CN207277598U - Assembled architecture wall - Google Patents
Assembled architecture wall Download PDFInfo
- Publication number
- CN207277598U CN207277598U CN201721179330.7U CN201721179330U CN207277598U CN 207277598 U CN207277598 U CN 207277598U CN 201721179330 U CN201721179330 U CN 201721179330U CN 207277598 U CN207277598 U CN 207277598U
- Authority
- CN
- China
- Prior art keywords
- wall
- shearing
- assembled architecture
- groove
- 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
Abstract
It the utility model is related to a kind of assembled architecture wall, assembled architecture wall includes the first wall and the second wall to link together by screw rod connection component, assembled architecture wall further includes the shearing resistance groove across first wall, the second wall, shearing resistance groove has upside cell wall and downside cell wall, and the shearing-resistance blocks across first wall, the second wall are provided with shearing resistance groove.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 shearing-resistance blocks, thus to screw rod connection component formed protect, avoid the screw rod in screw rod connection component from being cut because of shearing force.
Description
Technical field
It the utility model is related to the assembled architecture wall 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 subject to 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, including the first wall and the second wall, first, second wall lead to
Cross 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 integral 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 being vibrated on wall in above-below direction, due to first
Wall, the second wall non synchronous vibration and caused by shearing force will be undertaken completely by screw rod connection component, this is resulted in reality
During the use of border, the service life of screw rod connection component is limited, often has the problem of screw rod is cut to occur.
The content of the invention
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 shearing force.
In order to solve the above technical problems, the technical solution of the utility model is as follows：
Assembled architecture wall, including the first wall and the second wall to be linked together by screw rod connection component, dress
The shearing resistance groove across first wall, the second wall is further included with formula construction wall, shearing resistance groove has upside cell wall and downside
Cell wall, is provided with the shearing-resistance blocks across first wall, the second wall in shearing resistance groove.
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, shearing resistance groove is arranged at the interior corner of the first wall, the second wall connecting.
Shearing resistance groove is by the groove that is arranged on the metope of the second wall, and is arranged at the metope and connecting end surface of the first wall
Notch at connecting corner is formed, and the side of notch is communicated with the groove, and the other side of notch is formed to be loaded for shearing-resistance blocks
Shearing-resistance blocks loading port in shearing resistance groove.
The notch of shearing-resistance blocks and notch must between filled with preventing the shearing-resistance blocks from being filled out by the anticreep that the loading port is deviate from
Fill thing.
The anticreep filler is concrete.
The shearing-resistance blocks are concrete block.
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 shearing-resistance blocks, thus to screw rod connection component
Protection is formed, avoids the screw rod in screw rod connection component from being cut because of shearing force.
Brief description of the drawings
Fig. 1 is the structure diagram of the embodiment of assembled architecture wall in the present invention；
Fig. 2 is the installation process schematic diagram of the first screw rod connection component and the first wall in the present invention；
Fig. 3 is the right view of the first wall in Fig. 2；
Fig. 4 is the installation process schematic diagram of embedded sleeve barrel in the present invention, embedded bar；
Fig. 5 is the left view of the secondth wall in Fig. 4；
Fig. 6 is the first wall and the second wall connecting process schematic in the present invention；
Fig. 7 is shearing-resistance blocks and the first wall, the cooperation schematic diagram of the second wall in the present invention；
Fig. 8 is that shearing-resistance blocks are installed on the first wall, the process schematic on the second wall in the present invention；
Fig. 9 is the cooperation schematic diagram of connecting screw and locking nut in Fig. 1；
Figure 10 is the cooperation schematic diagram of embedded sleeve barrel and embedded bar in Fig. 1；
Figure 11 be Fig. 7 A to and missing shearing-resistance blocks when structure diagram.
Embodiment
The implementation of assembled architecture wall is for example shown in Fig. 1 ~ 11：Assembled architecture wall includes vertically arranged first wall
1 and second wall 3 of body, the first wall, the second wall include wall, and the end face of the first wall withstands on the metope of the second wall
On, which is known as connecting end surface.First wall, the second wall pass through multiple screw rod connection groups spaced apart along the vertical direction
Part links together, and two neighboring screw rod connection component is staggeredly arranged in the up-down direction, before the thickness direction of the first wall is
Rear direction, i.e., two neighboring screw rod connection component time interval arrangement, can so improve the antitorque strong of assembled architecture wall
Degree.Screw rod connection component includes the embedded sleeve barrel 2 being arranged in the second wall, and connection spiral shell is provided with the inner wall of embedded sleeve barrel
Line, the left end of embedded sleeve barrel 2 flush setting with the metope of the second wall, and the right end of embedded sleeve barrel 2 is threaded with embedded bar
4.Screw rod connection component further includes the clamping screw for coordinating with embedded sleeve barrel, and clamping screw includes connecting screw 5 and screw thread
The locking nut 7 of connecting screw left end is connected to, the confession connecting screw 5 extended in left-right direction is offered on the first wall by the right side
The screw rod perforation 10 installed to a left side, screw rod perforation are circumferentially closed structure, and screw rod perforation forms bolt channels, in the first wall
Operating groove 9 is offered on two metopes, gasket 6 is provided between 7 and first wall 1 of locking nut.The left end of connecting screw 5
Portion also has the outer square head structure 8 for being used for moment of torsion input, and outer square head structure and locking nut form the operating side of clamping screw, outside
Square head structure and locking nut are in operating groove, by the way that operating groove can externally square head structure and locking nut progress moment of torsion be defeated
Enter operation, the right part of connecting screw is provided with tapered guide first 12.
First wall, the second wall connection in corner be provided with the shearing resistance groove 15 across the first wall, the second wall,
Shearing resistance groove has upper cell wall 25 and lower cell wall 26, and the shearing-resistance blocks across the first wall, the second wall are provided with shearing resistance groove 15, resists
Block is concrete block, and shearing resistance groove is by the groove 15-1 that is arranged on the metope of the second wall and the metope for being arranged at the first wall
Formed with the notch 15-2 at connecting end surface connecting corner, the side of notch 15-2 is communicated with groove 15-1, and other side is then
Load the shearing-resistance blocks loading port 17 of shearing resistance groove for shearing-resistance blocks, the length of shearing resistance groove is longer than shearing-resistance blocks 16, the notch wall of notch with
The anticreep filler 18 for preventing that shearing-resistance blocks from being deviate from by shearing resistance groove is provided between shearing-resistance blocks, anticreep filler is mixed in the present embodiment
Solidifying soil.When the first wall, the vibration of the second wall, shearing force can be produced to each connecting screw, shearing-resistance blocks pass through upper with shearing resistance groove
Cell wall, lower cell wall block coordinate to undertake the shearing force, ensure the service life of connecting screw with this.Shearing-resistance blocks are arranged at first
Wall, the second wall connection in corner, the end face of the second wall of groove distance it is distant, be easily guaranteed that the second wall
The structural strength of end, and simple processing ensures that shearing-resistance blocks are not easy by deviating from shearing resistance groove.
Wherein the manufacturing process of the second wall is as shown in Fig. 4 ~ 5, and embedded bar 4 is positioned first, embedded sleeve barrel 2 is revolved
On embedded bar, the spinning depth of embedded sleeve barrel is paid attention to, then the left end of embedded sleeve barrel screws on plug 11 again, finally pours mixed
Solidifying soil, so as to form the second wall, plug can be played and avoided for embedded sleeve barrel, embedded bar and the integral structure of concreting
Debris enters the effect of embedded sleeve barrel, and embedded bar and embedded sleeve barrel are threadedly coupled rotation direction and connecting screw and embedded sleeve barrel
Connection screw thread is oppositely oriented, and on the one hand can so play prevents the rotating work of embedded sleeve barrel in connecting screw connection procedure
With still further aspect can also improve the tensile capacity of embedded sleeve barrel.Connecting screw is encased in process such as Fig. 2 institutes of the first wall
Show, by connecting screw being encased in screw rod perforation 10 from right to left, by operating groove 9 by 6 company of being sleeved on of locking nut 7 and gasket
The left end of screw rod 5 is connect, allows the right end of connecting screw to be located in screw rod perforation 10 as far as possible, avoids influencing the lifting of wall.Realizing
When the first wall and the second wall connecting as shown in fig. 6, by by the lifting of the first wall 1 from top to bottom to the second wall 3, then
The first wall is moved horizontally close to the second wall, is exerted a force by handle hole to connecting screw, first 12 guiding of tapered guide connects spiral shell
Bar is inserted into embedded sleeve barrel 2, and first connecting screw 5 is screwed on embedded sleeve barrel, is then exerted a force to locking nut, and final realize will
First wall is together with the second wall connecting.Bolt protection body 13 then is set in the left end periphery of connecting screw, bolt is prevented
Watch box 13 can be foam and live plastic-spraying etc., and concrete 14 is inserted in the gap between bolt protection body and operating groove, is made
Operating groove is smoothed out with concrete, the purpose for setting filler is to avoid concrete from being contacted with connecting screw, so when needs are torn open
During except connection relation between the first wall, the second wall, the part concrete in operating groove is pounded, after filler takes out,
Directly unclamp locking nut and the first wall, the demolishing process of the second wall can be achieved in connecting screw.Embedded bar with it is pre-buried
Sleeve can also be welded and fixed；Later stage can not also carry out Concrete Filled processing to operating groove；The guiding of connecting screw right end
Head can also be spherical structure；Outer square head structure can also be replaced by other moment of torsion input structures, such as interior square hole or edge
Force transmission hole that connecting screw is radially set etc.；Locking nut can also be one or welding structure with connecting screw, operate at this time
Groove opens up that length is longer, and what connecting screw can be from left to right installs in screw rod perforation, and certain bolt channels can not also
It is cavernous structure, such as bolt channels can be the gap-like structure extended on metope, connecting screw can be from metope
Side is put into bolt channels；Shearing-resistance blocks can also be metal derby；Shearing resistance groove can also be arranged at the first wall, second wall
The outer corner of connection, the first wall, the second wall can also be in that linear type is arranged.
Claims (6)
1. assembled architecture wall, including the first wall and the second wall to be linked together by screw rod connection component, it is special
Sign is：Assembled architecture wall further includes the shearing resistance groove across first wall, the second wall, and shearing resistance groove has upper side channel
Wall and downside cell wall, are provided with the shearing-resistance blocks across first wall, the second wall in shearing resistance groove.
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 shearing resistance groove is arranged at the first wall,
The interior corner of two wall connectings.
3. assembled architecture wall according to claim 2, it is characterised in that：Shearing resistance groove is by being arranged at the wall of the second wall
Groove on face, and be arranged at the metope of the first wall and formed with the notch at connecting end surface connecting corner, the side of notch with
The groove communicates, and the other side of notch forms the shearing-resistance blocks loading port being fitted into for shearing-resistance blocks in shearing resistance groove.
4. assembled architecture wall according to claim 3, it is characterised in that：The notch of shearing-resistance blocks and notch must between fill out
Filled with the anticreep filler for preventing that the shearing-resistance blocks from being deviate from by the loading port.
5. assembled architecture wall according to claim 4, it is characterised in that：The anticreep filler is concrete.
6. the assembled architecture wall according to claim 1 ~ 5 any one, it is characterised in that：The shearing-resistance blocks are coagulation
Soil block.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721179330.7U CN207277598U (en) | 2017-09-14 | 2017-09-14 | Assembled architecture wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721179330.7U CN207277598U (en) | 2017-09-14 | 2017-09-14 | Assembled architecture wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207277598U true CN207277598U (en) | 2018-04-27 |
Family
ID=61989303
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721179330.7U Expired - Fee Related CN207277598U (en) | 2017-09-14 | 2017-09-14 | Assembled architecture wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207277598U (en) |
-
2017
- 2017-09-14 CN CN201721179330.7U patent/CN207277598U/en not_active Expired - Fee Related
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN207211429U (en) | Assembled architecture wall and its single wall | |
| CN207277600U (en) | A kind of assembled architecture wall and its wall connecting component | |
| CN108060656B (en) | The artificial dam body of groundwater reservoir and coal column dam body connection structure and its construction technology | |
| CN107366371A (en) | Assembled architecture wall and its wall connecting component | |
| JP5762238B2 (en) | Structure and removal method of steel pipe pile | |
| CN103590599B (en) | From compacted clamping apparatus and using method | |
| CN207277598U (en) | Assembled architecture wall | |
| CN106760522A (en) | A kind of concrete structure seam crossing prevents swollen mould mortar leakage prevention fixing device and method | |
| CN207846457U (en) | The ductility connecting structure of assembled vertical member and basis | |
| CN207567993U (en) | A kind of assembled architecture wall | |
| CN212926718U (en) | Prefabricated horizontal grouting sleeve connecting wall unit and wall | |
| CN206753086U (en) | A kind of small-sized assembled architecture component hanging apparatus | |
| CN112942671A (en) | Assembled component and connection structure thereof | |
| CN107762135B (en) | Construction method of scaffold wall connecting piece of building outer wall | |
| CN207277599U (en) | A kind of assembled architecture wall of dry type connection | |
| CN106677170A (en) | Construction method for combining steel member with cement paste to form force body | |
| CN215408721U (en) | Anchor rod with sectional type fixing function | |
| CN201794305U (en) | Supporting device for elevator shaft mold | |
| CN204960322U (en) | Water -stopping screw rod | |
| CN202559746U (en) | Continuing device for upper-lower-layer shear wall during pouring | |
| CN108798024A (en) | A kind of anti-backflow concrete filled steel tube jacking interface arrangement and its construction method | |
| CN207846656U (en) | A kind of strong ties construction of assembled vertical member and basis | |
| CN208576008U (en) | A kind of auxiliary funnel for filling concrete in steel-concrete combined structure | |
| CN209339151U (en) | A kind of fishing device pouring conduit for bored concrete pile | |
| CN207794321U (en) | Monoblock type fills walling steel tie bar embedded part |
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: 20180427 Termination date: 20200914 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |