CN206245465U - Suitable for the wall transverse direction dry type attachment structure of assembled architecture - Google Patents
Suitable for the wall transverse direction dry type attachment structure of assembled architecture Download PDFInfo
- Publication number
- CN206245465U CN206245465U CN201621343751.4U CN201621343751U CN206245465U CN 206245465 U CN206245465 U CN 206245465U CN 201621343751 U CN201621343751 U CN 201621343751U CN 206245465 U CN206245465 U CN 206245465U
- Authority
- CN
- China
- Prior art keywords
- attachment structure
- dry type
- wall
- transverse direction
- assembled architecture
- 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.)
- Active
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model is related to dry wall interconnection technique field, discloses a kind of wall transverse direction dry type attachment structure suitable for assembled architecture.Because the attachment structure is directly to realize that the dry type of two pieces of precast wall bodies is vertically connected using the cooperation of bolts and nuts, therefore situ wet operation can be saved in an assembling process, so as to shorten construction period and reduce cost of labor, simultaneously can also be because eliminating wet trade template, on-site concrete and part anchor bar, so that material cost is also greatly lowered, and then the faced obstacle of assembled architecture development at this stage can be broken through at two aspects of construction period and construction cost, promote the development in an all-round way of building industrialization.Additionally, the attachment structure also has, steadiness is strong, be easily assembled and dismantle, beneficial to environmental protection and advantages of simple structure and simple, be easy to practical application and popularization.
Description
Technical field
The utility model is related to dry wall interconnection technique field, in particular it relates to a kind of wall suitable for assembled architecture
Horizontal dry type attachment structure.
Background technology
Assembled architecture refers to the building being assembled in building-site with prefabricated component (such as precast wall body), this
The structure speed block of building, the dependence to weather conditions is small, can save labour and improve construction quality.But at present right
During precast wall body is assembled, it is still necessary to carry out situ wet operation, i.e., need to stir mortar or coagulation in assembly site
The submersibles such as soil, so will cause right at two aspects of construction period and construction cost (including cost of labor and material cost)
The obstacle of assembled architecture development at this stage, constrains the development in an all-round way of building industrialization.
Utility model content
For foregoing problem of the prior art, it is laterally complete that the utility model provides a kind of wall suitable for assembled architecture
Dry type attachment structure, because the attachment structure is that the absolutely dry of two pieces of precast wall bodies is directly realized using the cooperation of bolts and nuts
Formula is vertically connected, therefore can save situ wet operation in an assembling process, so that shorten construction period and reduce cost of labor, together
When can also be because eliminating wet trade template, on-site concrete and part anchor bar so that material cost is also greatly lowered, and enters
And assembled architecture at this stage can be broken through at two aspects of construction period and construction cost and develop faced obstacle, promote building
Industrialized development in an all-round way.Additionally, the attachment structure also has, steadiness is strong, be easily assembled and dismantle, beneficial to environmental protection and structure
Simple the advantages of, it is easy to practical application and popularization.
The technical solution adopted in the utility model, there is provided a kind of wall transverse direction dry type connection suitable for assembled architecture
Structure, including single ended bolt, steel plate and ut socket, wherein, the single ended bolt includes screw rod and nut, the steel plate attachment
On the wall transverse side of the first precast wall body, the ut socket is embedded in the wall transverse end surface of the second precast wall body, and can
Coordinate with the screw flight；The screw rod is screw-inserted into after the steel plate and first precast wall body is sequentially passed through
In the ut socket so that first precast wall body is vertically connected with second precast wall body.
Optimization, it is provided with pad between the nut and the steel plate.Further optimize, the pad is cushion
Piece.
Optimization, it is provided with the mounting groove that can accommodate the steel plate in the wall transverse side of first precast wall body, and
Filled with the anticorrosion closure for burying the steel plate and the nut in mounting groove.
Optimization, the non-screw rod insertion end of the ut socket is slab construction or bellows structure.
Optimization, at least two screw rods of single ended bolt after same steel plate and the first precast wall body is sequentially passed through,
It is screw-inserted into corresponding ut socket.
To sum up, using the wall transverse direction dry type attachment structure suitable for assembled architecture provided by the utility model, tool
There is following technique effect：(1) because the attachment structure is that two pieces of precast wall bodies are directly realized using the cooperation of bolts and nuts
Dry type vertically connect, therefore situ wet operation can be saved in an assembling process, so as to shorten construction period and reduce artificial
Cost, determines by technique center, due to reaching the correlation intensity requirement required by construction standards without waiting for cast-in-place part, can
The time for assembling first floor is foreshortened to using 1/6 the time required to existing bottom dry wall interconnection technique；(2) due to can be in group
Wet trade template, on-site concrete and part anchor bar are saved during dress so that material cost is also greatly lowered, for example
For concrete, due to the missing of situ wet operation, the concrete of job site is lost there is no all of loss is all concentrated on
Factory, under the control of identical production management technology, the concrete loss of whole engineering (including factory and scene) can be reduced to
Only at the scene wet trade when brought concrete loss 63%, simultaneously because without on-site concrete produce, can also be beneficial to ring
Protect, for example, be directed to anchor bar again, due in an assembling process, being anchored without using reinforcing bar, therefore can substantially reduce
To the demand of steel, while outside stretching out wall and prefabricated mould without anchor bar, prefabricated mould can be made without cutting and can
It is used repeatedly, further reduces the prefabricated cost of wall；(3) attachment structure also have that steadiness is strong, be easily assembled and
Dismounting and advantages of simple structure and simple, are easy to practical application and popularization.
Brief description of the drawings
In order to illustrate more clearly of the utility model embodiment or technical scheme of the prior art, below will be to embodiment
Or the accompanying drawing to be used needed for description of the prior art is briefly described, it should be apparent that, drawings in the following description are only
It is some embodiments of the present utility model, for those of ordinary skill in the art, is not paying the premise of creative work
Under, other accompanying drawings can also be obtained according to these accompanying drawings.
Fig. 1 is that the application wall transverse direction dry type attachment structure that the utility model embodiment one is provided realizes the wall of " L " type two
The schematic cross-section of connection.
Fig. 2 is that the application wall transverse direction dry type attachment structure that the utility model embodiment one is provided realizes the wall of " L " type two
The schematic three dimensional views of connection.
Fig. 3 is that the application wall transverse direction dry type attachment structure that the utility model embodiment two is provided realizes the wall of T-shape two
The schematic cross-section of connection.
Fig. 4 is that the application wall transverse direction dry type attachment structure that the utility model embodiment two is provided realizes the wall of T-shape two
The schematic three dimensional views of connection.
In above-mentioned accompanying drawing：1st, single ended bolt 101, screw rod 102, nut 2, steel plate 3, ut socket 4, first are prefabricated
Wall 5, the second precast wall body 6, the closure of pad 7, anticorrosion.
Specific embodiment
Hereinafter with reference to accompanying drawing, being built suitable for assembled for the utility model offer is described in detail by way of example
The wall transverse direction dry type attachment structure built.Herein it should be noted that being used to help reason for the explanation of these way of example
Solution the utility model, but do not constitute to restriction of the present utility model.
The terms "and/or", only a kind of incidence relation for describing affiliated partner, represents there may be three kinds of passes
System, for example, A and/or B, can represent：Individualism A, individualism B, while there are tri- kinds of situations of A and B, the terms
"/and " it is another affiliated partner relation of description, expression there may be two kinds of relations, for example, A/ and B, can represent：Individually deposit
In A, two kinds of situations of individualism A and B, in addition, character "/" herein, typicallys represent forward-backward correlation pair as if a kind of "or" is closed
System.
Embodiment one
Fig. 1 shows that the application wall transverse direction dry type attachment structure that the present embodiment is provided realizes the wall connecting of " L " type two
Schematic cross-section, Fig. 2 shows that the application wall transverse direction dry type attachment structure that the present embodiment is provided realizes the wall connecting of " L " type two
Schematic three dimensional views.The wall transverse direction dry type attachment structure suitable for assembled architecture that the present embodiment is provided, including list
Hook bolt 1, steel plate 2 and ut socket 3, wherein, the single ended bolt 1 includes screw rod 101 and nut 102, and the steel plate 2 adheres to
On the wall transverse side of the first precast wall body 4, the ut socket 3 is embedded in the wall transverse end surface of the second precast wall body 5, and
Can coordinate with the screw thread of the screw rod 101；The screw rod 101 after the steel plate 2 and first precast wall body 4 is sequentially passed through,
It is screw-inserted into the ut socket 3 so that first precast wall body 4 is vertically connected with second precast wall body 5.
As depicted in figs. 1 and 2, end vertical phase of first precast wall body 4 in end and second precast wall body 5
Even.Coordinated by the screw thread of the single-head screw 1 and the ut socket 3, be capable of achieving first precast wall body 4 with described the
The vertical assembly and disassembly of two precast wall bodies 5.The steel plate 2 is used to, when the nut 102 is screwed, expand the nut 102
To the active area of first precast wall body 4, the nut 102 is prevented because by the pulling force from the ut socket 3
It is absorbed in wall, causes to connect built on the sand and be unfavorable for the problem of dismounting.Optimization, the non-screw rod insertion of the ut socket 5
Hold is slab construction or bellows structure.Set by aforementioned structure, the ut socket 5 can be prevented by the single ended bolt
101 take out of from second precast wall body 5.As an example, as shown in figure 1, in the present embodiment, the ut socket 5
Non- screw rod insertion end be set to bellows structure.Additionally, in order to further lift firm effect, at least two single ended bolts 1
Screw rod 101 after the precast wall body 4 of same steel plate 2 and first is sequentially passed through, be screw-inserted into corresponding ut socket 3.
As shown in Fig. 2 fixing the vertical annexation of two walls by two single ended bolts 1.
The present embodiment application wall transverse direction dry type attachment structure realizes the assemble method of the wall connecting of " L " type two, can with but
It is not limited to comprise the following steps：S101. connected the first precast wall body and the second precast wall body is treated in adjustment, them is mutually hung down
Directly；S102., steel plate is first installed, then single ended bolt is installed again, screw rod is finally screw-inserted into ut socket, finally screw
Nut；S103. construction material is filled in two precast wall body seam crossings being vertically connected.In the step S103, the building
Material can be, but not limited to the associated materials required by waterproof material or other architectural disciplines.From there through directly using bolt
Realize that the dry type of two pieces of precast wall bodies is vertical with the cooperation of nut to be connected, can in an assembling process save situ wet operation,
So as to shorten construction period and reduce cost of labor, while can also be because eliminating wet trade template, on-site concrete and part anchor
Gu reinforcing bar so that material cost is also greatly lowered, and then can be broken through at this stage at two aspects of construction period and construction cost
Assembled architecture develops faced obstacle, promotes the development in an all-round way of building industrialization.Additionally, the attachment structure also has surely
Solidity is strong, be easily assembled and dismantle, beneficial to environmental protection and advantages of simple structure and simple, be easy to practical application and popularization.
Optimization, the mounting groove that can accommodate the steel plate 2 is provided with the wall transverse side of first precast wall body 4, and
Filled with the anticorrosion closure 7 for burying the steel plate 2 and the nut 102 in mounting groove.As shown in figure 1, by filling
Anticorrosion closure 7 is stated, an anti-corrosion protection effect can be played to the steel plate 2 and the nut 102 buried, extended whole
The firm life-span of individual attachment structure, while can also make metope attractive in appearance smooth.Therefore also include after the step S103 as follows
Step：S104. to anticorrosive is filled in mounting groove, until burying steel plate and nut in the mounting groove completely.
Optimization, pad 6 is provided between the nut 102 and the steel plate 2.As shown in figure 1, by setting the pad
Piece 6, can isolate the nut 102 and the steel plate 2, prevent nut from producing friction to make steel plate in rotation or compaction process
With or abrasive action, and then protect the steel plate 2, the service life of extending steel plate.Further optimize, the pad 6 is bullet
Property pad, can give nut one reverse elastic force after nut is screwed, so prevent nut occur loosening under tightening state it is existing
As.
To sum up, the wall transverse direction dry type attachment structure suitable for assembled architecture that the present embodiment is provided, with as follows
Technique effect：(1) because the attachment structure is that the absolutely dry of two pieces of precast wall bodies is directly realized using the cooperation of bolts and nuts
Formula is vertically connected, therefore can save situ wet operation in an assembling process, so as to shorten construction period and reduce cost of labor, is passed through
Technique center measure is crossed, due to reaching the correlation intensity requirement required by construction standards without waiting for cast-in-place part, will can be assembled
The time of first floor is foreshortened to using 1/6 the time required to existing bottom dry wall interconnection technique；(2) due to can be in assembling process
In save wet trade template, on-site concrete and part anchor bar so that material cost is also greatly lowered, such as mixed
Solidifying soil, due to the missing of situ wet operation, the concrete loss of job site there is no, all of loss all concentrates on factory,
Under the control of identical production management technology, the concrete loss of whole engineering (including factory and scene) can be reduced to only existing
The 63% of the concrete loss brought during the wet trade of field, simultaneously because being produced without on-site concrete, can also be beneficial to environmental protection, for example
Anchor bar is directed to again, due in an assembling process, being anchored without using reinforcing bar, therefore can be substantially reduced to steel
Demand, while outside stretching out wall and prefabricated mould without anchor bar, prefabricated mould can be made without cutting and can be repeated several times
Utilize, further reduce the prefabricated cost of wall；(3) attachment structure also has that steadiness is strong, is easily assembled and dismantles and tie
The advantages of structure is simple, is easy to practical application and popularization.
Embodiment two
Fig. 3 shows that the application wall transverse direction dry type attachment structure that the present embodiment is provided realizes the wall connecting of T-shape two
Schematic cross-section, Fig. 4 shows that the application wall transverse direction dry type attachment structure that the present embodiment is provided realizes the wall connecting of T-shape two
Schematic three dimensional views.The wall transverse direction dry type attachment structure and embodiment suitable for assembled architecture that the present embodiment is provided
The difference of the one wall transverse direction dry type attachment structure suitable for assembled architecture for being provided is：Such as Fig. 3 and Fig. 4 institutes
Show, first precast wall body 4 is connected at middle part with the end vertical of second precast wall body 5.
The present embodiment application wall transverse direction dry type attachment structure realizes the assemble method and embodiment of the wall connecting of T-shape two
One application wall transverse direction dry type attachment structure realizes that the assemble method of the wall connecting of " L " type two is compared, and its step is completely the same.This
Outward, the technique effect of the present embodiment is referred to the technique effect derivation of embodiment one and obtains, and is repeated no more in this.
As described above, the utility model can be realized preferably.For a person skilled in the art, it is new according to this practicality
The teaching of type, designs the horizontal dry type attachment structure of the wall suitable for assembled architecture of multi-form and does not need creativeness
Work.These embodiments be changed in the case where principle of the present utility model and spirit is not departed from, changed, replaced,
Integrate and modification is still fallen within protection domain of the present utility model.
Claims (6)
1. a kind of wall transverse direction dry type attachment structure suitable for assembled architecture, it is characterised in that including single ended bolt (1),
Steel plate (2) and ut socket (3), wherein, the single ended bolt (1) includes screw rod (101) and nut (102), the steel plate (2)
It is attached on the wall transverse side of the first precast wall body (4), the wall that the ut socket (3) is embedded in the second precast wall body (5) is horizontal
In to end face, and can coordinate with the screw rod (101) screw thread；
The screw rod (101) is screw-inserted into described after the steel plate (2) and first precast wall body (4) is sequentially passed through
In ut socket (3) so that first precast wall body (4) is vertically connected with second precast wall body (5).
2. as claimed in claim 1 suitable for the wall transverse direction dry type attachment structure of assembled architecture, it is characterised in that in institute
State and pad (6) is provided between nut (102) and the steel plate (2).
3. as claimed in claim 2 suitable for the wall transverse direction dry type attachment structure of assembled architecture, it is characterised in that described
Pad (6) is elastomeric pad.
4. as claimed in claim 1 suitable for the wall transverse direction dry type attachment structure of assembled architecture, it is characterised in that in institute
The wall transverse side for stating the first precast wall body (4) is provided with the mounting groove that can accommodate the steel plate (2), and is filled with mounting groove
Bury anticorrosion closure (7) of the steel plate (2) and the nut (102).
5. as claimed in claim 1 suitable for the wall transverse direction dry type attachment structure of assembled architecture, it is characterised in that described
The non-screw rod insertion end of ut socket (3) is slab construction or bellows structure.
6. as claimed in claim 1 suitable for the wall transverse direction dry type attachment structure of assembled architecture, it is characterised in that at least
There are two screw rods (101) of single ended bolt (1) after same steel plate (2) and the first precast wall body (4) is sequentially passed through, spiral is inserted
Enter in corresponding ut socket (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621343751.4U CN206245465U (en) | 2016-12-08 | 2016-12-08 | Suitable for the wall transverse direction dry type attachment structure of assembled architecture |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621343751.4U CN206245465U (en) | 2016-12-08 | 2016-12-08 | Suitable for the wall transverse direction dry type attachment structure of assembled architecture |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206245465U true CN206245465U (en) | 2017-06-13 |
Family
ID=59005609
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621343751.4U Active CN206245465U (en) | 2016-12-08 | 2016-12-08 | Suitable for the wall transverse direction dry type attachment structure of assembled architecture |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206245465U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108589963A (en) * | 2018-05-09 | 2018-09-28 | 安徽富煌钢构股份有限公司 | Prefabricated building precast reinforced concrete internal thermal insulation wall and inside and outside wall board connect reinforcing bar |
| CN109267659A (en) * | 2018-11-07 | 2019-01-25 | 中欧云建科技发展有限公司 | A kind of construction method that precast concrete quickly connects and assembled architecture |
-
2016
- 2016-12-08 CN CN201621343751.4U patent/CN206245465U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108589963A (en) * | 2018-05-09 | 2018-09-28 | 安徽富煌钢构股份有限公司 | Prefabricated building precast reinforced concrete internal thermal insulation wall and inside and outside wall board connect reinforcing bar |
| CN109267659A (en) * | 2018-11-07 | 2019-01-25 | 中欧云建科技发展有限公司 | A kind of construction method that precast concrete quickly connects and assembled architecture |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN206233403U (en) | Wall transverse direction dry type attachment structure based on assembled architecture wall | |
| CN207700443U (en) | Exterior wall plate level has muscle grouted joint structure at a kind of fabricated shear wall architecture storey | |
| CN106436966A (en) | Wall transverse full-dry type connection structure based on assembled type building wall and assembly method of wall transverse full-dry type connection structure | |
| CN104563288A (en) | Reinforced concrete frame gridding slab prefabricated energy-saving house | |
| CN106436896A (en) | Transverse full-dry wall connecting structure applied to prefabricated building and assembling method thereof | |
| CN202391019U (en) | End part thickened grouting connector of steel bar | |
| CN110258640B (en) | Construction method of superposed wall system for cover-excavation top-down construction | |
| CN108331198A (en) | A kind of novel fabricated reinforced concrete circle beam-constructional column method of construction | |
| CN108277887A (en) | Assembled built-in heat insulation layer concrete composite wall-light steel frame connecting node | |
| CN102011410A (en) | Prefabricated prestressed underground continuous wall and construction method thereof | |
| CN108301531A (en) | Assembled built-in heat insulation layer concrete composite wall-light steel frame-floor connecting node | |
| CN109914644A (en) | A kind of assembled heat insulation masonry wall and preparation method thereof | |
| CN206245465U (en) | Suitable for the wall transverse direction dry type attachment structure of assembled architecture | |
| CN206157913U (en) | Assembled square steel tube concrete post and girder steel connected node | |
| CN111236416A (en) | Prefabricated reinforced concrete structure house and installation method thereof | |
| CN206769199U (en) | After wear formula post stretching vertical prestressing cast-in-place concrete rod structure | |
| CN208105502U (en) | Assembled built-in heat insulation layer concrete composite wall-light steel frame connecting node | |
| CN110439291A (en) | A kind of assembled production and construction method suitable for low-rise building | |
| CN204001270U (en) | A kind of reinforced concrete wall and masonry wall syndeton | |
| CN206769200U (en) | First wear formula post stretching vertical prestressing cast-in-place concrete rod structure | |
| CN203961099U (en) | A kind of high strength hollow constructional column template brick and the constructional column of building thereof | |
| CN204753834U (en) | Partition plate of scissors stair and connection structure of floor roof beam | |
| CN107100322A (en) | Post stretching vertical prestressing cast-in-place concrete rod structure and construction method | |
| CN106368445A (en) | Existing building reinforcing and self-supporting thermal insulation integrated system and construction method | |
| CN112112295A (en) | Reinforcing construction method for post-cast strip of post-sealed outer wall |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |