CN109577511A - A kind of prefabricated panel vertically stitches connection structure and connection method - Google Patents
A kind of prefabricated panel vertically stitches connection structure and connection method Download PDFInfo
- Publication number
- CN109577511A CN109577511A CN201811460665.5A CN201811460665A CN109577511A CN 109577511 A CN109577511 A CN 109577511A CN 201811460665 A CN201811460665 A CN 201811460665A CN 109577511 A CN109577511 A CN 109577511A
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- China
- Prior art keywords
- fashioned iron
- connector
- prefabricated panel
- buried
- buried fashioned
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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
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
A kind of prefabricated panel vertically stitches connection structure and connection method, is related to a kind of wallboard connecting structure and connection method.Two prefabricated panel connecting pins are vertically fixed with pre-buried fashioned iron respectively, two pre-buried fashioned iron are C-shaped steel and two pre-buried fashioned iron open ends are oppositely arranged and there are vertical seams, multiple connectors are vertically fitted between two pre-buried fashioned iron, connector is that cross section is I-shaped tubular steel member and connector middle position is expanded equipped with rectangular cylinder, rectangular cylinder matching is located in vertical seam, connector both ends are fastened on respectively in corresponding pre-buried fashioned iron, two pre-buried fashioned iron the same sides are respectively arranged below with a notch, two notches are inserted into for connector or deviate between two pre-buried fashioned iron, concrete has been poured inside multiple connectors.Simpler convenience is assembled, can be improved construction efficiency, does not need formwork again, worker is not needed yet and ascends a height operation.
Description
Technical field
The present invention relates to a kind of wallboard connecting structure and connection method, especially a kind of prefabricated panel vertically stitches connection structure
And connection method.
Background technique
With the fast development of building trade, the form of construction work that conventional on-site pours is since industrialization degree is low, construction ring
Many defects such as border is poor, is unfavorable for energy conservation and environmental protection are slowly being assembled formula building and are being banned, and assembled architecture will largely be built
It is prefabricated in factory process to build component, transports to construction site assembled later, is the inexorable trend of building trade future development.
Prefabricated panel vertically stitches connection structure and generally needs reserved steel bar in assembled architecture at present, and prefabricated panel is lifted
Reserved steel bar is attached using grout sleeve afterwards in place, pouring concrete after carrying out formwork later again, this structure is to installation
Required precision is higher, assemble up it is more laborious, and will formwork again, it is also necessary to the operation platforms such as scaffold are set up, with side
Just worker, which ascends a height, carries out operation to the higher position of prefabricated panel, very influence construction efficiency.
Therefore, a kind of simpler convenience of assembly is needed, construction efficiency is can be improved, does not need formwork again, be also not required to
Want worker ascend a height operation can the prefabricated panel of effective operation vertically stitch connection structure.
Summary of the invention
To solve deficiency existing for background technique, the present invention provides a kind of prefabricated panel and vertically stitches connection structure and connection side
Method.
Realize above-mentioned purpose, the present invention takes following technical proposals: a kind of prefabricated panel vertically stitches connection structure, including two
Prefabricated panel, two pre-buried fashioned iron and multiple connectors are opened, two prefabricated panel connecting pins are vertically fixed with pre- respectively
Fashioned iron is buried, the two pre-buried fashioned iron is C-shaped steel and two pre-buried fashioned iron open ends are oppositely arranged and stitch there are vertical, two
Multiple connectors are vertically fitted between pre-buried fashioned iron, the connector is that cross section is I-shaped tubular steel member and connection
Part middle position, which is expanded, is equipped with rectangular cylinder, and rectangular cylinder matching is located in the vertical seam, and connector both ends are fastened on pair respectively
In the pre-buried fashioned iron answered, two pre-buried fashioned iron the same sides are respectively arranged below with a notch, and two notches are for connector
Between two pre-buried fashioned iron of insertion or abjection, concrete has been poured inside multiple connectors.
A kind of prefabricated panel of the invention vertically stitches the connection method of connection structure, includes the following steps:
Step 1: first lifting and a prefabricated panel and install positioning, and lifting second prefabricated panel later makes its connecting pin and the
One prefabricated panel connecting pin is corresponding；
Step 2: being finely adjusted second prefabricated panel position, makes the vertical seam between two pre-buried fashioned iron can be with connection
Part cooperation；
Step 3: being sequentially inserted into through two notches and lift connector again, until sticking in the vertical seam between two pre-buried fashioned iron
Connector, pouring concrete after being carried out into multiple connectors.
Compared with prior art, the beneficial effects of the present invention are: the present invention is fixed with pre-buried type in prefabricated panel connecting pin
Steel is attached positioning to pre-buried fashioned iron by multiple connectors, compared to the connection type of grout sleeve, assembles simpler
It is convenient, multiple connectors be combined can direct casting concrete, no longer need to carry out formwork, and being equipped with below pre-buried fashioned iron can
For the notch of connector insertion, until sticking with connector in vertical seam, in turn by way of being sequentially inserted into and lifting connector again
Connection positioning action is played to two prefabricated panels, worker is not needed and ascends a height operation, also there is no need to set up scaffold etc. again to apply
Work platform, greatly improves construction efficiency, has good promotional value.
Detailed description of the invention
Fig. 1 is the overall structure axonometric drawing that prefabricated panel of the invention vertically stitches connection structure；
Fig. 2 is the portion the A enlarged drawing of Fig. 1；
Fig. 3 is the assembling structure axonometric drawing of pre-buried fashioned iron and prefabricated panel of the invention；
Fig. 4 is the portion the B enlarged drawing of Fig. 3；
Fig. 5 is the axonometric drawing of connector of the invention.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, is clearly and completely retouched to the technical solution in the present invention
It states, it is clear that described embodiment is only a part of the embodiment of invention, instead of all the embodiments, based in the present invention
Embodiment, every other embodiment obtained by those of ordinary skill in the art without making creative efforts,
It shall fall within the protection scope of the present invention.
Specific embodiment 1: the invention discloses a kind of prefabricated panels vertically to stitch connection structure as shown in Fig. 1 ~ Fig. 5,
Including two prefabricated panels, 1, two pre-buried fashioned iron 2 and multiple connectors 3, two prefabricated panels, 1 connecting pin is erected respectively
To pre-buried fashioned iron 2 is fixed with, the two pre-buried fashioned iron 2 is C-shaped steel and two pre-buried 2 open ends of fashioned iron are oppositely arranged and stay
There is vertical seam, pre-buried 2 width of fashioned iron is identical as 1 thickness of prefabricated panel, and pre-buried 2 length of fashioned iron is identical as 1 height of prefabricated panel, and two
Multiple connectors 3 are vertically fitted between the pre-buried fashioned iron 2 of root, the connector 3 is that cross section is I-shaped tubular steel member
And 3 middle position of connector is expanded equipped with rectangular cylinder 3-1, and the rectangular cylinder 3-1 matching is located in the vertical seam, and 3 liang of connector
End is fastened on respectively in corresponding pre-buried fashioned iron 2, and pre-buried 2 open end two sides of fashioned iron are respectively perpendicular curved equipped with clamping portion, two cards
Socket part constraint connector 3 is only capable of sliding vertically and cannot being detached from pre-buried 2 open end level of fashioned iron, and two pre-buried fashioned iron 2 are same
Side-lower be respectively equipped with notch a 2-1, two notch 2-1 be inserted into or deviate from for connector 3 two pre-buried fashioned iron 2 it
Between, concrete has been poured inside multiple connectors 3.
Specific embodiment 2: as shown in Figure 1,5, present embodiment is made furtherly to specific embodiment one
Bright, 3 upper surface of connector and its profile are correspondingly arranged on connection-peg 4, and 3 lower end surface of connector is correspondingly arranged on its profile
Inserting groove 5, each adjacent two connector 3 can be mating by the connection-peg 4 and the inserting groove 5.
Specific embodiment 3: as shown in Figure 1, present embodiment is made furtherly to specific embodiment one
Bright, 1 height of prefabricated panel is the integral multiple of 3 height of connector.
Specific embodiment 4: as shown in figure 5, present embodiment is made furtherly to specific embodiment one
It is bright, reinforcing rib 3-2 is laterally fixed in the rectangular cylinder 3-1 of the connector 3.
Specific embodiment 5: as shown in figure 4, present embodiment is made furtherly to specific embodiment one
It is bright, it is equipped with inclination corner 2-2, the inclination corner 2-2 above the notch 2-1 of the pre-buried fashioned iron 2, guiding work is risen to connector 3
With.
Specific embodiment 6: as shown in Fig. 1 ~ Fig. 5, present embodiment discloses a kind of specific embodiment one ~ specific
A kind of prefabricated panel described in any specific embodiment vertically stitches the connection method of connection structure, the company in embodiment five
The method of connecing includes the following steps:
Step 1: first lifting and a prefabricated panel 1 and install positioning, lift later second prefabricated panel 1 make its connecting pin and
First 1 connecting pin of prefabricated panel is corresponding；
Step 2: being finely adjusted second 1 position of prefabricated panel, makes the vertical seam between two pre-buried fashioned iron 2 can be with company
Fitting 3 cooperates；
Step 3: being sequentially inserted into through two notch 2-1 and lift connector 3 again, until in the vertical seam between two pre-buried fashioned iron 2
Connector 3 is stuck with, pouring concrete after carrying out into multiple connectors 3 can be smoothed out by mortar at two notch 2-1, after
Pouring concrete can be carried out by the concrete mixer with control arm, be ascended a height operation without worker.
It is obvious to a person skilled in the art that invention is not limited to the details of the above exemplary embodiments, Er Qie
In the case where without departing substantially from spirit or essential attributes of the invention, the present invention can be realized in the form of others dress body.Therefore, no matter
From the point of view of which point, the present embodiments are to be considered as illustrative and not restrictive, and the scope of the present invention is by appended power
Benefit requires rather than above description limits, it is intended that by all in the meaning and scope for the condition of equivalent for falling in claim
Variation is included within the present invention.Any reference signs in the claims should not be construed as limiting the involved claims.
In addition, it should be understood that although this specification is described in terms of embodiments, but not each embodiment is only wrapped
Containing an independent technical solution, this description of the specification is merely for the sake of clarity, and those skilled in the art should
It considers the specification as a whole, the technical solutions in the various embodiments may also be suitably combined, forms those skilled in the art
The other embodiments being understood that.
Claims (6)
1. a kind of prefabricated panel vertically stitches connection structure, it is characterised in that: including two prefabricated panels (1), two pre-buried fashioned iron
(2) and multiple connectors (3), two prefabricated panels (1) connecting pin is vertically fixed with pre-buried fashioned iron (2) respectively, described
Two pre-buried fashioned iron (2) are C-shaped steel and two pre-buried fashioned iron (2) open ends are oppositely arranged and stitch there are vertical, and two pre-buried
It is vertically fitted between fashioned iron (2) multiple connectors (3), the connector (3) is that cross section is I-shaped tubular steel member
And connector (3) middle position is expanded equipped with rectangular cylinder (3-1), rectangular cylinder (3-1) matching is located in the vertical seam, connection
Part (3) both ends are fastened on respectively in corresponding pre-buried fashioned iron (2), and two pre-buried fashioned iron (2) the same sides are respectively arranged below with one
Notch (2-1), two notches (2-1) are inserted into for connector (3) or are deviate between two pre-buried fashioned iron (2), Duo Gelian
Concrete has been poured inside fitting (3).
2. a kind of prefabricated panel according to claim 1 vertically stitches connection structure, it is characterised in that: the connector (3)
Upper surface and its profile are correspondingly arranged on connection-peg (4), and connector (3) lower end surface and its profile are correspondingly arranged on inserting groove (5),
Each adjacent two connector (3) can be mating by the connection-peg (4) and the inserting groove (5).
3. a kind of prefabricated panel according to claim 1 vertically stitches connection structure, it is characterised in that: the prefabricated panel
It (1) is highly the integral multiple of the connector (3) height.
4. a kind of prefabricated panel according to claim 1 vertically stitches connection structure, it is characterised in that: the connector (3)
Rectangular cylinder (3-1) in be laterally fixed with reinforcing rib (3-2).
5. a kind of prefabricated panel according to claim 1 vertically stitches connection structure, it is characterised in that: the pre-buried fashioned iron
(2) inclination corner (2-2) is equipped with above notch (2-1), the inclination corner (2-2) plays guide function to connector (3).
6. it is a kind of according to claim 1 ~ 5 in a kind of prefabricated panel described in any claim vertically stitch the connection of connection structure
Method, it is characterised in that: the connection method includes the following steps:
Step 1: it first lifts a prefabricated panel (1) and positioning is installed, lifting second prefabricated panel (1) later makes its connection
It holds corresponding with first prefabricated panel (1) connecting pin；
Step 2: being finely adjusted second prefabricated panel (1) position, makes the vertical seam between two pre-buried fashioned iron (2) can
Cooperate with connector (3)；
Step 3: being sequentially inserted into through two notches (2-1) and lift connector (3) again, until perpendicular between two pre-buried fashioned iron (2)
Connector (3) are stuck with into seam, pouring concrete after carrying out into multiple connectors (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811460665.5A CN109577511B (en) | 2018-12-01 | 2018-12-01 | Vertical seam connecting structure and connecting method for prefabricated wall panel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811460665.5A CN109577511B (en) | 2018-12-01 | 2018-12-01 | Vertical seam connecting structure and connecting method for prefabricated wall panel |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN109577511A true CN109577511A (en) | 2019-04-05 |
| CN109577511B CN109577511B (en) | 2020-09-08 |
Family
ID=65925815
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811460665.5A Active CN109577511B (en) | 2018-12-01 | 2018-12-01 | Vertical seam connecting structure and connecting method for prefabricated wall panel |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109577511B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111502070A (en) * | 2020-05-14 | 2020-08-07 | 华北理工大学 | Vertical splicing structure of prefabricated shear wall and construction method thereof |
| CN111827601A (en) * | 2020-07-22 | 2020-10-27 | 大庆师范学院 | Art decorative wallboard in building room |
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|---|---|---|---|---|
| US20110209436A1 (en) * | 2008-11-03 | 2011-09-01 | Elena Fabbri | Structure for prefabricated |
| CN203947585U (en) * | 2014-06-30 | 2014-11-19 | 龙信建设集团有限公司 | For the lift-up device of long-span heavy type girder steel on Super High roofing |
| CN204960120U (en) * | 2015-08-24 | 2016-01-13 | 北京珠穆朗玛绿色建筑科技有限公司 | Precast reinforced concrete component and assembly type structure who constitutes thereof |
| CN105484388A (en) * | 2015-11-18 | 2016-04-13 | 福建工程学院 | Prefabricated assembly type shear wall vertical slit connecting structure and construction method thereof |
| CN205840048U (en) * | 2016-06-22 | 2016-12-28 | 福建工程学院 | A kind of inserting bolt type precast shear wall perps attachment structure |
| 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 |
-
2018
- 2018-12-01 CN CN201811460665.5A patent/CN109577511B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20110209436A1 (en) * | 2008-11-03 | 2011-09-01 | Elena Fabbri | Structure for prefabricated |
| CN203947585U (en) * | 2014-06-30 | 2014-11-19 | 龙信建设集团有限公司 | For the lift-up device of long-span heavy type girder steel on Super High roofing |
| CN204960120U (en) * | 2015-08-24 | 2016-01-13 | 北京珠穆朗玛绿色建筑科技有限公司 | Precast reinforced concrete component and assembly type structure who constitutes thereof |
| CN105484388A (en) * | 2015-11-18 | 2016-04-13 | 福建工程学院 | Prefabricated assembly type shear wall vertical slit connecting structure and construction method thereof |
| CN205840048U (en) * | 2016-06-22 | 2016-12-28 | 福建工程学院 | A kind of inserting bolt type precast shear wall perps attachment structure |
| 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 |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111502070A (en) * | 2020-05-14 | 2020-08-07 | 华北理工大学 | Vertical splicing structure of prefabricated shear wall and construction method thereof |
| CN111827601A (en) * | 2020-07-22 | 2020-10-27 | 大庆师范学院 | Art decorative wallboard in building room |
Also Published As
| Publication number | Publication date |
|---|---|
| CN109577511B (en) | 2020-09-08 |
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