CN207567993U - A kind of assembled architecture wall - Google Patents
A kind of assembled architecture wall Download PDFInfo
- Publication number
- CN207567993U CN207567993U CN201721635923.XU CN201721635923U CN207567993U CN 207567993 U CN207567993 U CN 207567993U CN 201721635923 U CN201721635923 U CN 201721635923U CN 207567993 U CN207567993 U CN 207567993U
- Authority
- CN
- China
- Prior art keywords
- wall
- wedge
- shearing
- shaped shearing
- resistance
- 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.)
- Expired - Fee Related
Links
- 238000010008 shearing Methods 0.000 claims abstract description 50
- 210000002421 cell wall Anatomy 0.000 claims abstract description 17
- 239000000945 filler Substances 0.000 claims description 8
- 239000007937 lozenge Substances 0.000 claims description 7
- 238000000034 method Methods 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000006260 foam Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 238000005507 spraying Methods 0.000 description 1
- 230000001360 synchronised effect Effects 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model is related to a kind of assembled walls, including the first wall and the second wall to be linked together by screw rod connection component, assembled architecture wall further includes the wedge-shaped shearing resistance slot across the first wall, the second wall, wedge-shaped shearing resistance slot has upside cell wall and downside cell wall, and the wedge-shaped shearing-resistance blocks across first wall, the second wall are provided in wedge-shaped shearing resistance slot.In the utility model; when the first wall, the second wall up-down vibration; due to the first wall, the second wall movement it is asynchronous and caused by shearing force undertaken by wedge-shaped shearing-resistance blocks; thus screw rod connection component is formed and is protected; the screw rod in screw rod connection component is avoided to be cut due to shearing force, ensure that the service life of screw rod connection component；The wedge surface between wedge-shaped shearing-resistance blocks and wedge-shaped shearing resistance slot coordinates simultaneously, it is ensured that coordinates tight ness rating between wedge-shaped shearing resistance slot and wedge-shaped shearing-resistance blocks.
Description
Technical field
The utility model is related to the assembled architecture walls in building field.
Background technology
At present, in order to avoid construction pollution, while in order to improve construction efficiency, assembled architecture wall is increasingly by people
Welcome.Entitled " the wall transverse direction dry type connection knot based on assembled architecture wall of Publication No. CN206233403U, application
The Chinese patent of structure " discloses a kind of assembled architecture wall, and including the first wall and the second wall, first, second wall leads to
It crosses screw rod connection component to be fixed together, screw rod connection component includes the embedded sleeve barrel being embedded in advance in the second wall, embedded sleeve barrel
With connection screw thread, screw rod connection component further includes connecting screw and connecting plate, and connecting screw is integrated including screw rod and with screw rod
The bolt head of setting, connecting screw are threadedly coupled with embedded sleeve barrel, are realized by connecting plate by two wall connectings together.
Existing this assembled architecture wall has problems in that：When the first wall, the second wall vibrate in above-below direction
When, due to the first wall, the second wall non synchronous vibration and caused by shearing force will be undertaken completely by screw rod connection component, this
It results in actual use, the service life of screw rod connection component is limited, often has the problem of screw rod is cut to occur.
Invention content
The purpose of this utility model is to provide a kind of assembled architecture wall, to solve screw rod connection group in the prior art
The problem of part is easily damaged by wall shearing force.
In order to solve the above technical problems, the technical solution of the utility model is as follows：
A kind of assembled wall, including the first wall and the second wall to be linked together by screw rod connection component, dress
Further include the wedge-shaped shearing resistance slot across the first wall, the second wall with formula construction wall, wedge-shaped shearing resistance slot have upside cell wall and
Downside cell wall is provided with the wedge-shaped shearing-resistance blocks across first wall, the second wall in wedge-shaped shearing resistance slot.
First wall, the second wall body vertical arrangement, an end face of the first wall is contact on the metope of the second wall
Connecting end surface, wedge-shaped shearing resistance slot is set to the interior corner of the first wall, the second wall connecting.
Wedge-shaped shearing resistance slot is by the groove that is set on the metope of the second wall and the metope and the connection that are set to the first wall
Notch at the connecting corner of end face is formed, and the side of notch is communicated with the groove, and the other side of notch is formed to be resisted for wedge shape
Block is fitted into the shearing-resistance blocks loading port in wedge-shaped shearing resistance slot.
Being filled between wedge-shaped shearing-resistance blocks and the notch wall of notch prevents the shearing-resistance blocks from being filled out by the anticreep that loading port is deviate from
Fill object.
The anticreep filler is concrete.
The shearing-resistance blocks are concrete block.
The lozenges of the wedge shape shearing resistance slot is formed by the upside cell wall, and the downside cell wall is horizontal wall.
The beneficial effects of the utility model are：In the utility model, when the first wall, the second wall up-down vibration, by
In the first wall, the second wall movement it is asynchronous and caused by shearing force undertaken by wedge-shaped shearing-resistance blocks, thus to screw rod connect
Component forms protection, and the screw rod in screw rod connection component is avoided to be cut due to shearing force, ensure that making for screw rod connection component
Use the service life；The wedge surface between wedge-shaped shearing-resistance blocks and wedge-shaped shearing resistance slot coordinates simultaneously, it is ensured that wedge-shaped shearing resistance slot and wedge-shaped shearing resistance
Coordinate tight ness rating between block.
Description of the drawings
Fig. 1 is the structure diagram of one embodiment of the utility model；
Fig. 2 is wedge-shaped shearing-resistance blocks and the cooperation schematic diagram of wedge-shaped shearing resistance slot in the utility model；
Fig. 3 is the process schematic that wedge-shaped shearing-resistance blocks are encased in wedge-shaped shearing resistance slot in the utility model；
Fig. 4 is the sectional view along A-A of each figure in Fig. 2.
Specific embodiment
A kind of implementation of assembled architecture wall is for example shown in Fig. 1 ~ 4：Assembled architecture wall includes vertically arranged the
One wall 1 and the second wall 3, the end face of the first wall are withstood on the metope of the second wall, which is known as connecting end surface 32.The
One wall, the second wall are linked together by multiple screw rod connection components spaced apart along the vertical direction, two neighboring spiral shell
Bar connection component is staggeredly arranged in the up-down direction, and the thickness direction of the first wall is front-rear direction, i.e., two neighboring screw rod connects
Connected components time interval is arranged, can improve the torsional strength of assembled architecture wall in this way.Screw rod connection component includes setting
Embedded sleeve barrel 2 in the second wall is provided with connection screw thread, the left end of embedded sleeve barrel 2 and second on the inner wall of embedded sleeve barrel
The metope of wall flushes setting, and the right end of embedded sleeve barrel 2 is threaded with embedded bar 4.Screw rod connection component, which further includes, to be used for
With the clamping screw of embedded sleeve barrel cooperation, clamping screw includes connecting screw 5 and is threadedly connected to the locking of connecting screw left end
Nut 7 offers the screw rod installed from right to left for connecting screw 5 the perforation 10 extended in left-right direction, spiral shell on first wall
Bar perforation is circumferentially closed structure, and screw rod perforation forms bolt channels, operation is offered on two metopes of the first wall
Slot 9 is provided with gasket 6 between 7 and first wall 1 of locking nut.The left part of connecting screw 5 also has for torque input
Outer square head structure 8, outer square head structure and locking nut form the operating side of clamping screw, and outer square head structure and locking nut are located
In operating groove, torque input operation, the right end of connecting screw externally square head structure and locking nut can be carried out by operating groove
Portion is provided with tapered guide head.
First wall, the second wall connection in corner be provided with the wedge-shaped shearing resistance across the first wall, the second wall
Slot 15, wedge-shaped shearing resistance slot have upside cell wall 25 and a downside cell wall 26, and the upside cell wall 25 of wedge-shaped shearing resistance slot is lozenges, downside
Cell wall 26 is horizontal wall, and the wedge-shaped shearing-resistance blocks across the first wall, the second wall, wedge-shaped shearing resistance are provided in wedge-shaped shearing resistance slot 15
The upper side 16-1 of block is the lozenges being adapted to 25 gradient of upside cell wall, and the downside of wedge-shaped shearing-resistance blocks is horizontal plane, wedge-shaped
Shearing-resistance blocks are concrete block, and wedge-shaped shearing resistance slot is by the groove 15-1 that is set on the metope of the second wall and is set to the first wall
Metope and connecting end surface connecting corner at notch 15-2 form, the side of notch 15-2 is communicated with groove 15-1, in addition one
Side is then the shearing-resistance blocks loading port 17 that wedge-shaped shearing resistance slot is packed into for wedge-shaped shearing-resistance blocks, and the length of wedge-shaped shearing resistance slot is longer than wedge shape and resists
Block 16 is provided with the anticreep filler 18 for preventing shearing-resistance blocks from being deviate from by shearing resistance slot between the notch wall and shearing-resistance blocks of notch, this
Anticreep filler 18 is concrete in embodiment.When the first wall, the vibration of the second wall, shearing can be generated to each connecting screw
Power, wedge-shaped shearing-resistance blocks 16 coordinate to undertake the shearing force by upside cell wall, the downside cell wall block with wedge-shaped shearing resistance slot, with this
Ensure the service life of connecting screw.Wedge-shaped shearing-resistance blocks are set to corner in the connection of the first wall, the second wall, groove away from
End face from the second wall it is distant, be easily guaranteed that the structural strength of the second wall end, and simple processing
Ensure that shearing-resistance blocks are not easy by deviating from shearing resistance slot.
The installation of wedge-shaped shearing-resistance blocks is as shown in Fig. 3 ~ 4：Wedge-shaped shearing-resistance blocks are encased in wedge shape by shearing-resistance blocks loading port first
In shearing resistance slot, then wedge-shaped shearing-resistance blocks are pushed into towards the inside of wedge-shaped shearing resistance slot towards the second wall direction, since wedge surface coordinates
Relationship, wedge-shaped shearing-resistance blocks will closely be wedged into wedge-shaped shearing resistance slot, not loosen very much；Wedge structure is but also wedge shape simultaneously
Shearing-resistance blocks are the structure that one end is big, one end is small, and the small head end of wedge-shaped shearing-resistance blocks is initially charged with wedge-shaped shearing resistance slot, the dress of wedge-shaped shearing-resistance blocks
Enter process to be more prone to.While in order to further ensure that wedge-shaped shearing-resistance blocks will not be anti-in wedge shape by coming off in wedge-shaped shearing resistance slot
After block is encased in wedge-shaped shearing resistance slot, anticreep filler 18 is filled between wedge-shaped shearing-resistance blocks and the notch wall of notch.Connection
The process that screw rod is encased in the first wall is, by connecting screw being encased in screw rod perforation 10 from right to left, to pass through operating groove 9
Locking nut 7 and gasket 6 are sleeved on to the left end of connecting screw 5, the right end of connecting screw is allowed to be located in screw rod perforation 10 as possible, is kept away
Exempt from the lifting of influence wall.Then the first wall is moved horizontally close to the second wall, is exerted a force by handle hole to connecting screw, even
The tapered guide head guiding connecting screw for connecing screw rod right end is inserted into embedded sleeve barrel 2, and connecting screw 5 first is screwed into embedded sleeve barrel
On, then exert a force to locking nut, it is final to realize the first wall together with the second wall connecting.Then in connecting screw
Left end periphery sets bolt protection body, and bolt protection body can be foam and live plastic-spraying etc., in bolt protection body and operating groove
Between gap in insert concrete, using concrete to operating groove smooth out, the purpose that filler is set be avoid concrete with
Connecting screw contacts, in this way when needing to remove the connection relation between the first wall, the second wall, by the part in operating groove
Concrete is pounded, and after filler takes out, directly unclamps locking nut and connecting screw and the first wall, the second wall can be realized
Demolishing process.Embedded bar can also be welded and fixed with embedded sleeve barrel；Later stage can not also carry out Concrete Filled to operating groove
Processing.In the other embodiments of the utility model：Shearing-resistance blocks can also be metal derby；Shearing resistance slot can also be set to the first wall
The outer corner of connection of body, the second wall, the first wall, the second wall can also be in that linear type is arranged；Lozenges can also be
It is formed by other sides of wedge-shaped shearing-resistance blocks, such as lozenges is formed in downside, leading flank or the rear side of wedge-shaped shearing-resistance blocks
On face, certain lozenges can also be formed on the more than one side of wedge-shaped shearing-resistance blocks.
Claims (7)
1. a kind of assembled architecture wall, including the first wall and the second wall to be linked together by screw rod connection component,
It is characterized in that：Assembled architecture wall further includes the wedge-shaped shearing resistance slot across the first wall, the second wall, wedge-shaped shearing resistance slot tool
There are upside cell wall and downside cell wall, the wedge-shaped shearing-resistance blocks across first wall, the second wall are provided in wedge-shaped shearing resistance slot.
2. assembled architecture wall according to claim 1, it is characterised in that：First wall, the second wall body vertical arrangement,
One end face of the first wall is connecting end surface of the contact on the metope of the second wall, and wedge-shaped shearing resistance slot is set to the first wall
The interior corner of body, the second wall connecting.
3. assembled architecture wall according to claim 2, it is characterised in that：Wedge-shaped shearing resistance slot is by being set to the second wall
Metope on groove and be set to the metope of the first wall and formed with the notch at connecting end surface connecting corner, the one of notch
Side is communicated with the groove, and the other side of notch forms the shearing-resistance blocks being fitted into wedge-shaped shearing resistance slot for wedge-shaped shearing-resistance blocks and is packed into
Mouthful.
4. assembled architecture wall according to claim 3, it is characterised in that：The notch wall of wedge-shaped shearing-resistance blocks and notch it
Between filled with preventing the anticreep filler that the shearing-resistance blocks are deviate from by loading port.
5. assembled architecture wall according to claim 4, it is characterised in that：The anticreep filler is concrete.
6. assembled architecture wall according to claim 1, it is characterised in that：The shearing-resistance blocks are concrete block.
7. the assembled architecture wall according to claim 1 ~ 6 any one, it is characterised in that：The wedge shape shearing resistance slot
Lozenges is formed by the upside cell wall, and the downside cell wall is horizontal wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721635923.XU CN207567993U (en) | 2017-11-30 | 2017-11-30 | A kind of assembled architecture wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721635923.XU CN207567993U (en) | 2017-11-30 | 2017-11-30 | A kind of assembled architecture wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207567993U true CN207567993U (en) | 2018-07-03 |
Family
ID=62688935
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721635923.XU Expired - Fee Related CN207567993U (en) | 2017-11-30 | 2017-11-30 | A kind of assembled architecture wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207567993U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109594658A (en) * | 2018-12-25 | 2019-04-09 | 攀枝花学院 | Prefabricated components connection structure, Assembled wall panels and its construction method |
| CN110541496A (en) * | 2019-08-19 | 2019-12-06 | 惠州市鸿泰建筑工程有限公司 | Prefabricated building unit and method for assembling same |
-
2017
- 2017-11-30 CN CN201721635923.XU patent/CN207567993U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109594658A (en) * | 2018-12-25 | 2019-04-09 | 攀枝花学院 | Prefabricated components connection structure, Assembled wall panels and its construction method |
| CN110541496A (en) * | 2019-08-19 | 2019-12-06 | 惠州市鸿泰建筑工程有限公司 | Prefabricated building unit and method for assembling same |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180703 Termination date: 20201130 |
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| CF01 | Termination of patent right due to non-payment of annual fee |