CN109339231A - For the connecting node of assembled architecture, construction method and assembled architecture - Google Patents
For the connecting node of assembled architecture, construction method and assembled architecture Download PDFInfo
- Publication number
- CN109339231A CN109339231A CN201811441124.8A CN201811441124A CN109339231A CN 109339231 A CN109339231 A CN 109339231A CN 201811441124 A CN201811441124 A CN 201811441124A CN 109339231 A CN109339231 A CN 109339231A
- Authority
- CN
- China
- Prior art keywords
- reinforcing bar
- carrying member
- assembled architecture
- vertical load
- type component
- 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
- 238000010276 construction Methods 0.000 title claims abstract description 24
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 36
- 229910000831 Steel Inorganic materials 0.000 claims description 4
- 239000010959 steel Substances 0.000 claims description 4
- 238000005266 casting Methods 0.000 claims description 3
- 238000012423 maintenance Methods 0.000 claims description 3
- 210000003205 muscle Anatomy 0.000 claims 1
- 238000000034 method Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—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
-
- 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
- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
Abstract
The present invention relates to the connecting nodes for assembled architecture, construction method and assembled architecture, the connecting node includes vertical load-carrying member and horizontally disposed beam, the first reinforcing bar of several first H-type components and Duo Gen that side where pre-buried oriented beam is stretched out in the vertical load-carrying member, the second reinforcing bar of several second H-type components and Duo Gen that side where pre-buried oriented vertical load-carrying member is stretched out in the beam, the web and horizontal plane of H-type component, the first adjacent H-type component and the second H-type component are connected by fixed plate in the horizontal direction, the first adjacent reinforcing bar and the second reinforcing bar are fixedly connected in the horizontal direction；Concrete has been poured between the end face of beam and corresponding vertical load-carrying member.Connecting joint structure of the invention is reasonable, and structural strength height and temperature, the globality of connecting node is strong, in addition, easy for construction, construction period is reduced.
Description
Technical field
The present invention relates to for the connecting node of assembled architecture, construction method and assembled architecture.
Background technique
Building uses assembled, can effectively improve building quality, shortens the architecture construction period, simplifies working procedure,
Protect environment.In the work progress of assembled architecture, the connection of prefabricated components is very crucial, is directly related to construction quality.Mesh
Before, the connection between precast beam and vertical load-carrying member still has positioning inconvenience, connective stability has the problems such as to be strengthened；Separately
Outside, precast beam increases construction volume and construction so that the connecting node of assembled architecture is more for split type structure with dry wall
Difficulty.
Summary of the invention
In view of the deficiencies of the prior art, the present invention is provided to the connecting node of assembled architecture, construction method and assembly
Formula building to realize the stabilization of beam and vertical load-carrying member, quick connection, and reduces the integrated connection number of nodes of assembled architecture
Amount reduces construction volume and difficulty of construction, shortens construction period.
In order to solve the above-mentioned technical problem, technical scheme is as follows:
For the connecting node of assembled architecture, including vertical load-carrying member and horizontally disposed beam, the vertical load-carrying member
The first reinforcing bar of several first H-type components and Duo Gen that side where interior pre-buried oriented beam is stretched out, it is pre-buried in the beam oriented vertically to hold
The second reinforcing bar of several second H-type components and Duo Gen that side where power component is stretched out, the web and horizontal plane of H-type component, edge
The first adjacent H-type component of horizontal direction and the second H-type component are connected by fixed plate, in the horizontal direction the first adjacent reinforcing bar
It is fixedly connected with the second reinforcing bar；Concrete has been poured between the end face of beam and corresponding vertical load-carrying member.
In this way, passing through the setting of H-type component, in connection, after beam lifting in place, the first H-type component and the 2nd H are completed
After the connection of type component, hanging device can be removed, after the connection for subsequently completing the first reinforcing bar and the second reinforcing bar, pouring molding,
, easy for construction.The web and horizontal plane of H-type component can give full play to the vertical shear resistance of H-type component；H-type structure
The setting of part can facilitate the precise positioning between beam and vertical load-carrying construction, realize quick connection；In addition, H-type component and reinforcing bar
Combination forms the strong skeleton of anti-twisting property, effectively promotes the structural strength of connecting node;H-type component uses standard component, solves
The connectivity problem of vertical member and cross member allows vertical member and cross member all to meet the needs of prefabrication.
Further, the free end of H-type component is equipped with several first holes, and fixed plate is matched equipped with several with first hole
The second hole closed, fixed plate are connect with the first H-type component, the second H-type component respectively by bolt.
Further, H-type component is H profile steel.
Further, the quantity of the second H-type component is at least 2.
Further, the quantity of the second H-type component is at least 3, forms at least one triangular structure, in this way,
While guaranteeing vertical applied force ability, anti-twisting property is promoted, promotes overall structure stability.
Further, the first H-type component, the second H-type component are arranged in pairs；First reinforcing bar and the second reinforcing bar are set in pairs
It sets.
Further, the level cross-sectionn of the vertical load-carrying member is rectangle, T-type or L-type.
Further, the side of the vertical load-carrying member is reserved with multiple first screw holes；The side of the beam is reserved with
Multiple second screw holes.The setting of screw hole can facilitate the erection of template, facilitate pouring for concrete at node, facilitate construction.
Further, the medial surface of the beam offers horizontally extending groove.In this way, can be direct by groove
Precast floor slab is installed in the structures such as beam, expenditure of time needed for removing cast-in-situ floor from and wet construction problem, reduction was constructed
Journey template consumption, further lifting construction efficiency.
Further, adjacent the first reinforcing bar and the second reinforcing bar is welded to each other or connects by the way that sleeve is fixed in the horizontal direction
It connects.
Based on the same inventive concept, the present invention also provides the construction methods of connecting node as described above, including walk as follows
It is rapid:
S1, vertical load-carrying member is constructed in target position；
S2, after load-carrying member intensity vertical in S1 reaches requirement, in place by beam lifting, connection in the horizontal direction adjacent first
Then H-type component and the second H-type component connect adjacent in the horizontal direction the first reinforcing bar and the second reinforcing bar；
S3, template is set up in the junction of vertical load-carrying member and beam, then casting concrete, maintenance.
A kind of assembled architecture, including several vertical load-carrying members, horizontally disposed beam and floor, the vertical load structure
Part is connected with beam by connecting node as described above；At least two side of the floor is protruded into groove, the top surface of the beam
Distance of the window bottom of layer to the floor, the bottom surface and floor bottom of the beam where being equal to the floor with the vertical distance of floor top surface
The vertical distance in face is equal to next layer of window top of floor place layer to the distance of the floor, further, the top of the beam
The vertical distance of face and floor top surface is 1000-1400mm, and the bottom surface of the beam and the vertical distance of soffit are 450-
650mm。
In this way, the bottom surface of beam extends downward into N-1 layers for the beam of n-th layer (N is the natural number not less than 2), this
When, the bottom surface of beam can be used as the window top surface of N-1 layers of window；The top surface of beam extends upwardly to N+1 layers, at this point, the top of beam
Face can be used as the window bottom surface of N+1 layers of window.In fact, without still further pouring or assemble wall, wall directly by beam with
Corresponding vertical load-carrying member is constituted, and is eliminated the assembly of wall or is poured, greatly reduces wall-column connected node, wall-beam
Connecting node, time saving, laborsaving, material saving.
The floor with a thickness of 100-140mm.
Compared with prior art, beneficial effects of the present invention are as follows:
(1) connecting joint structure of the invention is reasonable, and structural strength is high and reasonable stress, the globality of connecting node are strong；
(2) present invention combines building surrounding beam and exterior wall together, and all components are in plant produced, and beam of the invention is perpendicular
Histogram to width reach 1500mm or more, as a part of wall, vertical bearing capacity while serving as " bearing beam "
By force, and save traditional wall assembly or pour required human and material resources, simplify the working procedure of assembled architecture, can reduce
Lifting operation, is conducive to accelerate construction progress, i.e. wall beam one.
(3) present invention directly can shelve floor by corresponding recesses, by floor shift to an earlier date it is prefabricated after, by lifting operate, i.e.,
Achievable installation is conducive to further shorten construction period.
Detailed description of the invention
Fig. 1 is beam-column connected node position enlarged drawing of the assembled architecture of the first embodiment of the invention.
Fig. 2 is the sectional structure chart of the assembled architecture of the first embodiment of the invention along the horizontal plane (shown in corresponding diagram 1
Part).
Fig. 3 is the first H-type component of the first embodiment and the enlarged drawing of the second H-type member connecting structure of the invention.
Fig. 4 is the floor of the first embodiment of the invention and the mounting structure schematic diagram of beam.
Specific embodiment
Below with reference to embodiment, the present invention will be described in detail.It should be noted that in the absence of conflict, the present invention
In embodiment and embodiment in feature can be combined with each other.For sake of convenience, hereinafter such as occur "upper", "lower", " left side ",
" right side " printed words only indicate consistent with the upper and lower, left and right direction of attached drawing itself, do not play restriction effect to structure.
As shown in Figures 1 to 4, for the connecting node of assembled architecture, including vertical load-carrying member 1 and horizontally disposed
Beam 2, several first H-type components 4 and the first reinforcing bar of Duo Gen that pre-buried oriented 2 place side of beam is stretched out in the vertical load-carrying member 1
8, several second H-type components 5 and the second reinforcing bar of Duo Gen 9, H that pre-buried oriented vertical 1 place side of load-carrying member is stretched out in the beam
The web and horizontal plane of type component, the first adjacent H-type component 4 and the second H-type component 5 pass through fixed plate in the horizontal direction
9 connections, the first adjacent reinforcing bar 8 is fixedly connected with the second reinforcing bar 9 in the horizontal direction；The end face of beam and corresponding vertical load-carrying member
Between poured concrete.
H-type component is H profile steel.The quantity of second H-type component 5 is 2, is distributed up and down, wherein 1 is set to the upper half of beam
Part, 1 is set to the lower half portion of beam.As another embodiment of the invention, the quantity of the second H-type component 5 is 3
Root, distribution triangular in shape.
First H-type component 4, the second H-type component 5 are arranged in pairs；First reinforcing bar 8 and the second reinforcing bar 9 are arranged in pairs.
The side of the vertical load-carrying member 1 is reserved with multiple first screw holes 10；The side of the beam is reserved with multiple
Two screw holes 6.
The medial surface of the beam offers horizontally extending groove 201.Correspondingly, it can vertically hold as needed
Preformed groove on power component is formed together complete floor mounting structure with groove.
The first adjacent reinforcing bar 8 and the second reinforcing bar 9 are welded to each other in the horizontal direction.
The construction method of connecting node as described above, includes the following steps:
S1, vertical load-carrying member 1 is constructed in target position；
S2, after 1 intensity of vertical load-carrying member reaches requirement in S1, in place by the lifting of beam 2, connection in the horizontal direction adjacent the
Then one H-type component 4 and the second H-type component 5 connect adjacent in the horizontal direction the first reinforcing bar 8 and the second reinforcing bar 9；
S3, template is set up in the junction of vertical load-carrying member 1 and beam 2, then casting concrete, maintenance.
A kind of assembled architecture, including several vertical load-carrying members 1, horizontally disposed beam 2 and floor 3, it is described vertically to hold
Power component 1 is connected with beam 2 by connecting node as described above；At least two side of the floor 3 is protruded into groove 201, institute
The vertical distance of the top surface and 3 top surface of floor of stating beam 2 is 1200mm, and the bottom surface of the beam 2 and the vertical distance of soffit are
550mm.The floor 3 with a thickness of 120mm.
The content that above-described embodiment illustrates should be understood as that these embodiments are only used for being illustrated more clearly that the present invention, without
For limiting the scope of the invention, after the present invention has been read, those skilled in the art are to various equivalent forms of the invention
Modification each fall within the application range as defined in the appended claims.
Claims (10)
1. being used for the connecting node of assembled architecture, including vertical load-carrying member (1) and horizontally disposed beam (2), feature exists
In, side where pre-buried oriented beam (2) is stretched out in the vertical load-carrying member (1) several first H-type components (4) and more first
Reinforcing bar (8), side where pre-buried oriented vertical load-carrying member (1) is stretched out in the beam several second H-type components (5) and more the
Two reinforcing bars (9), the web and horizontal plane of H-type component, in the horizontal direction adjacent the first H-type component (4) and the second H-type structure
Part (5) is connected by fixed plate (9), and adjacent the first reinforcing bar (8) is fixedly connected with the second reinforcing bar (9) in the horizontal direction；Beam
Concrete has been poured between end face and corresponding vertical load-carrying member.
2. the connecting node according to claim 1 for assembled architecture, which is characterized in that H-type component is H profile steel.
3. the connecting node according to claim 1 for assembled architecture, which is characterized in that the second H-type component (5)
Quantity is at least 2.
4. the connecting node according to claim 1 for assembled architecture, which is characterized in that the first H-type component (4),
Second H-type component (5) is arranged in pairs；First reinforcing bar (8) and the second reinforcing bar (9) are arranged in pairs.
5. the connecting node according to claim 1 for assembled architecture, which is characterized in that the vertical load-carrying member
(1) side is reserved with multiple first screw holes (10)；The side of the beam is reserved with multiple second screw holes (6).
6. the connecting node according to claim 1 for assembled architecture, which is characterized in that the medial surface of the beam is opened
Equipped with horizontally extending groove (201).
7. the connecting node according to claim 1-6 for assembled architecture, which is characterized in that along level side
It is welded to each other to adjacent the first reinforcing bar (8) with the second reinforcing bar (9) or is fixedly connected by sleeve.
8. such as the construction method of the described in any item connecting nodes of claim 1-7, which comprises the steps of:
S1, vertical load-carrying member (1) is constructed in target position；
S2, after load-carrying member (1) intensity vertical in S1 reaches requirement, by beam (2) lifting in place, connect it is adjacent in the horizontal direction
The first H-type component (4) and the second H-type component (5), then connect adjacent in the horizontal direction the first reinforcing bar (8) and the second steel
Muscle (9)；
S3, template is set up in the junction of vertical load-carrying member (1) and beam (2), then casting concrete, maintenance.
9. a kind of assembled architecture, which is characterized in that including several vertical load-carrying members (1), horizontally disposed beam (2) and floor
(3), the vertical load-carrying member (1) is connected with beam (2) by such as described in any item connecting nodes of claim 1-7；It is described
At least two side of floor (3) is protruded into groove (201), the top surface of the beam (2) and the vertical distance of floor (3) top surface etc.
Distance in the window bottom of floor place layer to the floor, the bottom surface of the beam (2) and the vertical distance of soffit are equal to should
Next layer of window top of layer where floor to the floor distance.
10. assembled architecture according to claim 9, which is characterized in that the floor (3) with a thickness of 100-140mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811441124.8A CN109339231A (en) | 2018-11-29 | 2018-11-29 | For the connecting node of assembled architecture, construction method and assembled architecture |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811441124.8A CN109339231A (en) | 2018-11-29 | 2018-11-29 | For the connecting node of assembled architecture, construction method and assembled architecture |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109339231A true CN109339231A (en) | 2019-02-15 |
Family
ID=65319208
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811441124.8A Pending CN109339231A (en) | 2018-11-29 | 2018-11-29 | For the connecting node of assembled architecture, construction method and assembled architecture |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109339231A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114232892A (en) * | 2022-01-13 | 2022-03-25 | 福州大学 | Fabricated concrete connection structure connected through segmented steel bars and construction method thereof |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114232892A (en) * | 2022-01-13 | 2022-03-25 | 福州大学 | Fabricated concrete connection structure connected through segmented steel bars and construction method thereof |
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