CN110878586A - Assembled concrete building connected node - Google Patents
Assembled concrete building connected node Download PDFInfo
- Publication number
- CN110878586A CN110878586A CN201911276335.5A CN201911276335A CN110878586A CN 110878586 A CN110878586 A CN 110878586A CN 201911276335 A CN201911276335 A CN 201911276335A CN 110878586 A CN110878586 A CN 110878586A
- Authority
- CN
- China
- Prior art keywords
- plate
- shaped structure
- connecting plate
- connection
- web
- 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
Links
- 239000004567 concrete Substances 0.000 title claims abstract description 75
- 229910000831 Steel Inorganic materials 0.000 claims description 43
- 239000010959 steel Substances 0.000 claims description 43
- 238000003466 welding Methods 0.000 claims description 13
- 238000010276 construction Methods 0.000 abstract description 36
- 239000000463 material Substances 0.000 description 5
- 238000000034 method Methods 0.000 description 5
- 238000010586 diagram Methods 0.000 description 3
- 238000005452 bending Methods 0.000 description 2
- 238000011065 in-situ storage Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000011378 shotcrete Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Images
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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
- E04B1/21—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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
- E04B1/21—Connections specially adapted therefor
- E04B1/215—Connections specially adapted therefor comprising metallic plates or parts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
- E04C5/065—Light-weight girders, e.g. with precast parts
- E04C5/0653—Light-weight girders, e.g. with precast parts with precast parts
- E04C5/0656—Light-weight girders, e.g. with precast parts with precast parts with lost formwork
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention discloses an assembly type concrete building connecting node, which is characterized in that a first connecting part and a second connecting part are respectively arranged on a first assembly type concrete member and a second assembly type concrete member. The first connecting portion is of an inverted T-shaped structure, the second connecting portion is formed by symmetrically arranged first L-shaped structures and second L-shaped structures, and gaps are reserved between the first L-shaped structures and the second L-shaped structures. During field construction, the inverted T-shaped structure is directly inserted into the gap, and the inverted T-shaped structure is fixedly connected with the first L-shaped structure and the second L-shaped structure. The construction method can greatly reduce the field erection of the supporting system and effectively improve the construction efficiency. Meanwhile, the fabricated concrete building connection node still has the same rigidity and bearing capacity as a cast-in-place structure after construction is completed, and the principle of equal cast-in-place is met. And compared with the prior art, the structure is simpler and the cost is lower.
Description
Technical Field
The invention relates to the field of constructional engineering, in particular to an assembly type concrete building connecting node.
Background
The fabricated concrete building is a concrete structure type house building which is designed and built in a field assembly mode by mainly taking a reinforced concrete prefabricated part produced in a factory. The fabricated concrete building has the advantages of high industrialization level, convenience for winter construction, reduction in construction workload on construction sites, reduction in material consumption, reduction in site dust and construction waste and the like, and is beneficial to achieving the purposes of improving the building quality, improving the production efficiency, reducing the cost, saving energy, reducing emission and protecting the environment. With the continuous development and progress of new construction techniques and materials, fabricated concrete buildings are widely used. In many countries where building industry is developed, fabricated concrete buildings have undergone long-term experiments and applications, and modern fabricated concrete building products have been able to highly integrate various functions of buildings, and the forms and components of buildings are very delicate.
At present, the assembly type concrete building mostly adopts the concept of 'equal cast-in-place', which is also called as an assembly integral type concrete structure. In the fabricated frame structure, a construction mode of prefabricating nodes for beams and columns in a cast-in-place mode is generally adopted. Because the beam-column joint needs to be cast in place in a construction site, the frame structure system can not form a whole before concrete is cast behind the joint area to reach the strength, the joint has no strength, the structure has no rigidity, and support systems such as scaffolds are still needed, so that the construction cost is not effectively reduced, and the construction site is still very messy.
Patent CN102966182B discloses a concrete member and the pre-buried connected node of steel shotcrete H type, installs between the roof beam and the post in house, and it includes: a concrete element portion, the concrete element portion comprising: longitudinal bars in the concrete beam, stirrups in the concrete beam, longitudinal bars in the concrete column and stirrups in the concrete column; a first steel plate and a second steel plate; a connection node portion, the connection node portion comprising: the first support is connected with the gusset plate; the second support is connected with the gusset plate; the two ends of the steel support are respectively connected with one connecting node part; the concrete element portion further comprises: and the third steel plate is positioned between the first steel plate and the second steel plate, one end of the third steel plate is connected with the first steel plate, and the other end of the third steel plate is connected with the second steel plate.
Patent CN209243960U discloses a column beam disjunctor space steel construction built-up connection node structure, including steel truss roof beam and steel lattice column, be equipped with arc built-up connection node between steel truss roof beam and the steel lattice column. The steel truss girder comprises an upper chord member, a lower chord member, a diagonal web member and a straight web member; the steel lattice column comprises a steel lattice column outer main limb, a steel lattice column inner main limb, a steel lattice column oblique lacing bar and a steel lattice column straight lacing bar; the arc-shaped combined connecting node comprises a combined connecting node outer chord member, a combined connecting node inner chord member, a combined connecting node first inclined web member and a combined connecting node second inclined web member.
The connecting joint structure provided in the prior art is complex and high in cost, and supporting systems such as scaffolds need to be erected on a construction site, so that the construction difficulty is high.
Accordingly, there is a need for a fabricated concrete building connection node that does not rely on a support system.
Disclosure of Invention
The invention aims to provide an assembly type concrete building connecting node which is used for solving the problems that the connecting node in the prior art is complex in structure and high in cost, supporting systems such as scaffolds need to be erected on a construction site, construction difficulty is high and the like.
In order to solve the above technical problems, the present invention provides an assembly type concrete building connection node, including a first connection portion and a second connection portion;
the first connecting part is arranged on the first assembled concrete member and is partially exposed out of the first assembled concrete member;
the second connecting part is arranged on the second fabricated concrete member and is partially exposed out of the second fabricated concrete member;
the first connecting part is provided with an inverted T-shaped structure, the second connecting part comprises a first L-shaped structure and a second L-shaped structure, a gap is reserved between the first L-shaped structure and the second L-shaped structure, and the first L-shaped structure and the second L-shaped structure are symmetrical along the gap;
the inverted T-shaped structure is arranged in the gap and connected with the first L-shaped structure and the second L-shaped structure.
Optionally, the first connecting portion includes a flange plate and a web plate, the flange plate is fixedly connected with the web plate, the web plate is arranged on the flange plate along a direction perpendicular to a plane where the flange plate is located, and the flange plate and the web plate form the inverted T-shaped structure;
the web is arranged in the gap and connected with the first L-shaped structure and the second L-shaped structure, and the flange plate is connected with the first L-shaped structure and the second L-shaped structure.
Optionally, the first L-shaped structure includes a first connecting plate and a second connecting plate, and the second L-shaped structure includes a third connecting plate and a fourth connecting plate;
the plane where the first connecting plate is located is perpendicular to the plane where the second connecting plate is located, and the plane where the third connecting plate is located is perpendicular to the plane where the fourth connecting plate is located;
one side edge of the first connecting plate is fixedly connected with one side edge of the second connecting plate, one side edge of the third connecting plate is fixedly connected with one side edge of the fourth connecting plate, and the first connecting plate and the third connecting plate are arranged in parallel and are provided with the gap;
the web is arranged in the gap and connected with the first connecting plate and the third connecting plate, and the flange plate is connected with the second connecting plate and the fourth connecting plate.
Optionally, the web is connected with the first connecting plate and the third connecting plate through a bolt structure;
threaded holes are formed in corresponding positions of the web, the first connecting plate and the third connecting plate, and bolts penetrate through the threaded holes to connect the web, the first connecting plate and the third connecting plate.
Optionally, the flange plate is connected to the second connecting plate and the fourth connecting plate by welding.
Optionally, the web has a thickness less than or equal to the width of the gap.
Optionally, the flange plate and the web plate are both steel plates.
Optionally, the first connecting plate, the second connecting plate, the third connecting plate and the fourth connecting plate are all steel plates.
Optionally, the first fabricated concrete member is a beam, and the second fabricated concrete member is a column.
Optionally, a bottom longitudinal rib is arranged in the beam, and the bottom longitudinal rib is connected with the second connecting plate and the fourth connecting plate in a welding mode.
The invention provides an assembly type concrete building connecting node, which is different from the prior art in that a first connecting part and a second connecting part are respectively arranged on a first assembly type concrete member and a second assembly type concrete member. The first connecting portion is of an inverted T-shaped structure, the second connecting portion is formed by symmetrically arranged first L-shaped structures and second L-shaped structures, and gaps are reserved between the first L-shaped structures and the second L-shaped structures. During field construction, the inverted T-shaped structure is directly inserted into the gap, and the inverted T-shaped structure is fixedly connected with the first L-shaped structure and the second L-shaped structure. The construction method can greatly reduce the field erection of the supporting system and effectively improve the construction efficiency. Meanwhile, the fabricated concrete building connection node still has the same rigidity and bearing capacity as a cast-in-place structure after construction is completed, and the principle of equal cast-in-place is met. And compared with the prior art, the structure is simpler and the cost is lower.
In addition, the inverted T-shaped structure and the first L-shaped structure and the second L-shaped structure can be fixedly connected through combination of bolts and welding modes, and the difficulty of site construction can be further reduced.
Drawings
Fig. 1 is a schematic structural diagram of an assembled concrete building connection node according to an embodiment of the present invention;
FIG. 2 is a schematic structural diagram of a first connecting portion;
FIG. 3 is a schematic structural diagram of a second connecting portion;
FIG. 4 is a schematic view of the internal structure of FIG. 3;
FIG. 5 is a schematic structural view of a beam-to-column connection node;
FIG. 6 is a front view of FIG. 5;
10-a first connection part, 101-a flange plate, 102-a web plate, 20-a second connection part, 201-a first L-shaped structure, 2011-a first connection plate, 2012-a second connection plate, 202-a second L-shaped structure, 2021-a third connection plate, 2022-a fourth connection plate, 30-a first fabricated concrete component, 301-a longitudinal bar, 40-a second fabricated concrete component, 401-a bottom longitudinal bar, a stirrup-402, 50-a threaded hole, and 60-a longitudinal bar.
Detailed Description
The following describes in more detail embodiments of the present invention with reference to the schematic drawings. The advantages and features of the present invention will become more apparent from the following description. It is to be noted that the drawings are in a very simplified form and are not to precise scale, which is merely for the purpose of facilitating and distinctly claiming the embodiments of the present invention.
In the description of the present invention, it is to be understood that the terms "center", "upper", "lower", "left", "right", and the like indicate orientations or positional relationships based on those shown in the drawings, and are only for convenience in describing the present invention and simplifying the description, but do not indicate or imply that the device or element referred to must have a specific orientation, be constructed in a specific orientation, and be operated, and thus, should not be construed as limiting the present invention.
Furthermore, the terms "first", "second" and "first" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include one or more of that feature. In the description of the present invention, "a plurality" means at least two, e.g., two, three, etc., unless specifically limited otherwise.
As shown in fig. 1 to 6, an embodiment of the present invention provides an assembly type concrete building connection node, which includes a first connection portion 10 and a second connection portion 20. The first connecting portion 10 is disposed on the first fabricated concrete member 30 and partially exposed outside the first fabricated concrete member 30, and the second connecting portion 20 is disposed on the second fabricated concrete member 40 and partially exposed outside the second fabricated concrete member 40. The first connection portion 10 has an inverted T-shaped structure, the second connection portion 20 includes a first L-shaped structure 201 and a second L-shaped structure 202, a gap is left between the first L-shaped structure 201 and the second L-shaped structure 202, and the first L-shaped structure 201 and the second L-shaped structure 202 are symmetrical along the gap. The inverted T-shaped structure is disposed in the gap and connected to the first L-shaped structure 201 and the second L-shaped structure 202.
The embodiment of the invention provides an assembled concrete building connecting node which is different from the prior art in that: the first connection portion 10 and the second connection portion 20 are provided on the first fabricated concrete member 30 and the second fabricated concrete member 40, respectively. As shown in fig. 1, the first connection portion 10 is an inverted T-shaped structure, the second connection portion 20 is formed by the first L-shaped structure 201 and the second L-shaped structure 202 which are symmetrically arranged, and a gap is further formed between the first L-shaped structure 201 and the second L-shaped structure 202. During on-site construction, the inverted T-shaped structure is directly inserted into the gap, and the inverted T-shaped structure is fixedly connected with the first L-shaped structure 201 and the second L-shaped structure 202. The construction method can greatly reduce the field erection of the supporting system and effectively improve the construction efficiency. Meanwhile, the fabricated concrete building connection node still has the same rigidity and bearing capacity as a cast-in-place structure after construction is completed, and the principle of equal cast-in-place is met. The problems of complex structure, high cost, high construction difficulty and the like in the prior art are effectively solved. And, the fabricated concrete building connection node is simpler and lower in cost compared with the structure in the prior art.
Specifically, the first connection portion 10 may include a flange plate 101 and a web 102, the flange plate 101 and the web 102 are fixedly connected, the web 102 is disposed on the flange plate 101 along a direction perpendicular to a plane of the flange plate 101, and the flange plate 101 and the web 102 form the inverted T-shaped structure. The web 102 is disposed in the gap and connected to the first L-shaped structure 201 and the second L-shaped structure 202, and the flange plate 101 is connected to the first L-shaped structure 201 and the second L-shaped structure 202. As can be seen from fig. 3, the first L-shaped structure 201 and the second L-shaped structure 202 form a zigzag structure.
Optionally, the first L-shaped structure 201 may include a first connection plate 2011 and a second connection plate 2012, and the second L-shaped structure 202 includes a third connection plate 2021 and a fourth connection plate 2022. The plane of the first connecting plate 2011 is perpendicular to the plane of the second connecting plate 2012, and the plane of the third connecting plate 2021 is perpendicular to the plane of the fourth connecting plate 2022. One side edge of the first connecting plate 2011 is fixedly connected with one side edge of the second connecting plate 2012, one side edge of the third connecting plate 2021 is fixedly connected with one side edge of the fourth connecting plate 2022, and the first connecting plate 2011 and the third connecting plate 2021 are arranged in parallel and leave the gap. The web 102 is disposed in the gap and connected to the first connecting plate 2011 and the third connecting plate 2021, and the flange plate 101 is connected to the second connecting plate 2012 and the fourth connecting plate 2022. It should be noted that the two side edges of the first connecting plate 2011 and the second connecting plate 2012 can be fixedly connected by welding, and can be formed by bending the whole connecting plate at a certain position in the middle by 90 degrees, and many other methods can be used to manufacture the first L-shaped structure 201, which are not described herein again. The second L-shaped structure 202 is fabricated in a manner similar to that of the first L-shaped structure 201, and is not repeated herein.
Optionally, the web 102 is connected to the first connecting plate 2011 and the third connecting plate 2021 through a bolt structure. As shown in fig. 1, threaded holes 50 are opened at corresponding positions on the web 102, the first connecting plate 2011 and the third connecting plate 2021, and bolts pass through the threaded holes 50 to connect the web 102, the first connecting plate 2011 and the third connecting plate 2021. The web 102, the first connecting plate 2011 and the third connecting plate 2021 are connected by a bolt structure, so that the difficulty of field construction can be effectively reduced, but the bolt structure connection is only taken as a preferred scheme, and is not limited to using a bolt structure, for example, the connection can be directly performed by a welding method, and many other connection methods are available, which are not described herein.
It should be noted that the flange plate 101, the web 102, the first connecting plate 2011, the second connecting plate 2012, the third connecting plate 2021 and the fourth connecting plate 2022 may be made of steel plates. It should be understood by those skilled in the art that the flange plate 101, the web 102, the first connecting plate 2011, the second connecting plate 2012, the third connecting plate 2021, and the fourth connecting plate 2022 are not limited to steel plate, but mainly utilize the mechanical properties of steel plate, such as strength and toughness, and other materials satisfying these mechanical properties may be used, which is not limited herein. In addition, for convenience of explanation, the steel sheets in the examples of the present invention are all formed steel.
Optionally, the flange plate 101 and the second connecting plate 2012 and the fourth connecting plate 2022 may be connected by welding. The flange plate 101, the second connecting plate 2012 and the fourth connecting plate 2022 are connected by welding, which can effectively reduce the difficulty of site operation, but the welding connection is only a preferred scheme, and is not limited to the welding connection, and many other connection methods are also available, and are not described herein.
Optionally, the thickness of the web 102 should be less than or equal to the width of the gap.
Alternatively, the first fabricated concrete member 30 is a beam and the second fabricated concrete member 40 is a column.
Further, a bottom longitudinal rib 401 is arranged in the beam, and the bottom longitudinal rib 401 is connected with the second connecting plate 2012 and the fourth connecting plate 2022 in a welding manner. In order to ensure the rigidity and bearing capacity of the beam-column joint, the upper part of the beam is still provided with longitudinal steel bars 60 necessary for structural calculation, and concrete is cast in situ. Longitudinal ribs 301 are also provided in the beam.
For convenience of description, the embodiment of the invention provides a scheme of a connecting node between a beam and a column, wherein inverted T-shaped steel is embedded in the column, the beam is a superposed beam, the upper part of the beam is a superposed layer of cast-in-place concrete, and upper steel bars are also bound on site. The lower part of the beam is a factory prefabricated layer, and a bottom longitudinal bar 401 and a stirrup 402 are arranged in the beam. The longitudinal ribs 401 at the bottom of the superposed beam are welded on flange plates 101 of the 'er' -shaped profile steels at two ends of the beam, and half of the 'er' -shaped profile steels are embedded and extend out of the beam end.
When the prefabricated column is installed in site construction, the columns are installed firstly, then the beam is installed, and the superposed beam is installed between the two prefabricated columns. The 'er' shaped steel sections at the two ends of the superposed beam can be just placed on the flange plates 101 of the inverted 'T' shaped steel embedded on the side surface of the column, the web plates 102 of the inverted 'T' shaped steel are clamped, the bolts are screwed through the threaded holes 50 on the web plates 102 for reinforcement, and the flange plates 101 are integrally formed through welding. The beam-column joint can bear the acting forces such as bending shear and torsion transmitted by the superposed beam and the upper floor slab through the connection, so that the superposed beam does not need to be vertically supported on site, and subsequent construction can be carried out.
In order to ensure the rigidity and bearing capacity of the beam-column joint, the upper part of the prefabricated composite beam is still provided with longitudinal steel bars 60 required by structural calculation, and concrete is cast in situ. Therefore, the formed section steel connection replaces the connection of the bottom ribs at the beam end, and the steel bars at the upper part of the beam still adopt the combined type nodes of the common steel bars.
In summary, the present invention provides a fabricated concrete building connection node, which is different from the prior art in that the first connection portion and the second connection portion are respectively disposed on the first fabricated concrete member and the second fabricated concrete member. The first connecting portion is of an inverted T-shaped structure, the second connecting portion is formed by symmetrically arranged first L-shaped structures and second L-shaped structures, and gaps are reserved between the first L-shaped structures and the second L-shaped structures. During field construction, the inverted T-shaped structure is directly inserted into the gap, and the inverted T-shaped structure is fixedly connected with the first L-shaped structure and the second L-shaped structure. The construction method can greatly reduce the field erection of the supporting system and effectively improve the construction efficiency. Meanwhile, the fabricated concrete building connection node still has the same rigidity and bearing capacity as a cast-in-place structure after construction is completed, and the principle of equal cast-in-place is met. And compared with the prior art, the structure is simpler and the cost is lower.
In addition, the inverted T-shaped structure and the first L-shaped structure and the second L-shaped structure can be fixedly connected through combination of bolts and welding modes, and the difficulty of site construction can be further reduced.
In the description herein, references to the description of the term "one embodiment," "some embodiments," "an example" or "a specific example" or the like are intended to mean that a particular feature, structure, material, or characteristic described in connection with the embodiment or example is included in at least one embodiment or example of the invention. In this specification, the schematic representations of the terms used above are not necessarily intended to refer to the same embodiment or example. And the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments. Furthermore, various embodiments or examples described in this specification can be combined and combined by those skilled in the art.
The above description is only a preferred embodiment of the present invention, and does not limit the present invention in any way. It will be understood by those skilled in the art that various changes, substitutions and alterations can be made herein without departing from the spirit and scope of the invention as defined by the appended claims.
Claims (10)
1. An assembled concrete building connection node is characterized by comprising a first connection part and a second connection part;
the first connecting part is arranged on the first assembled concrete member and is partially exposed out of the first assembled concrete member;
the second connecting part is arranged on the second fabricated concrete member and is partially exposed out of the second fabricated concrete member;
the first connecting part is provided with an inverted T-shaped structure, the second connecting part comprises a first L-shaped structure and a second L-shaped structure, a gap is reserved between the first L-shaped structure and the second L-shaped structure, and the first L-shaped structure and the second L-shaped structure are symmetrical along the gap;
the inverted T-shaped structure is arranged in the gap and connected with the first L-shaped structure and the second L-shaped structure.
2. An assembled concrete building connection node as claimed in claim 1, wherein said first connection portion comprises a flange plate and a web plate, said flange plate and said web plate are fixedly connected, said web plate is arranged on said flange plate along a direction perpendicular to a plane of said flange plate, and said flange plate and said web plate form said inverted T-shaped structure;
the web is arranged in the gap and connected with the first L-shaped structure and the second L-shaped structure, and the flange plate is connected with the first L-shaped structure and the second L-shaped structure.
3. An assembled concrete building connection node as claimed in claim 2, wherein the first L-shaped structure comprises a first connection plate and a second connection plate, and the second L-shaped structure comprises a third connection plate and a fourth connection plate;
the plane where the first connecting plate is located is perpendicular to the plane where the second connecting plate is located, and the plane where the third connecting plate is located is perpendicular to the plane where the fourth connecting plate is located;
one side edge of the first connecting plate is fixedly connected with one side edge of the second connecting plate, one side edge of the third connecting plate is fixedly connected with one side edge of the fourth connecting plate, and the first connecting plate and the third connecting plate are arranged in parallel and are provided with the gap;
the web is arranged in the gap and connected with the first connecting plate and the third connecting plate, and the flange plate is connected with the second connecting plate and the fourth connecting plate.
4. An assembled concrete building connection node as claimed in claim 3, wherein said web is connected to said first connection plate and said third connection plate by a bolt structure;
threaded holes are formed in corresponding positions of the web, the first connecting plate and the third connecting plate, and bolts penetrate through the threaded holes to connect the web, the first connecting plate and the third connecting plate.
5. An assembled concrete building connection node as claimed in claim 3, wherein said flange plate is connected to said second connection plate and said fourth connection plate by welding.
6. An assembled concrete building connection node as claimed in claim 3, wherein the web has a thickness less than or equal to the width of the gap.
7. An assembled concrete building connection node as claimed in claim 3, wherein said flange plates and said web plates are steel plates.
8. An assembled concrete building connection node as claimed in claim 3, wherein said first connection plate, said second connection plate, said third connection plate and said fourth connection plate are all steel plates.
9. An assembled concrete building connection node as claimed in claim 1, wherein the first assembled concrete element is a beam and the second assembled concrete element is a column.
10. An assembled concrete building connection node as claimed in claim 9, wherein a bottom longitudinal bar is provided within the beam, the bottom longitudinal bar being welded to the second connection plate and the fourth connection plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201911276335.5A CN110878586A (en) | 2019-12-12 | 2019-12-12 | Assembled concrete building connected node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201911276335.5A CN110878586A (en) | 2019-12-12 | 2019-12-12 | Assembled concrete building connected node |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110878586A true CN110878586A (en) | 2020-03-13 |
Family
ID=69731116
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201911276335.5A Pending CN110878586A (en) | 2019-12-12 | 2019-12-12 | Assembled concrete building connected node |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110878586A (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101393215B1 (en) * | 2013-03-28 | 2014-05-08 | (주) 에스와이씨 | Method for installing alc panel to concrete slab |
| CN204326255U (en) * | 2014-11-24 | 2015-05-13 | 湖北弘顺钢结构制造有限公司 | A kind of Reinforced Concrete Composite Beams and steel pipe column connected node |
| CN106149873A (en) * | 2016-08-18 | 2016-11-23 | 佛山电力设计院有限公司 | Prefabricated assembled concrete frame construction and preparation method thereof |
| CN208763208U (en) * | 2018-07-09 | 2019-04-19 | 常州市规划设计院 | Additional closure connection reinforcing bar without support assembled integral beam-column node structure |
| CN209260900U (en) * | 2018-10-25 | 2019-08-16 | 浙江中南建设集团有限公司 | A kind of assembled steel reinforced concrete primary-secondary beam connecting node |
| CN211690754U (en) * | 2019-12-12 | 2020-10-16 | 华东建筑设计研究院有限公司 | Assembled concrete building connected node |
-
2019
- 2019-12-12 CN CN201911276335.5A patent/CN110878586A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101393215B1 (en) * | 2013-03-28 | 2014-05-08 | (주) 에스와이씨 | Method for installing alc panel to concrete slab |
| CN204326255U (en) * | 2014-11-24 | 2015-05-13 | 湖北弘顺钢结构制造有限公司 | A kind of Reinforced Concrete Composite Beams and steel pipe column connected node |
| CN106149873A (en) * | 2016-08-18 | 2016-11-23 | 佛山电力设计院有限公司 | Prefabricated assembled concrete frame construction and preparation method thereof |
| CN208763208U (en) * | 2018-07-09 | 2019-04-19 | 常州市规划设计院 | Additional closure connection reinforcing bar without support assembled integral beam-column node structure |
| CN209260900U (en) * | 2018-10-25 | 2019-08-16 | 浙江中南建设集团有限公司 | A kind of assembled steel reinforced concrete primary-secondary beam connecting node |
| CN211690754U (en) * | 2019-12-12 | 2020-10-16 | 华东建筑设计研究院有限公司 | Assembled concrete building connected node |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN112832416A (en) | Assembled RCS frame-RECC shear force wall mixed structure system | |
| CN213297357U (en) | Concrete column-H steel beam-steel support-pi combined center pillar middle node | |
| CN111593926A (en) | H-shaped steel part filled concrete combined column-reinforced concrete beam joint and design method thereof | |
| CN111535498B (en) | Prefabricated stiff concrete shear wall plate with steel beam connecting keys, assembled stiff concrete shear wall and manufacturing method | |
| CN111411721A (en) | Assembly type prefabricated floor slab secondary beam combined component | |
| CN215166489U (en) | Prefabricated column and prefabricated beam connected assembled node structure | |
| CN110725405A (en) | Steel pipe concrete column H-shaped steel beam rigid connection node structure with tie bars and construction method | |
| CN108104263B (en) | Novel assembled steel-recycled concrete mixed frame structure system | |
| CN211690754U (en) | Assembled concrete building connected node | |
| CN113585456A (en) | Precast concrete beam column connection node structure and construction method | |
| WO2010064743A1 (en) | Steel plate structure and construction method of joint structure of wall and slab using the same | |
| CN210086022U (en) | Assembled single-box multi-chamber corrugated steel web box girder | |
| CN112267559A (en) | Built-in corrugated steel plate reinforced concrete T-shaped prefabricated part and manufacturing process | |
| CN218437691U (en) | Light-duty assembled superstructure system for reinforced concrete frame | |
| CN218346250U (en) | Connecting structure of crossbeam-free high-penetrating V-shaped column joint | |
| GB2131849A (en) | Structural framework | |
| CN114215179B (en) | Wet construction method for center pillar joint of steel beam floor system and steel frame wallboard system | |
| CN215926271U (en) | Precast concrete beam column connected node structure | |
| CN110878586A (en) | Assembled concrete building connected node | |
| CN213539882U (en) | Middle node of steel pipe concrete column H-shaped steel beam support pi-shaped connecting side column | |
| CN211523492U (en) | Bracket structure and assembled concrete building | |
| CN113863494A (en) | Assembly type concrete beam column connecting node and mounting method thereof | |
| CN210013325U (en) | Novel end plate type assembling beam column connecting node | |
| CN106869403B (en) | Multilayer prefabricated square steel pipe concrete connecting beam | |
| CN115949146B (en) | Ribbed plate type connecting node of PC column-steel beam, column-beam system and assembly method of ribbed plate type connecting node |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination |