CN111997224A - Plate installation structure for building decoration and construction method - Google Patents
Plate installation structure for building decoration and construction method Download PDFInfo
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- CN111997224A CN111997224A CN202010859579.2A CN202010859579A CN111997224A CN 111997224 A CN111997224 A CN 111997224A CN 202010859579 A CN202010859579 A CN 202010859579A CN 111997224 A CN111997224 A CN 111997224A
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- 238000010276 construction Methods 0.000 title claims abstract description 27
- 238000005034 decoration Methods 0.000 title claims abstract description 13
- 238000009434 installation Methods 0.000 title claims description 4
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 50
- 239000010959 steel Substances 0.000 claims abstract description 50
- 230000002787 reinforcement Effects 0.000 claims description 17
- 238000000034 method Methods 0.000 claims description 4
- 238000005452 bending Methods 0.000 claims description 2
- 230000003014 reinforcing effect Effects 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 230000006978 adaptation Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
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- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Panels For Use In Building Construction (AREA)
- Finishing Walls (AREA)
Abstract
The invention provides a plate mounting structure for building decoration and a construction method, wherein the plate mounting structure comprises a first prefabricated plate wall and a second prefabricated plate wall which are arranged at intervals at the left and right, a connecting groove is formed in the lower end of the right side of the first prefabricated plate wall, and a connecting groove is formed in the lower end of the left side of the second prefabricated plate wall; the prefabricated panel wall comprises a prefabricated panel wall I and a prefabricated panel wall II, and is characterized by further comprising a connecting plate, wherein the connecting plate is arranged between the prefabricated panel wall I and the prefabricated panel wall II, the left side and the right side of the connecting plate are respectively inserted into connecting grooves in the prefabricated panel wall I and the prefabricated panel wall II in a matched mode, connecting columns protruding upwards are respectively arranged on the upper side faces of the left end and the right end of the connecting plate, and connecting holes correspondingly matched with the connecting columns in an inserted mode are respectively formed in the prefabricated panel wall I and the prefabricated; and the opposite surfaces of the first prefabricated panel wall and the second prefabricated panel wall are respectively provided with a connecting sliding groove which is a dovetail groove. The prefabricated slab wall comprises a prefabricated slab wall I and a prefabricated slab wall II, and is characterized by further comprising a steel bar framework body arranged between the prefabricated slab wall I and the prefabricated slab wall II, wherein the steel bar framework body is formed by cross connection of a plurality of steel bars, and the left side and the right side of the steel bar framework body are respectively welded with a connecting plate II.
Description
Technical Field
The invention relates to a plate mounting structure for building decoration and a construction method.
Background
With the development of the modern building industry, in order to improve the construction efficiency and quality, more and more prefabricated plate walls are applied to buildings, the prefabricated plate walls are convenient to construct, but the connection construction of the prefabricated plate walls is important, and the connection construction of the prefabricated plate walls directly influences the construction quality.
Disclosure of Invention
The invention provides a plate mounting structure for building decoration and a construction method aiming at the problems pointed out in the background technology, so as to improve the construction quality and efficiency.
The technical scheme of the invention is realized as follows:
a board mounting structure for building decoration comprises a first prefabricated board wall and a second prefabricated board wall which are arranged at left and right intervals, wherein a connecting groove is formed in the lower end of the right side of the first prefabricated board wall, and a connecting groove is formed in the lower end of the left side of the second prefabricated board wall;
the prefabricated panel wall comprises a prefabricated panel wall I and a prefabricated panel wall II, and is characterized by further comprising a connecting plate, wherein the connecting plate is arranged between the prefabricated panel wall I and the prefabricated panel wall II, the left side and the right side of the connecting plate are respectively inserted into connecting grooves in the prefabricated panel wall I and the prefabricated panel wall II in a matched mode, connecting columns protruding upwards are respectively arranged on the upper side faces of the left end and the right end of the connecting plate, and connecting holes correspondingly matched with the connecting columns in an inserted mode are respectively formed in the prefabricated panel wall I and the prefabricated;
the opposite surfaces of the prefabricated panel wall I and the prefabricated panel wall II are respectively provided with a connecting sliding chute which is a dovetail groove;
the steel bar framework is formed by cross connection of a plurality of steel bars, connecting plates II are welded on the left side and the right side of the steel bar framework respectively, connecting sliders are arranged on the outer side faces of the connecting plates II and are in sliding connection with dovetail grooves in the prefabricated plate wall I and the prefabricated plate wall II respectively, a plurality of steel bar frameworks are arranged in sequence in the vertical direction;
the middle position of the connecting plate is vertically provided with a middle rod body, the middle rod body is provided with a plurality of groups of limiting strips, the number of the groups of the limiting strips is corresponding to the number of the steel bar framework bodies, each group of the limiting strips comprises a front limiting strip and a rear limiting strip which can be bent, the lower ends of the limiting strips are fixedly connected with the middle rod body, and the upper ends of the limiting strips can be bent downwards and matched with the upper ends of the corresponding steel bar framework bodies to limit the steel bar framework bodies to move upwards;
the prefabricated wall comprises a prefabricated wall body I and a prefabricated wall body II, and is characterized in that positioning grooves are respectively arranged on the front side surface and the rear side surface of the prefabricated wall body I and the prefabricated wall body II, the positioning grooves are arranged along the left and right directions, the positioning grooves penetrate through the left and right sides of the prefabricated wall body I and the prefabricated wall body II, positioning plates are arranged in the positioning grooves, positioning holes are formed in the positioning plates, and positioning rods are arranged in the positioning grooves in the prefabricated wall body I and the prefabricated wall body II;
and concrete is filled in the reinforcement framework body between the first prefabricated plate wall and the second prefabricated plate wall.
The invention is further provided that the connecting plate, the connecting column, the middle rod body and the limiting bar are all made of steel.
The invention is further arranged that the connecting plate is connected to the middle position of the left side and the right side of the steel reinforcement framework body, and the length of the connecting plate in the vertical direction is smaller than that of the steel reinforcement framework body in the vertical direction.
A construction method of a board for building decoration comprises the following steps:
the method comprises the following steps: the prefabricated plate wall I and the prefabricated plate wall II are arranged, the connecting plate is arranged between the prefabricated plate wall I and the prefabricated plate wall II, the left end and the right end of the connecting plate are connected into connecting grooves at the lower ends of the prefabricated plate wall I and the prefabricated plate wall II, connecting positions on the connecting plate are inserted into connecting holes in the prefabricated plate wall I and the prefabricated plate wall II, and the prefabricated plate wall I and the prefabricated plate wall II are connected through the connecting plate;
step two: inserting a positioning rod into a positioning plate in the positioning groove, and connecting the prefabricated panel wall I and the prefabricated panel wall II through the positioning rod;
step three: placing a steel bar framework body at the bottom between the first prefabricated panel wall and the second prefabricated panel wall, connecting slide blocks on the left side and the right side of the steel bar framework body are respectively connected with dovetail grooves on the first prefabricated panel wall and the second prefabricated panel wall, and bending a limiting strip to enable the limiting strip to abut against the upper end of the steel bar framework body so as to limit the steel bar framework body to move upwards;
step four: repeating the step three, sequentially placing a plurality of steel reinforcement framework bodies between the first prefabricated panel wall and the second prefabricated panel wall from bottom to top, wherein the upper end of the steel reinforcement framework body positioned on the uppermost side is flush with the upper end of the first prefabricated panel wall or is lower than the height of the first prefabricated panel wall;
step five: the front side and the rear side of a space between the first prefabricated plate wall and the second prefabricated plate wall are respectively provided with a baffle plate, the left side and the right side of the baffle plate are respectively connected with the first prefabricated plate wall and the second prefabricated plate wall, the two baffle plates, the first prefabricated plate wall and the second prefabricated plate wall form a concrete applying space, and the front side and the rear side of the baffle plate are respectively provided with a support rod for fixing the baffle plate;
step six: pouring the stirred concrete into the application space in the fifth step;
step seven: and after the injected concrete is cured, removing the two baffle plates to complete the construction connection of the two plate walls.
By adopting the technical scheme, the invention has the beneficial effects that:
according to the plate mounting structure for building decoration and the construction method, the connecting structure provided by the application is adopted, so that the two prefabricated wallboards can form stable and firm connection, and the connecting parts between the two prefabricated wallboards are prefabricated in advance, so that only assembly is needed during construction, the construction efficiency can be improved, the construction quality can be improved, and the construction strength can be reduced.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without creative efforts.
FIG. 1 is a first schematic structural view of the connection of two prefabricated panels according to the present invention;
FIG. 2 is a schematic structural view II of the connection of two prefabricated panels according to the present invention;
FIG. 3 is a first structural view of the reinforcement cage according to the present invention;
FIG. 4 is a second structural view of the reinforcement cage of the present invention;
FIG. 5 is a side view of a prefabricated panel wall of the present invention;
FIG. 6 is a top plan view of a prefabricated panel wall of the present invention;
FIG. 7 is a first schematic view of the construction of the connecting plate and the intermediate rod body according to the present invention;
FIG. 8 is a second schematic structural view of the connecting plate and the intermediate rod body according to the present invention;
FIG. 9 is a third schematic structural view of the connecting plate and the intermediate rod body according to the present invention.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
The invention is described below with reference to fig. 1-9:
the utility model provides a panel mounting structure for building decoration, includes about prefabricated siding wall one 1 and prefabricated siding wall two 2 that the interval set up, the lower extreme on the right side of prefabricated siding wall one 1 be equipped with spread groove 3, the left lower extreme of prefabricated siding wall two 2 be equipped with spread groove 3.
Still include connecting plate 4, connecting plate 4 sets up between prefabricated siding wall 1 and prefabricated siding wall two 2, and the left and right sides of connecting plate 4 adaptation is inserted respectively in the spread groove 3 on prefabricated siding wall 1 and the prefabricated siding wall two 2, is equipped with convex spliced pole 5 that makes progress on the last side at both ends about connecting plate 4 respectively, prefabricated siding wall 1 and prefabricated siding wall two 2 on be equipped with respectively with spliced pole 5 correspond grafting complex connecting hole 6.
The opposite surfaces of the first prefabricated panel wall 1 and the second prefabricated panel wall 2 are respectively provided with a connecting sliding groove 7, and the connecting sliding grooves 7 are dovetail grooves.
The prefabricated slab wall comprises a prefabricated slab wall I1 and a prefabricated slab wall II 2, and is characterized by further comprising a steel bar framework body 71 arranged between the prefabricated slab wall I1 and the prefabricated slab wall II 2, wherein the steel bar framework body 71 is formed by cross welding of a plurality of steel bars, connecting plates II 8 are respectively welded on the left side and the right side of the steel bar framework body 71, connecting sliders 9 are arranged on the outer side faces of the connecting plates II 8, the two connecting sliders 9 are respectively in sliding connection with connecting chutes 7 on the prefabricated slab wall I1 and the prefabricated slab wall II 2, the steel bar framework body 71 is provided with a plurality of steel bar framework bodies, and the plurality of steel bar framework bodies.
The middle position of connecting plate 4 vertically be provided with middle body of rod 10, middle body of rod 10 on be equipped with multiunit spacing 11, the group number of spacing 11 correspond the quantity setting of reinforcing bar skeleton 71, every group spacing 11 includes two spacing 11 that can buckle around, the lower extreme and the middle body of rod 10 fixed connection of spacing 11, the upper end of spacing 11 can be buckled downwards and with the cooperation of the upper end of corresponding reinforcing bar skeleton 71 in order to restrict this reinforcing bar skeleton 71 rebound.
The prefabricated panel wall of one 1 and prefabricated panel wall two 2 is equipped with constant head tank 12 on the both sides face respectively around, constant head tank 12 set up along the left and right sides direction, constant head tank 12 runs through the left and right sides setting of prefabricated panel wall one 1 and prefabricated panel wall two 2, constant head tank 12 in be equipped with locating plate 13, locating plate 13 on be equipped with locating hole 14, still include locating lever 15, locating lever 15 wear to establish locating hole 14 in, locating lever 15 sets up in constant head tank 12 on prefabricated panel wall one 1 and prefabricated panel wall two 2.
And concrete is filled in the reinforcement framework body 71 between the first prefabricated plate wall 1 and the second prefabricated plate wall 2.
The connecting plate 4, the connecting column 5, the middle rod body 10 and the limiting bar 11 are all made of steel.
The connecting plate 4 is connected to the middle position of the left side and the right side of the reinforcement cage 71, and the length of the connecting plate 4 in the vertical direction is smaller than the length of the reinforcement cage 71 in the vertical direction.
A construction method of a board for building decoration comprises the following steps:
the method comprises the following steps: the prefabricated plate wall I1 and the prefabricated plate wall II 2 are arranged, the connecting plate 4 is arranged between the prefabricated plate wall I1 and the prefabricated plate wall II 2, the left end and the right end of the connecting plate 4 are connected into the connecting grooves 3 at the lower ends of the prefabricated plate wall I1 and the prefabricated plate wall II 2, the connecting part on the connecting plate 4 is inserted into the connecting holes 6 in the prefabricated plate wall I1 and the prefabricated plate wall II 2, and the prefabricated plate wall I1 and the prefabricated plate wall II 2 are connected through the connecting plate 4.
Step two: and a positioning rod 15 is inserted into the positioning plate 13 in the positioning groove 12, and the prefabricated panel wall I1 and the prefabricated panel wall II 2 are connected through the positioning rod 15.
Step three: a steel bar framework body 71 is placed at the bottom between a first prefabricated panel wall 1 and a second prefabricated panel wall 2, connecting sliding blocks 9 on the left side and the right side of the steel bar framework body 71 are respectively connected with dovetail grooves in the first prefabricated panel wall 1 and the second prefabricated panel wall 2, and then a limiting strip 11 is bent to enable the limiting strip 11 to abut against the upper end of the steel bar framework body 71 to limit the steel bar framework body 71 to move upwards.
Step four: and repeating the third step, sequentially placing a plurality of steel reinforcement framework bodies 71 between the first prefabricated panel wall 1 and the second prefabricated panel wall 2 from bottom to top, wherein the upper ends of the steel reinforcement framework bodies 71 positioned at the uppermost side are flush with the upper end of the first prefabricated panel wall 1 or are lower than the height of the first prefabricated panel wall 1.
Step five: the front side and the rear side of a space between the first prefabricated plate wall 1 and the second prefabricated plate wall 2 are respectively provided with a baffle plate, the left side and the right side of the baffle plate are respectively connected with the first prefabricated plate wall 1 and the second prefabricated plate wall 2, the two baffle plates, the first prefabricated plate wall 1 and the second prefabricated plate wall 2 enclose a concrete applying space, and the front side and the rear side of each baffle plate are respectively provided with a support rod for fixing the baffle plate.
Step six: and D, injecting the stirred concrete into the application space in the step five.
Step seven: and after the injected concrete is cured, removing the two baffle plates to complete the construction connection of the two plate walls.
By adopting the technical scheme, the invention has the beneficial effects that:
according to the plate mounting structure for building decoration and the construction method, the connecting structure provided by the application is adopted, so that the two prefabricated wallboards can form stable and firm connection, and the connecting parts between the two prefabricated wallboards are prefabricated in advance, so that only assembly is needed during construction, the construction efficiency can be improved, the construction quality can be improved, and the construction strength can be reduced.
The above description is only for the purpose of illustrating the preferred embodiments of the present invention and is not to be construed as limiting the invention, and any modifications, equivalents, improvements and the like that fall within the spirit and principle of the present invention are intended to be included therein.
Claims (4)
1. The utility model provides a panel mounting structure for building decoration which characterized in that: the prefabricated plate wall comprises a prefabricated plate wall I and a prefabricated plate wall II which are arranged at left and right intervals, wherein a connecting groove is formed in the lower end of the right side of the prefabricated plate wall I, and a connecting groove is formed in the lower end of the left side of the prefabricated plate wall II;
the prefabricated panel wall comprises a prefabricated panel wall I and a prefabricated panel wall II, and is characterized by further comprising a connecting plate, wherein the connecting plate is arranged between the prefabricated panel wall I and the prefabricated panel wall II, the left side and the right side of the connecting plate are respectively inserted into connecting grooves in the prefabricated panel wall I and the prefabricated panel wall II in a matched mode, connecting columns protruding upwards are respectively arranged on the upper side faces of the left end and the right end of the connecting plate, and connecting holes correspondingly matched with the connecting columns in an inserted mode are respectively formed in the prefabricated panel wall I and the prefabricated;
and the opposite surfaces of the first prefabricated panel wall and the second prefabricated panel wall are respectively provided with a connecting sliding groove which is a dovetail groove.
The steel bar framework is formed by cross connection of a plurality of steel bars, connecting plates II are welded on the left side and the right side of the steel bar framework respectively, connecting sliders are arranged on the outer side faces of the connecting plates II and are in sliding connection with dovetail grooves in the prefabricated plate wall I and the prefabricated plate wall II respectively, a plurality of steel bar frameworks are arranged in sequence in the vertical direction;
the middle position of the connecting plate is vertically provided with a middle rod body, the middle rod body is provided with a plurality of groups of limiting strips, the number of the groups of the limiting strips is corresponding to the number of the steel bar framework bodies, each group of the limiting strips comprises a front limiting strip and a rear limiting strip which can be bent, the lower ends of the limiting strips are fixedly connected with the middle rod body, and the upper ends of the limiting strips can be bent downwards and matched with the upper ends of the corresponding steel bar framework bodies to limit the steel bar framework bodies to move upwards;
the prefabricated wall comprises a prefabricated wall body I and a prefabricated wall body II, and is characterized in that positioning grooves are respectively arranged on the front side surface and the rear side surface of the prefabricated wall body I and the prefabricated wall body II, the positioning grooves are arranged along the left and right directions, the positioning grooves penetrate through the left and right sides of the prefabricated wall body I and the prefabricated wall body II, positioning plates are arranged in the positioning grooves, positioning holes are formed in the positioning plates, and positioning rods are arranged in the positioning grooves in the prefabricated wall body I and the prefabricated wall body II;
and concrete is filled in the reinforcement framework body between the first prefabricated plate wall and the second prefabricated plate wall.
2. A panel installation structure for building finishing as claimed in claim 2, wherein: the connecting plate, the connecting column, the middle rod body and the limiting bar are all made of steel.
3. A panel installation structure for building finishing as claimed in claim 1, wherein: the connecting plate is connected to the middle position of the left side and the right side of the steel reinforcement framework body, and the length of the connecting plate in the vertical direction is smaller than that of the steel reinforcement framework body in the vertical direction.
4. A construction method of a board for building decoration is characterized by comprising the following steps: the method comprises the following steps:
the method comprises the following steps: the prefabricated plate wall I and the prefabricated plate wall II are arranged, the connecting plate is arranged between the prefabricated plate wall I and the prefabricated plate wall II, the left end and the right end of the connecting plate are connected into connecting grooves at the lower ends of the prefabricated plate wall I and the prefabricated plate wall II, connecting positions on the connecting plate are inserted into connecting holes in the prefabricated plate wall I and the prefabricated plate wall II, and the prefabricated plate wall I and the prefabricated plate wall II are connected through the connecting plate;
step two: inserting a positioning rod into a positioning plate in the positioning groove, and connecting the prefabricated panel wall I and the prefabricated panel wall II through the positioning rod;
step three: placing a steel bar framework body at the bottom between the first prefabricated panel wall and the second prefabricated panel wall, connecting slide blocks on the left side and the right side of the steel bar framework body are respectively connected with dovetail grooves on the first prefabricated panel wall and the second prefabricated panel wall, and bending a limiting strip to enable the limiting strip to abut against the upper end of the steel bar framework body so as to limit the steel bar framework body to move upwards;
step four: repeating the step three, sequentially placing a plurality of steel reinforcement framework bodies between the first prefabricated panel wall and the second prefabricated panel wall from bottom to top, wherein the upper end of the steel reinforcement framework body positioned on the uppermost side is flush with the upper end of the first prefabricated panel wall or is lower than the height of the first prefabricated panel wall;
step five: the front side and the rear side of a space between the first prefabricated plate wall and the second prefabricated plate wall are respectively provided with a baffle plate, the left side and the right side of the baffle plate are respectively connected with the first prefabricated plate wall and the second prefabricated plate wall, the two baffle plates, the first prefabricated plate wall and the second prefabricated plate wall form a concrete applying space, and the front side and the rear side of the baffle plate are respectively provided with a support rod for fixing the baffle plate;
step six: pouring the stirred concrete into the application space in the fifth step;
step seven: and after the injected concrete is cured, removing the two baffle plates to complete the construction connection of the two plate walls.
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CN202010859579.2A CN111997224B (en) | 2020-08-24 | 2020-08-24 | Plate installation structure for building decoration and construction method |
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CN202010859579.2A CN111997224B (en) | 2020-08-24 | 2020-08-24 | Plate installation structure for building decoration and construction method |
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CN111997224B CN111997224B (en) | 2021-08-27 |
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Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5901521A (en) * | 1997-03-10 | 1999-05-11 | Guy; John H. | Apparatus for dimensionally uniform building construction using interlocking connectors |
KR20010091455A (en) * | 2000-03-15 | 2001-10-23 | 엄경원 | Connecting Structure And Construction Method For Wall Concrete Panel |
CN105155690A (en) * | 2015-09-17 | 2015-12-16 | 中民筑友有限公司 | Connection node of precast slabs and construction method for spliced precast slabs |
CN105952030A (en) * | 2016-06-22 | 2016-09-21 | 福建工程学院 | Insert bolt type prefabricated shear wall vertical joint connecting structure and construction method thereof |
CN107687213A (en) * | 2017-10-16 | 2018-02-13 | 华东建筑设计研究院有限公司 | A kind of assembly concrete wall connecting node apparatus and construction method |
CN110258769A (en) * | 2018-08-17 | 2019-09-20 | 李藏柱 | The assembling structure and assembly method of prefabricated components |
CN211007158U (en) * | 2019-09-19 | 2020-07-14 | 昆山市建筑设计院有限公司 | Prefabricated self-insulation concrete shear wall system |
-
2020
- 2020-08-24 CN CN202010859579.2A patent/CN111997224B/en active Active
Patent Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5901521A (en) * | 1997-03-10 | 1999-05-11 | Guy; John H. | Apparatus for dimensionally uniform building construction using interlocking connectors |
KR20010091455A (en) * | 2000-03-15 | 2001-10-23 | 엄경원 | Connecting Structure And Construction Method For Wall Concrete Panel |
CN105155690A (en) * | 2015-09-17 | 2015-12-16 | 中民筑友有限公司 | Connection node of precast slabs and construction method for spliced precast slabs |
CN105952030A (en) * | 2016-06-22 | 2016-09-21 | 福建工程学院 | Insert bolt type prefabricated shear wall vertical joint connecting structure and construction method thereof |
CN107687213A (en) * | 2017-10-16 | 2018-02-13 | 华东建筑设计研究院有限公司 | A kind of assembly concrete wall connecting node apparatus and construction method |
CN110258769A (en) * | 2018-08-17 | 2019-09-20 | 李藏柱 | The assembling structure and assembly method of prefabricated components |
CN211007158U (en) * | 2019-09-19 | 2020-07-14 | 昆山市建筑设计院有限公司 | Prefabricated self-insulation concrete shear wall system |
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Address after: 325000 4f, 103 Hongyuan Road, Binjiang street, Lucheng District, Wenzhou City, Zhejiang Province Patentee after: Zhejiang Deyi Nianhua Construction Group Co.,Ltd. Address before: 325000 Room 301, 29 Huayuan Road, Lucheng District, Wenzhou City, Zhejiang Province Patentee before: Zhejiang deyinianhua Housing Technology Co.,Ltd. |