CN109594656A - The attachment device and its application method of collar tie beam between a kind of wallboard and wallboard - Google Patents
The attachment device and its application method of collar tie beam between a kind of wallboard and wallboard Download PDFInfo
- Publication number
- CN109594656A CN109594656A CN201910081437.5A CN201910081437A CN109594656A CN 109594656 A CN109594656 A CN 109594656A CN 201910081437 A CN201910081437 A CN 201910081437A CN 109594656 A CN109594656 A CN 109594656A
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- Prior art keywords
- tie beam
- collar tie
- wallboard
- nut
- stud
- 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.)
- Pending
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- 238000000034 method Methods 0.000 title claims description 8
- 238000010276 construction Methods 0.000 claims abstract description 8
- 239000004567 concrete Substances 0.000 claims description 6
- 239000000463 material Substances 0.000 claims description 5
- 239000011440 grout Substances 0.000 claims description 4
- 238000005266 casting Methods 0.000 claims description 3
- 238000010586 diagram Methods 0.000 description 5
- 238000004519 manufacturing process Methods 0.000 description 5
- 238000009435 building construction Methods 0.000 description 2
- 239000008267 milk Substances 0.000 description 2
- 210000004080 milk Anatomy 0.000 description 2
- 235000013336 milk Nutrition 0.000 description 2
- 208000012287 Prolapse Diseases 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 239000002360 explosive Substances 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000012544 monitoring process Methods 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 239000011178 precast concrete Substances 0.000 description 1
- 238000003672 processing method Methods 0.000 description 1
- 238000013139 quantization Methods 0.000 description 1
- 230000035939 shock Effects 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
- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
-
- 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
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- 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 application discloses a kind of attachment device of collar tie beam between wallboard and wallboard, including hollow square column body, hollow square column body upper end fixed cover, hollow hex nut, which is provided with to extend downwardly down, stretches cylinder, under stretch cylinder outer diameter be less than upper lid on be provided with upper cover centre bore, under stretch cylinder and be passed down through upper cover, under stretch cylinder and screw square nut, the fixed lower cover in the hollow square column body lower end, the fixed lower connection bolt of lower cover, it is passed down through after collar tie beam sleeve and is connect with bottom wall panel using screw pair, collar tie beam sleeve is embedded on collar tie beam, lower connection bolt, gap is provided between hollow square column body and collar tie beam sleeve, stud it is upper, lower end is provided with screw thread, on and, the thread rotary orientation of lower end is opposite, stud lower end screws the internal thread hole of hollow hex nut, the upper end of stud screws upper attaching nut pre-buried in top wall panel, Side wall panel, circle, downside wallboard are fixedly connected in realization, save building cost, improve construction efficiency.
Description
Technical field
The collar tie beam attachment device and its application method that the present invention relates to a kind of for multilayer wallboard and between wallboard are reduced
The workload of situ wet operation, belongs to industrialized production building field.
Background technique
Using the building construction mode of prefabricated panel and construction site combination installation, the duration can be greatly shortened, is criticized simultaneously
Quantization, automated production wallboard improve production efficiency, and wallboard is quality controllable, the connection dress of collar tie beam between wallboard and wallboard
The build guality concerning entire building construction is set, the collar tie beam being arranged between wallboard and wallboard realizes that entirety is reliably connected, and is to improve
Houser eliability, shock resistance, the requisite measure of property easy for construction.
At present, it is common to use prefabricated panel assembled attachment device be mostly situ wet operation, cloth muscle is complicated, quality not
Easily guarantee, be not easy to supervision department's monitoring, if connecting node ductility is poor, by when geological process cannot dissipation energy well,
Power transmission is not direct, cost is higher, heavily loaded, requirement that cracking resistance and globality are strong of hardly possible satisfaction etc..In view of novel fabricated structural body
The problems such as uncertainty that the appearance of system and fabricated construction anti-seismic performance are shown.Based on this situation, this application involves one kind
Attachment device for collar tie beam between the wallboard and wallboard of multi-layer concrete fabricated construction.The connection dress combined using dry and wet operation
Processing method is set, the workload of situ wet operation is greatly reduced, improves overall performance and the production of precast concrete
Efficiency, it is energy saving, building cost is reduced, is benefited the nation and the people.
Summary of the invention
The problem to be solved by the present invention is that overcome the deficiencies in the prior art, proposes a kind of adjustable link position, drop
Low prefabricated panel and collar tie beam precision reduce the attachment device and its application method of collar tie beam between the wallboard of rejection rate and wallboard.
The purpose of the present invention can be achieved through the following technical solutions: the attachment device of collar tie beam between a kind of wallboard and wallboard,
Including hollow square column body 1, stud 2, upper cover 3, hollow hex nut 4, square nut 5, collar tie beam sleeve 8, lower connection bolt
9, lower cover 10, the 1 upper end fixed cover 3 of hollow square column body, the center of upper cover 3 is provided with to be run through along up and down direction
Upper cover centre bore 32, the hollow hex nut 4, which is provided with to extend downwardly down, stretches cylinder 41, under stretch the outer diameter of cylinder 41
Less than upper cover centre bore 32, under stretch cylinder 41 and be passed down through upper cover 3, under stretch the external screw thread rotation being arranged on the external cylindrical surface of cylinder 41
Square nut 5 is closed, the outer profile of square nut 5 is square, and the side length of square nut 5 is greater than the diameter of upper cover centre bore 32,
The side length of square nut 5 is less than the side length of the square cavities of hollow square column body 1, and the catercorner length of square nut 5 is greater than hollow
The inscribed circle of the inner cavity side length of square body 1, the hexagonal outer profile of the hollow hex nut 4 is greater than upper cover centre bore 32；
The fixed lower cover 10 in 1 lower end of hollow square column body, the upper end of the fixed lower connection bolt 9 of lower cover 10, the collar tie beam set
The top of cylinder 8 is provided with circular sleeve epicoele 81, for accommodating hollow square column body 1, sleeve epicoele 81 and hollow square column body 1
For outer wall there are gap, the lower part of collar tie beam sleeve 8 is provided with circular sleeve cavity of resorption 82, is passed down through circle for lower connection bolt 9
Beam 101, and lower connection bolt 9 and sleeve cavity of resorption 82, there are gap, collar tie beam sleeve 8 is embedded on collar tie beam 101；
The upper and lower end of the stud 2 is provided with screw thread, and the thread rotary orientation of upper and lower end is on the contrary, described hollow six
Angle nut 4 is provided centrally with along upper and lower perforative internal thread hole, the hollow hexagonal of threaded engagement of 2 lower end of stud setting
The internal thread hole of nut 4, the threaded upper ends of stud 2 screw upper connection pre-buried in the upper prefabricated connecting hole of top wall panel 7
Nut；
Pre-buried lower attaching nut is revolved in lower 9 lower thread of connection bolt and the lower connecting hole of bottom wall panel upper end setting
It closes, and is self-locking connection screw thread.
Further, lower connection bolt 9 is coaxially disposed with stud 2.
Further, the upper cover 3 is rectangular, and the position at four rectangular angles is provided with to be passed through along up and down direction
The upper cover grout hole 31 worn is offered along the perforative plasm pouring in plane hole of left and right directions on the side wall of the hollow square column body 1
11。
Further, the middle part of the stud 2 is provided with hexagonal boss 21, for rotating double end spiral shell using spanner
Bolt 2.
Further, between the wallboard and wallboard the attachment device of collar tie beam application method, include the following steps:
Step 1: at least two collar tie beam sleeves 8 are embedded on collar tie beam 101, the upper end of sleeve epicoele 81 and the upper table of collar tie beam 101
Face flushes, and the lower end of sleeve cavity of resorption 82 flushes or extends downwardly with the lower surface of collar tie beam 101；
Step 2: want that the position adapted to is respectively set in the lower end of upper side wall panel 7, the upper end of downside wallboard 6 and collar tie beam sleeve 8
Prefabricated connecting hole, under prefabricated connecting hole, upper prefabricated connecting hole, under pre-buried upper attaching nut, lower connection respectively in prefabricated connecting hole
Nut；
Step 3: the lower connection bolt 9 of the attachment device of collar tie beam between wallboard and wallboard is passed through into collar tie beam sleeve cavity of resorption 82, under adjustment
The position for connecting bolt 9 or hollow square column body 1, by the lower connection of the screw thread and downside wallboard 6 of the lower end setting of lower connection bolt 9
Nut is screwed and is locked；
Step 4: unscrewing stud 2, and upper side wall panel 7 is placed on to the position set in construction, unscrews hollow hex nut 4,
Adjust the position of hollow hex nut 4 and square nut 5 relative to hollow square column body 1 so that 2 upper end of stud with it is upper prefabricated
The position of the upper attaching nut of connecting hole is adapted, and screws hollow hex nut 4.
Step 5: 2 upper end of stud is bonded with the upper attaching nut of upper prefabricated connecting hole, is screwed stud 2, is made
Side wall panel 7 is strained and fixed with collar tie beam 101.
Step 6: casting concrete is in the milk between upper side wall panel 7 and collar tie beam 101, collar tie beam 101 and the gap of downside wallboard 6
Material.Side wall panel 7, collar tie beam 101, downside wallboard 6 are fixedly connected in realization.
Compared with prior art, the beneficial effects of the present invention are:
1. pre-buried collar tie beam sleeve on collar tie beam, the lower connection bolt of the attachment device of collar tie beam is passed down through collar tie beam set between wallboard and wallboard
Cylinder connection bottom wall panel, and collar tie beam is compressed, realization collar tie beam is fixedly connected with bottom wall panel；
2. being provided with gap between collar tie beam sleeve and hollow square column body and lower connection bolt, the manufacture essence of collar tie beam and bottom wall panel is reduced
Degree, save the cost；
3. realizing that top wall panel and the reliable of attachment device are strained and fixed using the structure of stud reverse thread connection；
4. prefabricated connecting hole is respectively set in prefabricated top wall panel, bottom wall panel upper and lower side, the fixation of multilayer wallboard and collar tie beam is realized
Connection.
Detailed description of the invention
Fig. 1 is the general structure schematic diagram of the attachment device of collar tie beam between wallboard and wallboard.
Fig. 2 is the overall structure partial sectional view of the attachment device of collar tie beam between wallboard and wallboard.
Fig. 3 is the explosive view of the attachment device of collar tie beam between wallboard and wallboard.
Fig. 4 is the view in full section of the attachment device of collar tie beam between wallboard and wallboard.
Fig. 5 is the structural schematic diagram of collar tie beam sleeve.
Fig. 6 is the structural schematic diagram of the pre-buried collar tie beam sleeve of collar tie beam.
Fig. 7 is top wall panel, collar tie beam, bottom wall panel attachment structure schematic diagram.
Fig. 8 is the structural schematic diagram of setting attachment device in collar tie beam.
Appended drawing reference: 1- hollow square column body, 11- plasm pouring in plane hole, 2- stud, 21- hexagonal boss, 3- upper cover, 31-
Cylinder, 5- square nut, 6- bottom wall panel, 7- are stretched under upper cover grout hole, 32- upper cover centre bore, the hollow hex nut of 4-, 41-
Bolt, 10- lower cover, 101- collar tie beam are connected under top wall panel, 8- collar tie beam sleeve, 81- sleeve epicoele, 82- sleeve cavity of resorption, 9-.
Specific embodiment
In conjunction with Fig. 1-8, the attachment device of collar tie beam between of the invention a kind of wallboard and wallboard, including hollow square column body 1, double end
Bolt 2, upper cover 3, hollow hex nut 4, square nut 5, collar tie beam sleeve 8, lower connection bolt 9, lower cover 10, with the side of attached drawing 4
To the upper and lower of the application, left and right directions is defined, to describe the application, the hollow square column body 1 is square tubular structure,
It is offered on the side wall of hollow square column body 1 along the perforative plasm pouring in plane hole 11 of left and right directions, is entered for concrete grouting material
Into the inner cavity of hollow square column body 1, fixation hollow square body 1, the 1 upper end fixed cover 3 of hollow square column body, such as weld
Connect, upper cover 3 be it is rectangular, the position at four rectangular angles is provided with along the perforative upper cover grout hole 31 of up and down direction, is used
In the inner cavity that concrete grouting material enters hollow square column body 1, fixation hollow square body 1, the center of the upper cover 3
It is provided with along the perforative upper cover centre bore 32 of up and down direction, the hollow hex nut 4, which is provided with to extend downwardly down, to be stretched
Cylinder 41, under stretch the outer diameter of cylinder 41 and be less than upper cover centre bore 32, under stretch cylinder 41 and be passed down through upper cover 3, under stretch on cylinder 41
Be provided with external screw thread, under stretch the external screw thread of cylinder 41 and screw square nut 5, the outer profile of square nut 5 is square, rectangular spiral shell
The side length of mother 5 is greater than the diameter of upper cover centre bore 32, cannot be from 32 prolapse upwards of upper cover centre bore, rectangular spiral shell to square nut
The side length of mother 5 is less than the side length of the square cavities of hollow square column body 1, still can with following stretch after cylinder 41 screws square nut 5
Enough that position is adjusted in the inner cavity of hollow square column body 1, the catercorner length of square nut 5 is greater than the inner cavity side of hollow square column body 1
It is long, to prevent square nut 5 from rotating in the square cavities of hollow square column body 1, the hexagon of the hollow hex nut 4
The inscribed circle of outer profile is greater than upper cover centre bore 32, prevents hollow hex nut 4 abjection upper cover 3 downwards.
The upper and lower end of the stud 2 is provided with screw thread, and the middle part of stud 2 is provided with hexagonal boss 21,
For using spanner to rotate stud 2, the hollow hex nut 4 is provided centrally with along upper and lower perforative internal screw thread
Hole, the internal thread hole of the hollow hex nut 4 of threaded engagement of 2 lower end of the stud setting, the upper end spiral shell of stud 2
Line screws upper attaching nut pre-buried in the upper prefabricated connecting hole of top wall panel 7.
The thread rotary orientation of the upper and lower end of the stud 2 is on the contrary, the stud 2 and hollow hex nut 4
The screw thread of internal thread hole be self-locking thread, it is fixed in the threaded upper ends of stud 2 and the upper prefabricated connecting hole of top wall panel 7
The screw thread of upper attaching nut is self-locking thread.
The fixed lower cover 10 in 1 lower end of hollow square column body, the upper end of the fixed lower connection bolt 9 of lower cover 10, the circle
The top of beam casing cylinder 8 is provided with circular sleeve epicoele 81, for accommodating hollow square column body 1, and sleeve epicoele 81 with it is hollow
There are gaps for the outer wall of square body 1, for adjusting position of the hollow square column body 1 in sleeve epicoele 81, the lower part of collar tie beam sleeve 8
It is provided with circular sleeve cavity of resorption 82, is passed down through collar tie beam 101 for lower connection bolt 9, and under lower connection bolt 9 and sleeve
Chamber 82 is there are gap, for adjusting position of the connection bolt 9 under a bushing in chamber 82, under using and be arranged in bottom wall panel 6
The position of connecting hole, lower connection 9 lower thread of bolt are screwed with lower attaching nut pre-buried in lower connecting hole, and are self-locking connection
Screw thread.
The collar tie beam sleeve 8 is embedded on collar tie beam 101, and the upper end of sleeve epicoele 81 is flushed with the upper surface of collar tie beam 101,
The lower end of sleeve cavity of resorption 82 flushes or extends downwardly with the lower surface of collar tie beam 101.
The Connection Step of the attachment device of collar tie beam is as follows between wallboard and wallboard:
Step 1: at least two collar tie beam sleeves 8 are embedded on collar tie beam 101, the upper end of sleeve epicoele 81 and the upper table of collar tie beam 101
Face flushes, and the lower end of sleeve cavity of resorption 82 flushes or extends downwardly with the lower surface of collar tie beam 101；
Step 2: want that the position adapted to is respectively set in the lower end of upper side wall panel 7, the upper end of downside wallboard 6 and collar tie beam sleeve 8
Prefabricated connecting hole, under prefabricated connecting hole, upper prefabricated connecting hole, under pre-buried upper attaching nut, lower connection respectively in prefabricated connecting hole
Nut；
Step 3: the lower connection bolt 9 of the attachment device of collar tie beam between wallboard and wallboard is passed through into collar tie beam sleeve cavity of resorption 82, under adjustment
The position for connecting bolt 9 or hollow square column body 1, by the lower connection of the screw thread and downside wallboard 6 of the lower end setting of lower connection bolt 9
Nut is screwed and is locked；
Step 4: unscrewing stud 2, and upper side wall panel 7 is placed on to the position set in construction, unscrews hollow hex nut 4,
Adjust the position of hollow hex nut 4 and square nut 5 relative to hollow square column body 1 so that 2 upper end of stud with it is upper prefabricated
The position of the upper attaching nut of connecting hole is adapted, and screws hollow hex nut 4.
Step 5: 2 upper end of stud is bonded with the upper attaching nut of upper prefabricated connecting hole, is screwed stud 2, is made
Side wall panel 7 is strained and fixed with collar tie beam 101.
Step 6: casting concrete is in the milk between upper side wall panel 7 and collar tie beam 101, collar tie beam 101 and the gap of downside wallboard 6
Material.Side wall panel 7, collar tie beam 101, downside wallboard 6 are fixedly connected in realization.
Prefabricated connecting hole under the upper end of the upper side wall panel 7 is cast at least two, 6 lower end of downside wallboard are set
It is equipped with prefabricated connecting hole under being adapted with 2 position of stud, the fixation of more side wall panels, collar tie beam may be implemented.
Claims (5)
1. the attachment device of collar tie beam between a kind of wallboard and wallboard, including hollow square column body (1), stud (2), upper cover (3), sky
Heart hex nut (4), square nut (5), collar tie beam sleeve (8), lower connection bolt (9), lower cover (10), it is characterised in that: described
Hollow square column body (1) upper end fixed cover (3), the center of upper cover (3) is provided with along the perforative upper cover of up and down direction
Centre bore (32), the hollow hex nut (4), which is provided with to extend downwardly down, stretches cylinder (41), under stretch the outer of cylinder (41)
Diameter is less than upper cover centre bore (32), under stretch cylinder (41) and be passed down through upper cover (3), under stretch and be arranged on the external cylindrical surfaces of cylinder (41)
External screw thread screw square nut (5), the outer profile of square nut (5) is square, and the side length of square nut (5) is greater than upper cover
The diameter of centre bore (32), the side length of square nut (5) are less than the side length of the square cavities of hollow square column body (1), square nut
(5) catercorner length is greater than the inner cavity side length of hollow square column body (1), the hexagon foreign steamer of the hollow hex nut (4)
Wide inscribed circle is greater than upper cover centre bore (32)；
Hollow square column body (1) lower end is fixed lower cover (10), the upper end of fixed lower connection bolt (9) of lower cover (10), described
The top of collar tie beam sleeve (8) be provided with circular sleeve epicoele (81), for accommodating hollow square column body (1), sleeve epicoele
(81) with the outer wall of hollow square column body (1) there are gap, the lower part of collar tie beam sleeve (8) is provided with circular sleeve cavity of resorption (82),
It is passed down through collar tie beam (101) for lower connection bolt (9), and there are gap, circles for lower connection bolt (9) and sleeve cavity of resorption (82)
Beam casing cylinder (8) is embedded on collar tie beam (101)；
The upper and lower end of the stud (2) is provided with screw thread, and the thread rotary orientation of upper and lower end is on the contrary, described is hollow
Hex nut (4) is provided centrally with along upper and lower perforative internal thread hole, and the threaded engagement of stud (2) lower end setting is empty
The internal thread hole of heart hex nut (4), the threaded upper ends of stud (2) screw in the upper prefabricated connecting hole of top wall panel (7)
Pre-buried upper attaching nut；
Pre-buried lower attaching nut in lower connection bolt (9) lower thread and the lower connecting hole of bottom wall panel upper end setting
It screws, and is self-locking connection screw thread.
2. the attachment device of collar tie beam between wallboard according to claim 1 and wallboard, it is characterised in that: lower to connect bolt (9)
It is coaxially disposed with stud (2).
3. the attachment device of collar tie beam between wallboard according to claim 1 and wallboard, it is characterised in that: the upper cover (3)
To be rectangular, the position at four rectangular angles is provided with along the perforative upper cover grout hole (31) of up and down direction, the sky
It is offered on the side wall of heart square body (1) along the perforative plasm pouring in plane hole (11) of left and right directions.
4. the attachment device of collar tie beam between wallboard according to claim 1 and wallboard, it is characterised in that: stud (2)
Middle part is provided with hexagonal boss (21), for using spanner rotation stud (2).
5. the application method of the attachment device of collar tie beam, feature between wallboard according to claim 1-4 and wallboard
It is: includes the following steps:
Step 1: at least two collar tie beam sleeves (8) are embedded on collar tie beam (101), the upper end of sleeve epicoele (81) and collar tie beam
(101) upper surface flushes, and the lower end of sleeve cavity of resorption (82) flushes or extends downwardly with the lower surface of collar tie beam (101)；
Step 2: want that the position adapted to is distinguished in the lower end of upper side wall panel (7), the upper end of downside wallboard (6) and collar tie beam sleeve (8)
Prefabricated connecting hole in setting, under prefabricated connecting hole, upper prefabricated connecting hole, under in prefabricated connecting hole respectively pre-buried upper attaching nut,
Lower attaching nut；
Step 3: the lower connection bolt (9) of the attachment device of collar tie beam between wallboard and wallboard is passed through into collar tie beam sleeve cavity of resorption (82), is adjusted
The position of whole lower connection bolt (9) or hollow square column body (1), by the screw thread and lower side wall of the lower end setting of lower connection bolt (9)
The lower attaching nut of plate (6) screws and locks；
Step 4: unscrewing stud (2), and upper side wall panel (7) is placed on to the position set in construction, unscrews hollow hexagonal spiral shell
Female (4), adjust the position of hollow hex nut (4) and square nut (5) relative to hollow square column body (1), so that stud
(2) position of the upper attaching nut of upper end and upper prefabricated connecting hole is adapted, and screws hollow hex nut (4)；
Step 5: stud (2) upper end is bonded with the upper attaching nut of upper prefabricated connecting hole, is screwed stud (2), is made
Upper side wall panel (7) is strained and fixed with collar tie beam (101)；
Step 6: the casting concrete between upper side wall panel (7) and collar tie beam (101), collar tie beam (101) and the gap of downside wallboard (6)
Grouting material；
Side wall panel (7), collar tie beam (101), downside wallboard (6) are fixedly connected in realization.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910081437.5A CN109594656A (en) | 2019-01-28 | 2019-01-28 | The attachment device and its application method of collar tie beam between a kind of wallboard and wallboard |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910081437.5A CN109594656A (en) | 2019-01-28 | 2019-01-28 | The attachment device and its application method of collar tie beam between a kind of wallboard and wallboard |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109594656A true CN109594656A (en) | 2019-04-09 |
Family
ID=65966897
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910081437.5A Pending CN109594656A (en) | 2019-01-28 | 2019-01-28 | The attachment device and its application method of collar tie beam between a kind of wallboard and wallboard |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109594656A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112832437A (en) * | 2021-01-06 | 2021-05-25 | 重庆心乐璟科技有限公司 | Assembled floor and wall body and nested structure thereof |
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| CN206987066U (en) * | 2017-08-02 | 2018-02-09 | 安阳三乔环保科技有限公司 | A kind of building prefabricated board and Quick connection part |
| CN206987064U (en) * | 2017-04-21 | 2018-02-09 | 江苏宇辉住宅工业有限公司 | The cantilever-shaped air-conditioning pedestal attachment structure of assembled |
| CN207863182U (en) * | 2017-12-29 | 2018-09-14 | 三一筑工科技有限公司 | Walling system |
| CN108678256A (en) * | 2018-07-12 | 2018-10-19 | 安徽天筑远大住宅产业化科技有限公司 | A kind of assembled modularization roofing and its attachment device |
| CN209457156U (en) * | 2019-01-28 | 2019-10-01 | 安阳工学院 | The attachment device of collar tie beam between a kind of wallboard and wallboard |
-
2019
- 2019-01-28 CN CN201910081437.5A patent/CN109594656A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN206987064U (en) * | 2017-04-21 | 2018-02-09 | 江苏宇辉住宅工业有限公司 | The cantilever-shaped air-conditioning pedestal attachment structure of assembled |
| CN206987066U (en) * | 2017-08-02 | 2018-02-09 | 安阳三乔环保科技有限公司 | A kind of building prefabricated board and Quick connection part |
| CN207863182U (en) * | 2017-12-29 | 2018-09-14 | 三一筑工科技有限公司 | Walling system |
| CN108678256A (en) * | 2018-07-12 | 2018-10-19 | 安徽天筑远大住宅产业化科技有限公司 | A kind of assembled modularization roofing and its attachment device |
| CN209457156U (en) * | 2019-01-28 | 2019-10-01 | 安阳工学院 | The attachment device of collar tie beam between a kind of wallboard and wallboard |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112832437A (en) * | 2021-01-06 | 2021-05-25 | 重庆心乐璟科技有限公司 | Assembled floor and wall body and nested structure thereof |
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Inventor after: Song Yang Inventor after: Sun Zhenjie Inventor after: Zhao Jun Inventor after: Zheng Xianchao Inventor after: Wang Baomin Inventor after: Wang Junwei Inventor after: Fan Qinghua Inventor after: Li Weihong Inventor after: Bu Shijie Inventor after: Chang Jinhu Inventor before: Zhao Jun Inventor before: Sun Zhenjie Inventor before: Song Yang Inventor before: Zheng Xianchao Inventor before: Wang Baomin Inventor before: Wang Junwei Inventor before: Fan Qinghua Inventor before: Li Weihong Inventor before: Bu Shijie Inventor before: Chang Jinhu |
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Application publication date: 20190409 |