CN106436896A - Transverse full-dry wall connecting structure applied to prefabricated building and assembling method thereof - Google Patents
Transverse full-dry wall connecting structure applied to prefabricated building and assembling method thereof Download PDFInfo
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- CN106436896A CN106436896A CN201611124633.9A CN201611124633A CN106436896A CN 106436896 A CN106436896 A CN 106436896A CN 201611124633 A CN201611124633 A CN 201611124633A CN 106436896 A CN106436896 A CN 106436896A
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- steel plate
- wall
- wall body
- attachment structure
- dry type
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- 238000000034 method Methods 0.000 title claims abstract description 30
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 39
- 239000010959 steel Substances 0.000 claims abstract description 39
- 238000010276 construction Methods 0.000 claims abstract description 21
- 238000003780 insertion Methods 0.000 claims description 4
- 230000037431 insertion Effects 0.000 claims description 4
- 239000004035 construction material Substances 0.000 claims description 3
- 230000008569 process Effects 0.000 abstract description 10
- 238000011161 development Methods 0.000 abstract description 8
- 239000000463 material Substances 0.000 abstract description 8
- 230000007613 environmental effect Effects 0.000 abstract description 5
- 230000004888 barrier function Effects 0.000 abstract description 2
- 238000004873 anchoring Methods 0.000 abstract 1
- 230000000694 effects Effects 0.000 description 6
- 230000009286 beneficial effect Effects 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 4
- 238000004904 shortening Methods 0.000 description 4
- 230000003014 reinforcing effect Effects 0.000 description 3
- 230000008859 change Effects 0.000 description 2
- 239000012141 concentrate Substances 0.000 description 2
- 230000008034 disappearance Effects 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 230000009471 action Effects 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 238000005056 compaction Methods 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 238000009795 derivation Methods 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 238000003756 stirring Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
- E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
- E04B1/043—Connections specially adapted therefor
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
- E04B1/4157—Longitudinally-externally threaded elements extending from the concrete or masonry, e.g. anchoring bolt with embedded head
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
- E04B2001/6195—Connections for building structures in general of slab-shaped building elements with each other the slabs being connected at an angle, e.g. forming a corner
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention relates to the technical field of prefabricated wall connection, and discloses a transverse full-dry wall connecting structure applied to a prefabricated building and an assembling method thereof. According to the connecting structure, full-dry perpendicular connection of two prefabricated wall bodies is realized directly by coperation between a bolt and a nut, so that field wet construction can be eliminated in an assembling process to shorten the construction period and reduce the labor cost, and meanwhile, a wet construction template, site concrete and part of anchoring steel bars can be eliminated to greatly reduce the material cost, further break through barriers with which prefabricated building development at the present stage is confronted in terms of construction period and construction cost and promote comprehensive development of the building industry. In addition, the connecting structure also has the advantages of high firmness, easiness for assembling and disassembling, favorability for environmental protection, simple structure and the like, and is convenient to be practically applied and popularized.
Description
Technical field
The present invention relates to dry wall interconnection technique field, in particular it relates to a kind of wall being applied to assembled architecture is horizontal
Dry type attachment structure and its assemble method.
Background technology
Assembled architecture refers to the building being assembled with prefabricated component (such as precast wall body) in building-site, this
The structure speed block of building, little to the dependency of weather conditions, labour force can be saved and improve construction quality.But at present right
It is still necessary to carry out situ wet operation during precast wall body is assembled, need to stir mortar or coagulation in assembly site
The submersibles such as soil, it is right so will to cause in construction period and two aspects of 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.
Content of the invention
For aforementioned problem of the prior art, the invention provides a kind of horizontal dry type of wall being applied to assembled architecture
Attachment structure and its assemble method, because this attachment structure is directly to realize two pieces of dry walls using the cooperation of bolts and nuts
The dry type of body vertically connects, and therefore can save situ wet operation in an assembling process, thus shortening construction period and reducing people
Work cost, simultaneously also can because eliminate wet trade template, on-site concrete and part anchor bar so that material cost also significantly
Degree reduces, and then can break through the faced barrier of assembled architecture development at this stage in construction period and two aspects of construction cost
Hinder, promote the development in an all-round way of building industrialization.Additionally, described attachment structure also has, steadiness is strong, be easily assembled and dismantle, be beneficial to
Environmental protection and advantages of simple structure and simple, are easy to practical application and popularization.
The technical solution used in the present invention, on the one hand provides a kind of horizontal dry type of wall being applied to assembled architecture even
Access node structure, including single ended bolt, steel plate and ut socket, wherein, described single ended bolt includes screw rod and nut, and described steel plate is attached
On the wall transverse side of the first precast wall body, described ut socket is embedded in the wall transverse end surface of the second precast wall body, and
Can coordinate with described screw flight；Described screw rod, after sequentially passing through described steel plate and described first precast wall body, is screw-inserted into
To in described ut socket so that described first precast wall body is vertically connected with described second precast wall body.
Optimize, between described nut and described steel plate, be provided with pad.Optimize further, described pad is cushion
Piece.
Optimize, have, in the wall transverse side of described first precast wall body, the mounting groove that described steel plate can be accommodated, and
It is filled with the anticorrosion closure burying described steel plate and described nut in mounting groove.
Optimize, the non-screw rod insertion end of described ut socket is slab construction or bellows structure.
Optimize, the screw rod of at least two single ended bolt after sequentially passing through same steel plate and the first precast wall body,
It is screw-inserted in corresponding ut socket.
The technical solution used in the present invention, on the other hand provides a kind of aforementioned wall being applied to assembled architecture laterally complete
The assemble method of dry type attachment structure, comprises the steps：S101. the first connected precast wall body and the second dry wall are treated in adjustment
Body, makes them be mutually perpendicular to；S102. first steel plate is installed, then again single ended bolt is installed, makes screw rod finally be screw-inserted into nut
In sleeve, last tightening nuts；S103. in two precast wall body seam crossing filling construction materials being vertically connected.
Optimize, when having, in the wall transverse side of the first precast wall body, the mounting groove that steel plate can be accommodated, then described
Also comprise the steps after step S103：S104. fill anticorrosive in mounting groove, be in this peace until burying completely
Steel plate in tankage and nut.
To sum up, using the wall horizontal dry type attachment structure being applied to assembled architecture provided by the present invention and its assembling
Method, has the following technical effect that：(1) because this attachment structure is directly to realize two pieces in advance using the cooperation of bolts and nuts
The dry type of body of wall processed vertically connects, and therefore can save situ wet operation in an assembling process, thus shortening construction period and dropping
Low cost of labor, measures through technique center, due to reaching the correlation intensity required by construction standards without waiting for cast-in-place part
Require, the time of assembling first floor can be foreshortened to using existing bottom dry wall interconnection technique required time 1/6；(2) by
In can save wet trade template, on-site concrete and part anchor bar in an assembling process so that material cost also significantly
Reduce, for example, be directed to concrete, due to the disappearance of situ wet operation, the concrete loss of job site is not further, all of damage
Consumption all concentrates on factory, and under the control of identical production management technology, the concrete of whole engineering (including factory and scene) damages
Consumption can be reduced to only at the scene wet trade when brought concrete loss 63%, simultaneously because no on-site concrete produce,
Environmental protection also can be beneficial to, for example, be directed to anchor bar, due in an assembling process, being anchored without using reinforcing bar, therefore again
The demand to steel can be substantially reduced, outside stretching out body of wall and prefabricated mould without anchor bar, prefabricated mould can be made no simultaneously
Need to cut and can be used repeatedly, reduce the prefabricated cost of body of wall further；(3) described attachment structure also has steadiness
By force, it is easily assembled and dismantles and advantages of simple structure and simple, be easy to practical application and popularization.
Brief description
In order to be illustrated more clearly that the embodiment of the present invention or technical scheme of the prior art, below will be to embodiment or existing
Have technology description in required use accompanying drawing be briefly described it should be apparent that, drawings in the following description be only this
Some embodiments of invention, for those of ordinary skill in the art, on the premise of not paying creative work, acceptable
Other accompanying drawings are obtained according to these accompanying drawings.
Fig. 1 is that the application wall horizontal dry type attachment structure that the embodiment of the present invention one provides realizes " L " type two wall connecting
Schematic cross-section.
Fig. 2 is that the application wall horizontal dry type attachment structure that the embodiment of the present invention one provides realizes " L " type two wall connecting
Schematic three dimensional views.
Fig. 3 is that the application wall horizontal dry type attachment structure that the embodiment of the present invention two provides realizes T-shape two wall connecting
Schematic cross-section.
Fig. 4 is that the application wall horizontal dry type attachment structure that the embodiment of the present invention two provides realizes T-shape two wall connecting
Schematic three dimensional views.
In above-mentioned accompanying drawing：1st, single ended bolt 101, screw rod 102, nut 2, steel plate 3, ut socket 4, first are prefabricated
Body of wall 5, the second precast wall body 6, pad 7, anticorrosion closure.
Specific embodiment
The assembled architecture that is applied to of present invention offer hereinafter with reference to accompanying drawing, is provided in detail by way of example
Wall horizontal dry type attachment structure and its assemble method.Here is it should be noted that the explanation for these way of example is used
Understand the present invention in help, but do not constitute limitation of the invention.
The terms "and/or", only a kind of incidence relation of description affiliated partner, represents there may be three kinds of passes
System, for example, A and/or B, can represent：, there are tri- kinds of situations of A and B, the terms in individualism A, individualism B simultaneously
"/and " it is another kind of affiliated partner relation of description, represent there may be two kinds of relations, for example, and A/ and B, can represent：Individually deposit
In A, two kinds of situations of individualism A and B, in addition, character "/" herein, typically represent forward-backward correlation and close to liking a kind of "or"
System.
Embodiment one
Fig. 1 shows that the application wall horizontal dry type attachment structure that the present embodiment provides realizes " L " type two wall connecting
Schematic cross-section, Fig. 2 shows that the application wall horizontal dry type attachment structure that the present embodiment provides realizes " L " type two wall connecting
Schematic three dimensional views.It is applied to the wall horizontal dry type attachment structure of assembled architecture, including single described in the present embodiment offer
Hook bolt 1, steel plate 2 and ut socket 3, wherein, described single ended bolt 1 includes screw rod 101 and nut 102, and described steel plate 2 adheres to
On the wall transverse side of the first precast wall body 4, described ut socket 3 is embedded in the wall transverse end surface of the second precast wall body 5, and
Can coordinate with described screw rod 101 screw thread；Described screw rod 101 after sequentially passing through described steel plate 2 and described first precast wall body 4,
It is screw-inserted in described ut socket 3 so that described first precast wall body 4 is vertically connected with described second precast wall body 5.
As depicted in figs. 1 and 2, described first precast wall body 4 is in the end vertical phase of end and described second precast wall body 5
Even.By the screw thread cooperation of described single-head screw 1 and described ut socket 3, can achieve described first precast wall body 4 and described the
The vertical assembly and disassembly of two precast wall bodies 5.Described steel plate 2 is used for, when described nut 102 screws, expanding described nut 102
Active area to described first precast wall body 4, prevents described nut 102 because by the pulling force from described ut socket 3
It is absorbed in body of wall, the problem leading to connect built on the sand and be unfavorable for dismantle.Optimize, the non-screw rod insertion of described ut socket 5
Hold as slab construction or bellows structure.Arranged by aforementioned structure, described ut socket 5 can be prevented by described single ended bolt
101 take out of from described second precast wall body 5.As an example, as shown in figure 1, in the present embodiment, described ut socket 5
Non- screw rod insertion end be set to bellows structure.Additionally, in order to lift firm effect, at least two single ended bolt 1 further
Screw rod 101 after sequentially passing through same steel plate 2 and the first precast wall body 4, be screw-inserted in corresponding ut socket 3.
As shown in Fig. 2 fix the vertical annexation of two walls by two described single ended bolt 1.
The present embodiment application wall horizontal dry type attachment structure realize " L " type two wall connecting assemble method, can but
It is not limited to comprise the steps：S101. the first connected precast wall body and the second precast wall body are treated in adjustment, make them mutually vertical
Directly；S102. first steel plate is installed, then again single ended bolt is installed, so that screw rod is finally screw-inserted in ut socket, finally screw
Nut；S103. in two precast wall body seam crossing filling construction materials being vertically connected.In described step S103, described building
Material can be, but not limited to the associated materials required by waterproof material or other architectural discipline.From there through directly adopting bolt
Cooperation with nut is connected the dry type to realize two pieces of precast wall bodies is vertical, can save situ wet operation in an assembling process,
Thus shortening construction period and reducing cost of labor, simultaneously also can be because eliminating wet trade template, on-site concrete and part anchor
Gu reinforcing bar is so that material cost is also greatly lowered, and then can break through at this stage in construction period and two aspects of construction cost
The faced obstacle of assembled architecture development, promotes the development in an all-round way of building industrialization.Additionally, described attachment structure also has surely
Solidity is strong, is easily assembled and dismantles, be beneficial to environmental protection and advantages of simple structure and simple, is easy to practical application and popularization.
Optimize, have, in the wall transverse side of described first precast wall body 4, the mounting groove that described steel plate 2 can be accommodated, and
It is filled with the anticorrosion closure 7 burying described steel plate 2 and described nut 102 in mounting groove.As shown in figure 1, by filling institute
State anticorrosion closure 7, the described steel plate 2 buried and described nut 102 can be played with an anti-corrosion protection effect, extend whole
In the firm life-span of individual attachment structure, metope also can be made attractive in appearance smooth simultaneously.Therefore also include as follows after described step S103
Step：S104. fill anticorrosive in mounting groove, until burying steel plate and the nut being in this mounting groove completely.
Optimize, between described nut 102 and described steel plate 2, be provided with pad 6.As shown in figure 1, by arranging described pad
Piece 6, can isolate described nut 102 and described steel plate 2, prevent nut from producing friction to steel plate in rotation or compaction process and make
With or abrasive action, and then protect described steel plate 2, the service life of extending steel plate.Optimize further, described pad 6 is bullet
Property pad, can after nut screws, to one reverse elastic force of nut, and then prevent nut occur loosening under tightening state existing
As.
To sum up, what the present embodiment was provided is applied to wall horizontal dry type attachment structure and its assembling side of assembled architecture
Method, has the following technical effect that：(1) due to this attachment structure be directly using the cooperation of bolts and nuts to realize two pieces prefabricated
The dry type of body of wall vertically connects, and therefore can save situ wet operation in an assembling process, thus shortening construction period and reducing
Cost of labor, measures through technique center, and the correlation intensity due to reaching without waiting for cast-in-place part required by construction standards will
Ask, the time of assembling first floor can be foreshortened to using existing bottom dry wall interconnection technique required time 1/6；(2) due to
Wet trade template, on-site concrete and part anchor bar can be saved in an assembling process so that material cost also significantly drops
Low, for example it is directed to concrete, due to the disappearance of situ wet operation, the concrete loss of job site is not further, all of loss
All concentrate 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 the 63% of concrete loss, simultaneously because no on-site concrete produces, also
Environmental protection can be beneficial to, for example, be directed to anchor bar, due in an assembling process, being anchored without using reinforcing bar, therefore may be used again
Substantially reduce the demand to steel, outside stretching out body of wall and prefabricated mould without anchor bar, can make the prefabricated mould need not simultaneously
Cutting simultaneously can be used repeatedly, and reduces the prefabricated cost of body of wall further；(3) described attachment structure also have steadiness strong,
It is easily assembled and dismantles and advantages of simple structure and simple, be easy to practical application and popularization.
Embodiment two
Fig. 3 shows that the application wall horizontal dry type attachment structure that the present embodiment provides realizes T-shape two wall connecting
Schematic cross-section, Fig. 4 shows that the application wall horizontal dry type attachment structure that the present embodiment provides realizes T-shape two wall connecting
Schematic three dimensional views.Wall horizontal dry type attachment structure and the embodiment of assembled architecture are provided described in the present embodiment offer
The difference of the one wall horizontal dry type attachment structure being applied to assembled architecture being provided is：As Fig. 3 and Fig. 4 institute
Show, described first precast wall body 4 is connected with the end vertical of described second precast wall body 5 at middle part.
The present embodiment application wall horizontal dry type attachment structure realizes assemble method and the embodiment of T-shape two wall connecting
The assemble method that one application wall horizontal dry type attachment structure realizes " L " type two wall connecting 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 repeats no more in this.
As described above, the present invention can preferably be realized.For a person skilled in the art, the religion according to the present invention
Lead, design multi-form be applied to the wall horizontal dry type attachment structure of assembled architecture and its assemble method does not need
Performing creative labour.Without departing from the principles and spirit of the present invention these embodiments are changed, change, replace
Change, integrate and modification still falls within protection scope of the present invention.
Claims (8)
1. a kind of wall horizontal dry type attachment structure being applied to assembled architecture it is characterised in that include single ended bolt (1),
Steel plate (2) and ut socket (3), wherein, described single ended bolt (1) includes screw rod (101) and nut (102), described steel plate (2)
It is attached on the wall transverse side of the first precast wall body (4), the wall that described ut socket (3) is embedded in the second precast wall body (5) is horizontal
To in end face, and can coordinate with described screw rod (101) screw thread；
Described screw rod (101), after sequentially passing through described steel plate (2) and described first precast wall body (4), is screw-inserted into described
So that described first precast wall body (4) is vertically connected with described second precast wall body (5) in ut socket (3).
2. it is applied to the wall horizontal dry type attachment structure of assembled architecture as claimed in claim 1 it is characterised in that in institute
State and between nut (102) and described steel plate (2), be provided with pad (6).
3. it is applied to the wall horizontal dry type attachment structure of assembled architecture as claimed in claim 2 it is characterised in that described
Pad (6) is elastomeric pad.
4. it is applied to the wall horizontal dry type attachment structure of assembled architecture as claimed in claim 1 it is characterised in that in institute
The wall transverse side stating the first precast wall body (4) has the mounting groove that can accommodate described steel plate (2), and is filled with mounting groove
Bury anticorrosion closure (7) of described steel plate (2) and described nut (102).
5. it is applied to the wall horizontal dry type attachment structure of assembled architecture as claimed in claim 1 it is characterised in that described
The non-screw rod insertion end of ut socket (3) is slab construction or bellows structure.
6. it is applied to the wall horizontal dry type attachment structure of assembled architecture as claimed in claim 1 it is characterised in that at least
The screw rod (101) having two single ended bolt (1) after sequentially passing through same steel plate (2) and the first precast wall body (4), insert by spiral
Enter in corresponding ut socket (3).
7. as described in a kind of any one as claim 1～6, it is applied to the wall horizontal dry type attachment structure of assembled architecture
Assemble method is it is characterised in that comprise the steps：
S101. the first connected precast wall body and the second precast wall body are treated in adjustment, so that them is mutually perpendicular to；
S102. first steel plate is installed, then again single ended bolt is installed, so that screw rod is finally screw-inserted in ut socket, finally revolve
Tight nut；
S103. in two precast wall body seam crossing filling construction materials being vertically connected.
8. it is applied to the assemble method of the wall horizontal dry type attachment structure of assembled architecture as claimed in claim 7, it is special
Levy and be, when having, in the wall transverse side of the first precast wall body, the mounting groove that steel plate can be accommodated, then in described step S103
Also comprise the steps afterwards：
S104. fill anticorrosive in mounting groove, until burying steel plate and the nut being in this mounting groove completely.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611124633.9A CN106436896A (en) | 2016-12-08 | 2016-12-08 | Transverse full-dry wall connecting structure applied to prefabricated building and assembling method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611124633.9A CN106436896A (en) | 2016-12-08 | 2016-12-08 | Transverse full-dry wall connecting structure applied to prefabricated building and assembling method thereof |
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| CN106436896A true CN106436896A (en) | 2017-02-22 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611124633.9A Pending CN106436896A (en) | 2016-12-08 | 2016-12-08 | Transverse full-dry wall connecting structure applied to prefabricated building and assembling method thereof |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106638983A (en) * | 2017-02-23 | 2017-05-10 | 中国建筑第八工程局有限公司 | Prefabricated panel connecting node structure and prefabricated panel system and construction method thereof |
| CN107724542A (en) * | 2017-11-27 | 2018-02-23 | 三筑工科技有限公司 | Walling system |
| CN109610649A (en) * | 2018-12-12 | 2019-04-12 | 中国十七冶集团有限公司 | A kind of prefabricated lines installation method of fabricated construction PC component exterior wall |
| CN109853745A (en) * | 2018-12-27 | 2019-06-07 | 安徽企服工程技术有限公司 | A kind of prefabrication connection structure and connection method |
| CN110005052A (en) * | 2019-04-17 | 2019-07-12 | 中国十七冶集团有限公司 | A kind of attachment device based on fabricated construction installation |
| CN111677127A (en) * | 2020-06-17 | 2020-09-18 | 都清 | Self-locking type connecting device and connecting method thereof |
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Application publication date: 20170222 |