
There is damping hole, the shell inner cavity is divided into the first movable chamber and the second movable chamber inside the shell by the intermediate plate setting, described
First piston and second piston respectively can along shell axially and movably setting in the first movable chamber and the second movable chamber, it is described
First connecting rod connection and is pierced by first piston from one end of the shell, and second connecting rod connects second piston and from institute
The other end for stating shell is pierced by, and the outer end of the first connecting rod and the second connecting rod is connected to universal joint, the damping
Device is hinged with two neighboring wall module unit respectively by two universal joints.
Further, the universal joint is detachably connected with the first connecting rod and the second connecting rod by screw thread respectively
It connects.
Further, the wall module unit includes framework of steel reinforcement and formed by integrally casting in the wall module unit sheet outside framework of steel reinforcement
Body, the wall module unit ontology, which is connect on the side of side with damper, to be opened up fluted, and the framework of steel reinforcement is by described recessed
Slot exposes wall module unit body part and forms the interconnecting piece for connecting the damper.
Further, the wall module unit is the block structure of rectangle.
Further, the mounting portion is the step opened up on the side of the Side fascia or/and lining opposite side,
The step is opened in the upper and lower ends of Side fascia or/and lining simultaneously, and the wall module unit positioned at wall upper and lower part is logical
Cross the step positioning.
Further, if being additionally provided with dry wall module unit peace on the side of the Side fascia or/and lining opposite side
Tankage, the shape of the wall module unit mounting groove and the shape of wall module unit are adapted and are used to install the wall block list in the middle part of wall
Member.
Further, the connection component includes connecting rod and bolt, corresponding at four angles of the Side fascia and lining
It is provided with stepped hole, the both ends of the connecting rod are provided with external screw thread, and the connecting rod is each passed through Side fascia and lining
On stepped hole and be bolted fixation by described.
Further, the Side fascia and lining are concrete slab.
Beneficial effects of the present invention: assembled architecture wall of the present invention, if antidetonation component is filled by dry wall module unit and damping
Set it is assembled, the wall module unit rectangular array be distributed in wall institute planar, set between two neighboring wall module unit
It is equipped at least one damping device.In the excitation by earthquake, ignore the destruction of Side fascia and lining, antidetonation component conduct
The main body of wallboard, the changing of the relative positions between two neighboring wall module unit, so that principal tensile stress between the two is by layered structure, and
And in the present invention, the direction of damping device can be multiple directions, and the shearing force of all directions is consumed with damping force flexible,
The direct destruction that can prevent wall, protects the main structure of wall not to be damaged, to prevent collapsing for house, increases
The stability and safety of building.
Detailed description of the invention
In order to keep the purpose of the present invention, technical scheme and beneficial effects clearer, the present invention provides following attached drawing and carries out
Illustrate:
Fig. 1 is the structural schematic diagram of antidetonation component of the present invention；
Fig. 2 is assembling schematic diagram of the invention；
Fig. 3 is the structural schematic diagram of Side fascia；
Fig. 4 is enlarged drawing of the Fig. 2 at A；
Fig. 5 is the structural schematic diagram of damper of the present invention；
Fig. 6 is the structural schematic diagram of wall module unit；
Fig. 7,8 are damping schematic diagram of the antidetonation component of the present invention under two kinds of stress conditions.
Specific embodiment
Below in conjunction with attached drawing, a preferred embodiment of the present invention will be described in detail.
As shown in Figure 1-3, wherein Fig. 1 is the structural schematic diagram of antidetonation component of the present invention, Fig. 2 is that assembly of the invention is illustrated
Figure, Fig. 3 are the structural schematic diagram of Side fascia；A kind of assembled architecture wall of the present invention, the wall includes antidetonation component 3, outer
Wallboard 1 and lining 2, the Side fascia 1 and arranged in parallel with lining 2 and connect by a connection component 6, described
The mounting portion for installing the antidetonation component 3 is provided on the side of 2 opposite side of Side fascia 1 or/and lining, it is described outer
The antidetonation component 3 is pressed between Side fascia 1 and lining 2 by wallboard 1 and lining 2 by the connection component 6, described
If antidetonation component 3 is assembled by dry wall module unit 301 and damping device, 301 rectangular array of wall module unit is distributed in
Wall institute planar, is provided at least one damping device, the mounting portion is for extremely between two neighboring wall module unit 301
The installation of a few wall module unit 301 is fixed.Assembled architecture wall of the present invention ignores exterior wall in the excitation by earthquake
The destruction of plate 1 and lining 2, main body of the antidetonation component 3 as wallboard, the changing of the relative positions between two neighboring wall module unit, so that the two
Between principal tensile stress by layered structure, and in the present invention, the direction of damping device can be multiple directions, with
The shearing force of damping force consumption all directions flexible, can prevent the direct destruction of wall, protect the main structure of wall
It is not damaged, to prevent collapsing for house, increases the stability and safety of building.
In the present embodiment, the damping device includes damper, and the damper includes that can be movable relatively and carry out damping
Both ends, the both ends of the damper are hinged with adjacent two walls module unit 301 respectively, two laterally adjacent wall module units it
Between be provided with the first damper 4, be provided with the second damper 5 between two longitudinally adjacent wall module units 301.Present invention hinge
The mode connect can make wallboard receive seismic stimulation transmitting ground mechanical compliance for limiting damper rotation in surface where wallboard
Benefit prevents stress shakiness from damping being caused to be failed, damping device can extend between two interface points by layered structure
Or the mode shortened is arranged, the changing of the relative positions and extrusion deformation being thus adapted between wall module unit 301, reaches good anti-
Shake effect.
Using the wall in present invention implementation, after fixed antidetonation component 3, the upper end of top wall module unit and Side fascia 1
It is flushed with the upper surface of lining 2, the lower end of lower walls module unit is flushed with the lower end surface of Side fascia 1 and lining 2, wall block list
Member 301 can be prefabricated, therefore can be filled according to the wall module unit 301 for needing to be arranged different number of wall area and damping
It sets, is pieced together integral wall, be adapted to the wall area of plurality of specifications, more adapt to wanting for modern assembled architecture
It asks.
In the present embodiment, as shown in figure 5, by taking the first damper 4 as an example, first damper 4 includes shell 408, the
One connecting rod 401, the second connecting rod 402, first piston 403, second piston 404 and intermediate plate 405, the shell 408 are in
Tubbiness and inside are filled with damping fluid 406, offer resistance in the intermediate plate 405, first piston 403 and second piston 404
408 inner cavity of shell is divided into the first movable chamber and the second movable chamber in shell 408 by Buddhist nun hole, the setting of intermediate plate 405,
The first piston 403 and second piston 404 respectively can along shell 408 axially and movably setting in the first movable chamber and second
In movable chamber, the first connecting rod 401 connects first piston 403 and is pierced by from one end of the shell 408, and described second connects
Extension bar 402 connects second piston 404 and is pierced by from the other end of the shell 408, the first connecting rod 401 and the second connection
The outer end of bar 402 is connected to universal joint 407, the damper 4 by two universal joints 407 respectively with two neighboring wall block
Unit 301 is hinged.Using the first damper 4 of the invention, when being in normal condition, the first damper 4 is axially perpendicular to wall block
The connection side of unit, first connecting rod 401 and the second connecting rod 402 are telescopic, therefore can be double axially along
To realization damping is moved back and forth, it can easily be connect with wall module unit, solve the problems, such as device damping.The present embodiment
In, wallboard can be made to receive seismic stimulation biography for limiting damper rotation in surface where wallboard by hinged mode
It passs soil fertility and passes through layered structure, prevent stress shakiness from damping being caused to be failed.
In the present embodiment, the universal joint 407 passes through with the first connecting rod 401 and the second connecting rod 402 respectively
Screw thread is detachably connected., prevent because of the problem that regular length causes assembly inconvenient, so that the damping between each damper
Device damping force in initial position is equal.
In the present embodiment, as shown in fig. 6, the wall module unit 301 include framework of steel reinforcement 3011 and formed by integrally casting in
Wall module unit ontology 3012 outside framework of steel reinforcement 3011, the wall module unit ontology 3012 are connect on the side of side with damper
Open up it is fluted, the framework of steel reinforcement 3011 by the groove expose 3012 part of wall module unit ontology formed for connecting
State the interconnecting piece of damper.In this manner, connect it is more stable, reduce wall module unit ontology 3012 part by
Power keeps its stress more uniform, increases the service life of antidetonation component.
In the present embodiment, the wall module unit 301 is the block structure of rectangle, using rectangular block, pours more simple, subtracts
Prefabricated cost is lacked, structure is more stable.
In the present embodiment, the mounting portion is to open up on the side of 2 opposite side of the Side fascia 1 or/and lining
Step 7, described 7 rank are opened in the upper and lower ends of Side fascia 1 or/and lining 2 simultaneously, positioned at wall upper and lower part
Wall module unit is positioned by the step 7.Under the prestressing force effect of damping device, step 7 is for the vertical fixed of antidetonation component 3
Position and fixation, so that overall structure is more stable.
In the present embodiment, as shown in figure 3, being also set up on the side of 2 opposite side of the Side fascia 1 or/and lining
If there is dry wall module unit mounting groove 8, by taking Side fascia 1 as an example, shape and the wall module unit 301 of the wall module unit mounting groove 8
Shape is adapted and is used to install the wall module unit in the middle part of wall.
In the present embodiment, as shown in figure 4, the connection component 6 includes connecting rod 601 and bolt 602, the Side fascia 1
With stepped hole is correspondingly arranged at four angles of lining 2, the both ends of the connecting rod 601 are provided with external screw thread, the company
Extension bar 601 is each passed through Side fascia 1 and stepped hole on lining 2 and is connected and fixed by the bolt 602.
In the present embodiment, the Side fascia 1 and lining 2 are concrete slab.Even if by the excitation of violent earthquake, ground
Transmitting forces are shaken in entire wall, and since Side fascia 1 and lining 2 are hard contacts, wall is by earthquake
After destruction, it is to destroy Side fascia 1 and lining 2 first, reduces the transmitting of Side fascia 1 and lining 2 to 3 power of antidetonation component,
Reduce the possibility that antidetonation component 3 is destroyed, increase the stability in house, Fig. 7,8 for antidetonation component of the present invention two kinds by
Damping schematic diagram in the case of power.
Finally, it is stated that the above examples are only used to illustrate the technical scheme of the present invention and are not limiting, although referring to compared with
Good embodiment describes the invention in detail, those skilled in the art should understand that, it can be to skill of the invention
Art scheme is modified or replaced equivalently, and without departing from the objective and range of technical solution of the present invention, should all be covered at this
In the scope of the claims of invention.
Claims (10)
1. a kind of assembled architecture wall, which is characterized in that the wall includes antidetonation component, Side fascia and lining, described
Side fascia and arranged in parallel with lining and connect by a connection component is opposite in the Side fascia or/and lining
The mounting portion for installing the antidetonation component is provided on the side of side, the Side fascia and lining pass through the connection
The antidetonation component is pressed between Side fascia and lining by component, if the antidetonation component is filled by dry wall module unit and damping
Set it is assembled, the wall module unit rectangular array be distributed in wall institute planar, set between two neighboring wall module unit
It is equipped at least one damping device, installation of the mounting portion at least one wall module unit is fixed.
2. assembled architecture wall according to claim 1, which is characterized in that the damping device includes damper, institute
Stating damper includes the both ends that can be movable relatively and carry out damping, and the both ends of the damper are cut with scissors with adjacent two walls module unit respectively
It connects, is provided with the first damper between two laterally adjacent wall module units, between two longitudinally adjacent wall module units
It is provided with the second damper.
3. assembled architecture wall according to claim 2, which is characterized in that the damper includes shell, the first company
Extension bar, the second connecting rod, first piston, second piston and intermediate plate, the shell are filled with damping fluid in tubbiness and inside,
Damping hole is offered in the intermediate plate, first piston and second piston, the intermediate plate setting inside the shell will be described outer
Shell inner cavity is divided into the first movable chamber and the second movable chamber, and the first piston and second piston respectively can be along the axial activities of shell
Ground is arranged in the first movable chamber and the second movable chamber, and the first connecting rod connects first piston and from one end of the shell
It is pierced by, second connecting rod connects second piston and is pierced by from the other end of the shell, the first connecting rod and second
The outer end of connecting rod is connected to universal joint, and the damper is cut with scissors with two neighboring wall module unit respectively by two universal joints
It connects.
4. assembled architecture wall according to claim 3, which is characterized in that the universal joint is respectively with described first
Connecting rod and the second connecting rod are detachably connected by screw thread.
5. assembled architecture wall according to claim 4, which is characterized in that the wall module unit includes framework of steel reinforcement
And formed by integrally casting, in the wall module unit ontology outside framework of steel reinforcement, the wall module unit ontology connect the side of side with damper
On open up it is fluted, the framework of steel reinforcement by the groove expose wall module unit body part formed for connecting the damping
The interconnecting piece of device.
6. assembled architecture wall according to claim 5, which is characterized in that the wall module unit is the blocky knot of rectangle
Structure.
7. assembled architecture wall according to claim 1, which is characterized in that the mounting portion is in the Side fascia
Or/and the step opened up on the side of lining opposite side, the step are opened in the upper of Side fascia or/and lining simultaneously
Lower both ends, the wall module unit positioned at wall upper and lower part are positioned by the step.
8. assembled architecture wall according to claim 7, which is characterized in that in the Side fascia or/and lining phase
To if dry wall module unit mounting groove, shape and the wall module unit of the wall module unit mounting groove is additionally provided on the side of side
Shape is adapted and is used to install the wall module unit in the middle part of wall.
9. assembled architecture wall according to claim 1, which is characterized in that the connection component includes connecting rod and spiral shell
It is correspondingly arranged on stepped hole at four angles of bolt, the Side fascia and lining, the both ends of the connecting rod are provided with outer spiral shell
Line, the connecting rod are each passed through the stepped hole on Side fascia and lining and are bolted fixation by described.
10. assembled architecture wall according to claim 1, it is characterised in that: the Side fascia and lining are mixed
Concrete board.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910595415.0A CN110258851B (en) | 2019-07-03 | 2019-07-03 | Assembled building wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910595415.0A CN110258851B (en) | 2019-07-03 | 2019-07-03 | Assembled building wall |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN110258851A true CN110258851A (en) | 2019-09-20 |
| CN110258851B CN110258851B (en) | 2021-04-30 |
Family
ID=67924061
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910595415.0A Active CN110258851B (en) | 2019-07-03 | 2019-07-03 | Assembled building wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110258851B (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112376685A (en) * | 2020-11-08 | 2021-02-19 | 郑勇 | Fabricated building and design method thereof |
| CN113323308A (en) * | 2021-04-26 | 2021-08-31 | 中建五局第三建设有限公司 | Assembled antidetonation wallboard |
| CN113914502A (en) * | 2021-08-27 | 2022-01-11 | 重庆文理学院 | Building wall capable of effectively resisting earthquake |
| CN113914501A (en) * | 2021-08-27 | 2022-01-11 | 重庆文理学院 | Large-inclined-plane assembled anti-seismic wall |
| CN117605182A (en) * | 2024-01-18 | 2024-02-27 | 山东惠晟建筑科技有限公司 | Assembled wall body of shock attenuation for prefabricated building |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112376685A (en) * | 2020-11-08 | 2021-02-19 | 郑勇 | Fabricated building and design method thereof |
| CN113323308A (en) * | 2021-04-26 | 2021-08-31 | 中建五局第三建设有限公司 | Assembled antidetonation wallboard |
| CN113323308B (en) * | 2021-04-26 | 2022-10-04 | 中建五局第三建设有限公司 | Assembled antidetonation wallboard |
| CN113914502A (en) * | 2021-08-27 | 2022-01-11 | 重庆文理学院 | Building wall capable of effectively resisting earthquake |
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| CN113914501B (en) * | 2021-08-27 | 2022-11-29 | 重庆文理学院 | Large-inclined-plane assembled anti-seismic wall |
| CN117605182A (en) * | 2024-01-18 | 2024-02-27 | 山东惠晟建筑科技有限公司 | Assembled wall body of shock attenuation for prefabricated building |
| CN117605182B (en) * | 2024-01-18 | 2024-03-26 | 山东惠晟建筑科技有限公司 | Assembled wall body of shock attenuation for prefabricated building |
Also Published As
| Publication number | Publication date |
|---|---|
| CN110258851B (en) | 2021-04-30 |
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