CN109322440A - Special-shaped column assembly and beam-column connection structure - Google Patents
Special-shaped column assembly and beam-column connection structure Download PDFInfo
- Publication number
- CN109322440A CN109322440A CN201811428164.9A CN201811428164A CN109322440A CN 109322440 A CN109322440 A CN 109322440A CN 201811428164 A CN201811428164 A CN 201811428164A CN 109322440 A CN109322440 A CN 109322440A
- Authority
- CN
- China
- Prior art keywords
- partition
- cavity
- side plate
- special
- shaped
- 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
- 238000005192 partition Methods 0.000 claims abstract description 128
- 229910000831 Steel Inorganic materials 0.000 claims description 74
- 239000010959 steel Substances 0.000 claims description 74
- 230000000712 assembly Effects 0.000 claims description 2
- 238000000429 assembly Methods 0.000 claims description 2
- 238000003466 welding Methods 0.000 abstract description 11
- 230000010412 perfusion Effects 0.000 abstract description 9
- 230000004927 fusion Effects 0.000 abstract description 4
- 238000000034 method Methods 0.000 description 15
- 238000010586 diagram Methods 0.000 description 10
- 230000008569 process Effects 0.000 description 7
- 230000008901 benefit Effects 0.000 description 4
- 238000010276 construction Methods 0.000 description 4
- 230000006872 improvement Effects 0.000 description 3
- 230000009471 action Effects 0.000 description 2
- 230000001195 anabolic effect Effects 0.000 description 2
- 230000004888 barrier function Effects 0.000 description 2
- 238000005266 casting Methods 0.000 description 2
- 238000005520 cutting process Methods 0.000 description 2
- 230000007547 defect Effects 0.000 description 2
- 208000002925 dental caries Diseases 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 235000010627 Phaseolus vulgaris Nutrition 0.000 description 1
- 244000046052 Phaseolus vulgaris Species 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000002360 explosive Substances 0.000 description 1
- 238000005194 fractionation Methods 0.000 description 1
- 230000006870 function Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
- E04C3/32—Columns; Pillars; Struts of metal
-
- 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
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
-
- 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
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2415—Brackets, gussets, joining plates
-
- 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
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2445—Load-supporting elements with reinforcement at the connection point other than the connector
-
- 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
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2454—Connections between open and closed section profiles
-
- 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
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B2001/2466—Details of the elongated load-supporting parts
-
- 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
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B2001/2466—Details of the elongated load-supporting parts
- E04B2001/2478—Profile filled with concrete
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
It includes: the partition of Special-Shaped Column and preset quantity that the embodiment of the present application, which provides a kind of special-shaped column assembly and beam-column connection structure, special-shaped column assembly, and Special-Shaped Column includes at least one side plate.Each side plate is enclosed at least one cavity or at least one side plate is integrally formed at least one cavity.At least one partition is provided in portion cavity, partition is less than the floor space of cavity along the projected area of cavity length.The partition of special-shaped column assembly is less than the floor space of cavity along the projected area of cavity length, showing that partition at least has a part in the side plate corresponding with one of fringe region at one or side plate is discrete state, the two is spaced a certain distance and does not need to be welded to connect, this just shortens the fusion length between partition and the side plate for enclosing cavity, reduces welding workload；The inner wall at the edge and side plate that are not connected with side plate in partition defines a through-hole for concrete perfusion, and therefore, partition does not need setting fill orifice, guarantees the structural strength of partition itself.
Description
Technical field
This application involves construction engineering technical fields, specifically, this application involves a kind of special-shaped column assemblies and beam column to connect
Connect node structure.
Background technique
With the continuous improvement of the level of urbanization, it is more than with Jing-jin-ji region, the Yangtze River Delta, Pearl River Delta group of cities and permanent resident population
3000000 cities are that the urban population closeness of representative is gradually increased, so that a large amount of skyscrapers continue to bring out.For this purpose, state handles
Having determined " about the opinion for promoting construction industry sustainable and healthy development " for platform " with 10 years or so time, accounts for assembled architecture
New building ratio reaches 30% " target.The assembled architecture mentioned in above-mentioned target has the energy-saving ring that can promote development
NPD projects are protected, building safety level is improved and pushes and dissolve the benefits of superfluous production capacity etc. is achieved many things at one stroke, in order to accelerate to improve assembly
Formula builds the ratio for accounting for new building area, develops assembling type steel structure building, and there is an urgent need to technological innovations, is set with improving building
Meter and standard of construction.
In assembled architecture, Special-Shaped Column is a kind of important composition component, and Special-Shaped Column has and materials for wall uniform thickness
Feature, therefore the problem of can go out metope to avoid column cornicult, improves " percentage of usable dwelling area ", so that the standard width of a room in an old-style house in building is larger and can be with
Combination and fractionation, help to improve residence comfort and livable property.Special-Shaped Column includes multiple side plates, and multiple side plates surround multiple skies
Chamber needs concrete perfusion in the cavity of Special-Shaped Column, and the side plate of Special-Shaped Column and girder steel connect and compose beam-column connection knot
Structure generally requires and partition is arranged in the cavity of Special-Shaped Column to improve the stress performance of node, and girder steel is welded on different with partition
The two sides of the same side plate of shape column and face.
In the prior art, the shape of partition is roughly the same with the bottom shape of place cavity, and each side of partition is all divided
Not with corresponding for surrounding the plate-side plate welding of cavity, the partition of this form at least has following two:
1, the weld seam between partition and side plate for surrounding cavity is longer, increases welding workload, influences construction speed
Degree.
2, after partition is connect with the plate-side plate welding for surrounding cavity, closed partition will lead to the cavity of Special-Shaped Column in length side
To no longer penetrating through, and then without concrete perfusion in normal direction cavity, therefore partition also needs to open up pouring hole, still, if poured
Hole is too small, just will affect the rate of flooding and pouring quality of concrete, if pouring hole is excessive, can reduce the knot of partition itself
Structure intensity, and then influence the stress performance of bean column node.
In conclusion existing Special-Shaped Column that there are welding workloads is big, filling concrete speed is slow, perfusion leakiness or every
The defects such as the structural strength of plate is low.
Summary of the invention
The application is directed to the shortcomings that existing way, a kind of special-shaped column assembly and beam-column connection structure is proposed, to solve
Certainly that there are the welding workloads of Special-Shaped Column is big, filling concrete speed is slow, the structure of perfusion leakiness or partition is strong for the prior art
The technical issues of spending low defect.
First aspect, the embodiment of the present application provide a kind of special-shaped column assembly, comprising: Special-Shaped Column and preset quantity every
Plate；Special-Shaped Column includes at least one side plate；Each side plate is enclosed at least one cavity or at least one side plate be integrally formed to
A few cavity；At least one partition is provided in portion cavity, partition is less than the bottom of cavity along the projected area of cavity length
Area.
The second aspect, the embodiment of the present application provide a kind of beam-column connection structure, comprising: the embodiment of the present application mentions
The special-shaped column assembly and at least one girder steel supplied；Each girder steel is respectively arranged on the outside of the corresponding cavity equipped with partition, and with
One is connected with the side plate connection of partition, and one of girder steel is used to connect the connecting pin of the side plate and one of partition is used for
Connect the side face of the side plate.
Technical solution bring advantageous effects provided by the embodiments of the present application are:
Abnormity column assembly provided by the embodiments of the present application, partition are less than the bottom surface of cavity along the projected area of cavity length
Product, this indicates that a part that partition at least exists between the side plate corresponding with one of fringe region at one or in side plate is point
From state, the two is spaced a certain distance and does not need to be welded to connect, this just shortens partition and encloses the side plate of cavity
Between fusion length, reduce welding workload；Meanwhile the edge of not connected side plate and the inner wall of side plate define in partition
One through-hole, the through-hole can have biggish floor space, and concrete can be perfused by a bottom surface of cavity into the through-hole is crossed
To another bottom surface, and it is finally full of entire cavity, had not only improved the rate of flooding of concrete, but also can guarantee in cavity
Filling concrete obtain it is more closely knit, moreover, partition do not need setting fill orifice, ensure that the structural strength of partition itself.
The additional aspect of the application and advantage will be set forth in part in the description, these will become from the following description
It obtains obviously, or recognized by the practice of the application.
Detailed description of the invention
The application is above-mentioned and/or additional aspect and advantage will become from the following description of the accompanying drawings of embodiments
Obviously and it is readily appreciated that, in which:
Fig. 1 is the structural schematic diagram of the first special-shaped column assembly provided by the embodiments of the present application；
Fig. 2 is the top view of Fig. 1 figure provided by the embodiments of the present application；
Fig. 3 is the A of Fig. 2 provided by the embodiments of the present application to cross-sectional view；
Fig. 4 is the structural schematic diagram of partition provided by the embodiments of the present application；
Fig. 5 is the structural schematic diagram of second provided by the embodiments of the present application special-shaped column assembly；
Fig. 6 is the structural schematic diagram of the third special-shaped column assembly provided by the embodiments of the present application；
Fig. 7 is the structural schematic diagram of 4th kind provided by the embodiments of the present application special-shaped column assembly；
Fig. 8 is the structural schematic diagram of the Special-Shaped Column in Fig. 1 provided by the embodiments of the present application；
Fig. 9 is the explosive view of Fig. 8 provided by the embodiments of the present application；
Figure 10 is the schematic diagram of the first beam-column connection structure provided by the embodiments of the present application；
Figure 11 is the top view of Figure 10 provided by the embodiments of the present application；
Figure 12 is the B of Figure 11 provided by the embodiments of the present application to cross-sectional view；
Figure 13 is the schematic diagram of second of beam-column connection structure provided by the embodiments of the present application；
Figure 14 is the schematic diagram of the third beam-column connection structure provided by the embodiments of the present application；
Figure 15 is the schematic diagram of the 4th kind of beam-column connection structure provided by the embodiments of the present application；
In figure:
100- abnormity column assembly；
1- Special-Shaped Column；First side plate of 11- Special-Shaped Column 1；
Second side plate of 12- Special-Shaped Column 1；The third side plate of 13- Special-Shaped Column 1；
4th side plate of 14- Special-Shaped Column 1；The cavity of 15- Special-Shaped Column 1；
The H profile steel of 16- Special-Shaped Column 1；First U-shaped steel of 17- Special-Shaped Column 1；
Second U-shaped steel of 18- Special-Shaped Column 1；
2- partition；The first side of 21- partition 2；The second side of 22- partition 2；
The third side of 23- partition 2；4th side of 24- partition 2；25- venthole；
3- connecting plate；The connecting hole of 31- connecting plate 3；
200- girder steel；The web of 201- girder steel 200；The flange plate of 202- girder steel 200.
Specific embodiment
The application is described below in detail, the example of embodiments herein is shown in the accompanying drawings, wherein identical from beginning to end
Or similar label indicates same or similar component or component with the same or similar functions.In addition, if known technology
Detailed description the application shown is characterized in unnecessary, then omit it.Below with reference to attached drawing description
Embodiment is exemplary, and is only used for explaining the application, and cannot be construed to the limitation to the application.
Those skilled in the art of the present technique are appreciated that unless otherwise defined, all terms used herein (including technology art
Language and scientific term), there is meaning identical with the general understanding of those of ordinary skill in the application fields.Should also
Understand, those terms such as defined in the general dictionary, it should be understood that have in the context of the prior art
The consistent meaning of meaning, and unless idealization or meaning too formal otherwise will not be used by specific definitions as here
To explain.
Those skilled in the art of the present technique are appreciated that unless expressly stated wording "and/or" used herein includes one
Or more the associated whole for listing item or any cell and all combinations.
The embodiment of the present application provides a kind of special-shaped column assembly 100, as shown in Figure 1 to Figure 3, comprising: Special-Shaped Column 1 and default
The partition 2 of quantity, Special-Shaped Column 1 include at least one side plate.Each side plate is enclosed at least one cavity 15 or at least one side
Plate is integrally formed at least one cavity 15.At least one partition 2 is provided in portion cavity 15, partition 2 is along 15 length of cavity
Projected area is less than the floor space of cavity 15.
Abnormity column assembly 100 provided by the embodiments of the present application, partition 2 are less than cavity along the projected area of 15 length of cavity
15 floor space, this indicates that partition 2 at least exists at one between fringe region side plate corresponding with one or in side plate
A part is discrete state, and the two is spaced a certain distance and does not need to be welded to connect, this just shortens partition 2 and encloses
Fusion length between the side plate of cavity 15, reduces welding workload；Meanwhile the edge and side of side plate are not connected in partition 2
The inner wall of plate defines a through-hole, which can have biggish floor space, and concrete can be by a bottom of cavity 15
Face is perfused into the through-hole is crossed to another bottom surface, and is finally full of entire cavity 15, has both improved the rate of flooding of concrete,
It is more closely knit can to guarantee that the filling concrete in cavity 15 obtains again, moreover, partition 2 do not need setting fill orifice, ensure that every
The structural strength of plate 2 itself.
It should be noted that Special-Shaped Column 1 provided by the embodiments of the present application may include a plurality of cavities 15, need to set in inside
The quantity for setting the cavity 15 of partition 2 can be decided according to the actual requirements.For example, as shown in Figure 1, the Special-Shaped Column 1 in figure includes 4
Cavity 15, wherein being provided with partition 2 in 3 cavitys 15.In addition, can be used in Special-Shaped Column 1 provided by the embodiments of the present application
Multiple sequentially connected modes of independent side plate surround cavity 15；Sky can also be formed in such a way that multiple side plates are integrally formed
Chamber 15, for example, cavity 15 can be the cavity of the cylindrical member of casting and forming, which includes multiple side plates.
Optionally, in the embodiment of the present application, as shown in Figure 2 and Figure 4, the bottom surface of cavity 15 and partition 2 are all in rectangle, to scheme
For the cavity 15 positioned at the leftmost side in Special-Shaped Column 1 in 1, the partition 2 in the cavity 15 has 4 sides, the cavity 15
It is surrounded by 4 side plates.In each cavity 15 equipped with partition 2, first side 21, second side 22 and the third side of partition 2
Face 23, respectively with surround 15 first side plate 11 of cavity, the second side plate 12 and third side plate 13 and connect, the 4th side 24 of partition 2
Pre-determined distance is spaced with the 4th side plate 14 for surrounding cavity 15.The 4th side 24, the first side plate 11 and the third side plate 13 of partition 2
The inner wall of a part of inner wall and the 4th side plate 14 defines through-hole, and in order to improve the rate of flooding of concrete, through-hole needs
Has biggish floor space, this requires the 4th sides 24 of partition 2 to need to be more than a certain at a distance from the 4th side plate 14 interval
Desired numerical value, for example, the 4th side 24 of partition 2 is not less than 120 millimeters at a distance from the 4th side plate 14 interval.
In addition, it will be understood by those of skill in the art that a side plate can be used for surrounding two adjacent cavitys 15, with
For Fig. 1, the 4th side plate 14 was not only located in the middle cavity 15 for surrounding the cavity 15 positioned at the leftmost side, but also for surrounding.
Optionally, in the embodiment of the present application, the plane perpendicular of partition 2 is in the length direction of cavity 15；Alternatively, partition 2
An inclined bottom surface of the bottom surface to cavity 15.When an inclined bottom surface of the bottom surface of partition 2 to cavity 15, the partition 2 and four
The side plate in week constitutes the shape of similar funnel, and it reduce partitions 2 to the barrier action of concrete, helps speed up concrete
Rate of flooding.
It should be noted that the cavity 15 of Special-Shaped Column 1 has two bottom surfaces, the working condition of special-shaped column assembly 100 is perpendicular
It directly places, i.e. the length direction of the cavity 15 of Special-Shaped Column 1 is parallel with vertical direction, and concrete is from 15 upper bottom surface of cavity to bottom
Face perfusion, therefore partition 2 needs to tilt to the bottom surface of cavity 15.
Optionally, in the embodiment of the present application, as shown in Figure 2 and Figure 4, partition 2 is equipped at least one venthole 25.To sky
In chamber 15 when concrete perfusion, the air being extruded in cavity 15 can be excluded out of this venthole 25, to reduce cavity 15
Interior pressure facilitates concrete to flow into cavity 15.The venthole 25 is only used for being vented, therefore the internal diameter of the venthole 25 can be with
It is smaller, avoid the intensity for influencing partition 2 itself.The quantity of venthole 25 can be decided according to the actual requirements, for example, such as Fig. 4 institute
Show, 2 ventholes 25 are set on partition 2.
Optionally, it in the embodiment of the present application, is set in the cavity 15 equipped with partition 2 there are two partition 2, and two 2 edges of partition
The length direction interval of cavity 15 is arranged, and two partitions 2 setting in the same cavity 15 is connect with identical side plate.Example
Such as, as shown in figures 1 and 3, in cavity 15, two partitions 2 are along the setting of the length direction interval of the cavity 15 and all with second
Side plate 12 connects.
Optionally, special-shaped column assembly 100 provided by the embodiments of the present application further include: at least one connecting plate 3.Be respectively provided with every
The outside of the cavity 15 of plate 2 is respectively equipped with a connecting plate 3, and the side plate that connecting plate 3 is connected with partition 2 with one is connect, should
Connecting plate 3 with girder steel 200 for connecting.As shown in figures 1 and 3, connecting plate 3 can connect on the second side plate 12 and be directed toward the
The outside of two side plates 12, and the bottom surface of connecting plate 3 is parallel to the length direction of cavity 15.
Optionally, connecting plate 3 is equipped at least one connecting hole 31, which can pass through for bolt.Connecting hole 31
Quantity can be decided according to the actual requirements, for example, as shown in figure 3, on connecting plate 3 be arranged 4 connecting holes 31.
It should be noted that Fig. 1 illustrates only one of structure type of special-shaped column assembly 100, in Fig. 1 Special-Shaped Column group
In part 100, the section perpendicular to 15 length direction of cavity of Special-Shaped Column 1 is T-shaped, and the structure of special-shaped column assembly 100 is without being limited thereto.
For example, the section perpendicular to 15 length direction of cavity of Special-Shaped Column 1 is in linear type in special-shaped column assembly 100 shown in Fig. 5；
In special-shaped column assembly 100 shown in Fig. 6, the section perpendicular to 15 length direction of cavity of Special-Shaped Column 1 is L-shaped；It is shown in Fig. 7
Special-shaped column assembly 100 in, the section perpendicular to 15 length direction of cavity of Special-Shaped Column 1 is in cross.
Optionally, in the embodiment of the present application, Special-Shaped Column 1 includes the H profile steel for the preset quantity being set on common bottom surface
16 and U-shaped steel.The H profile steel 16 and U-shaped steel of preset quantity enclose at least one cavity 15, and Special-Shaped Column 1 is parallel to cutting for bottom surface
Face is in linear type, T shape, L shape or cross.Optionally, U-shaped steel includes the first U-shaped steel 17 and the second U-shaped steel 18.
Below for being parallel to the T-shaped Special-Shaped Column 1 in the section of bottom surface, the anabolic process of the Special-Shaped Column 1 is introduced.Such as figure
Shown in 8 and Fig. 9, the T-shaped Special-Shaped Column 1 in section include 2 H profile steels, 16,1 first the second U-shaped steels of U-shaped steel 17 and 2 18, one
The end on the parallel edge of a wing of two of a H profile steel 16, with the end on two parallel edges of a wing of another H profile steel 16, contour face is simultaneously
Mutually weld；Other two end on the parallel edge of a wing of two of each H profile steel 16 and the open side of second U-shaped steel 18 etc.
High face is simultaneously mutually welded；H profile steel 16 and the enclosed linear type Special-Shaped Column 1 of the second U-shaped steel 18；The open side of first U-shaped steel 17
It is simultaneously mutually welded with side, contour face where an edge of a wing center portion of linear type Special-Shaped Column 1, ultimately forms the abnormity of T shape
Column 1.The principle of the anabolic process of the Special-Shaped Column 1 of other forms is similar with the above process, repeats no more.
Optionally, in the embodiment of the present application, partition 2 is connected to the inner wall of U-shaped steel.Partition 2 can be welded with U-shaped steel in advance
Together, the U-shaped steel for being connected with partition 2 forms Special-Shaped Column 1 with H profile steel 16 again.It is welded compared in the Special-Shaped Column that combination is completed
The operating process of partition 2 is connect, the operation of welding diaphragm 2 is easier to realize in U-shaped steel in advance.
Certainly, partition 2 and U-shaped steel can also be integrally formed, for example, partition 2 and U-shaped steel can be with integrally casting shapings.
Based on the same inventive concept, the embodiment of the present application also provides a kind of beam-column connection structures, such as Figure 10 and figure
Shown in 11, comprising: abnormity column assembly 100 provided by the embodiments of the present application and at least one girder steel 200.
Each girder steel 200 is respectively arranged on the outside of the cavity 15 equipped with partition 2 of corresponding Special-Shaped Column 100, and with a company
It is connected to the side plate connection of partition 2, and one of girder steel 200 is used for for connecting the connecting pin of the side plate with one of partition 2
Connect the side face of the side plate.For example, Special-Shaped Column 1 includes 3 cavity 15 and 3 girder steels 200 for being equipped with partition 2, each girder steel
200 are respectively arranged on the outside of corresponding cavity 15, and connect with the second side plate 12, and each partition 2 is also with corresponding with the second side plate 12
Connection, for the girder steel 200 and partition 2 being connected on same second side plate 12, the company of the second side plate of connection 12 of girder steel 200
Connect the side face for being connected to the second side plate 12 at end Yu partition 2.
Optionally, in the embodiment of the present application, girder steel 200 includes H profile steel beam or I-beam, and therefore, girder steel 200 includes web
201 and two flange plates 202 for being respectively arranged on 201 both ends of web.The flange plate 202 of girder steel 200 and it is connected with partition 2
Side plate connection, and each flange plate 202 respectively be located at the same cavity 15 in two partitions 2 in corresponding partition 2 just
It is right.As shown in figure 12, two flange plates 202 of girder steel 200 along the setting of the length direction interval of cavity 15 and are connected to second side
Plate 12, includes two partitions 2 in cavity 15 and two partitions 2 are arranged along the length direction interval of cavity 15, and two partitions 2 are spaced
Distance and two flange plates 202 interval of girder steel 200 be equidistant, each flange plate 202 and corresponding 2 face of partition.
Optionally, the thickness of partition 2 is greater than or equal to the thickness of corresponding flange plate 202.
Optionally, in the embodiment of the present application, a corresponding girder steel 200 of cavity 15 for being equipped with partition 2 and a connection
Plate 3, and the web 201 of the girder steel 200 and 3 face of connecting plate and connect.As is illustrated by figs. 11 and 12, second side plate 12
On be connected with a girder steel 200 and a connecting plate 3, the bottom surface and the bottom surface of connecting plate 3 of the web 201 of girder steel 200 are parallel
In the length direction of cavity 15, to guarantee the web 201 and 3 face of connecting plate of girder steel 200.Optionally, connecting plate 3, which is equipped with, connects
Hole 31 is connect, the position that the web 201 of girder steel 200 is correspondingly connected with hole 31 also is provided with via hole (not shown), and bolt passes through the company
It connects hole 31 and via hole the web 201 of girder steel 200 and connecting plate 3 link together.
It should be noted that Figure 10 illustrates only one of structure type of beam-column connection structure, Figure 10's
In beam-column connection structure, the section perpendicular to 15 length direction of cavity of Special-Shaped Column 1 is T-shaped, the knot of special-shaped column assembly 100
Structure is without being limited thereto.For example, in the abnormity column assembly 100 shown in Figure 13, the cutting perpendicular to 15 length direction of cavity of Special-Shaped Column 1
Face is in linear type；In the abnormity column assembly 100 shown in Figure 14, the section perpendicular to 15 length direction of cavity of Special-Shaped Column 1 is in L
Shape；In special-shaped column assembly 100 shown in figure 15, the section perpendicular to 15 length direction of cavity of Special-Shaped Column 1 is in cross.
Using the embodiment of the present application, at least can be realized it is following the utility model has the advantages that
1, special-shaped column assembly provided by the embodiments of the present application, partition are less than the bottom of cavity along the projected area of cavity length
Area, this indicates that a part that partition at least exists between the side plate corresponding with one of fringe region at one or in side plate is
Discrete state, the two are spaced a certain distance and do not need to be welded to connect, this just shortens partition and encloses the side of cavity
Fusion length between plate, reduces welding workload；Meanwhile the edge of not connected side plate and the inner wall of side plate surround in partition
One through-hole, the through-hole can have biggish floor space, and concrete can be filled by bottom surface of cavity into the through-hole is crossed
It infuses to another bottom surface, and is finally full of entire cavity, not only improved the rate of flooding of concrete, but also can guarantee in cavity
Filling concrete obtain it is more closely knit, moreover, partition do not need setting fill orifice, ensure that the structural strength of partition itself.
2, in the embodiment of the present application, when an inclined bottom surface of the bottom surface of partition to cavity, the side of the partition and surrounding
Plate constitutes the shape of similar funnel, and it reduce partitions to the barrier action of concrete, helps speed up the perfusion of concrete
Speed.
3, in the embodiment of the present application, partition is equipped at least one venthole.In the concrete perfusion into cavity, in cavity
The air being extruded can be excluded out of this venthole, to reduce the pressure in cavity, concrete be facilitated to flow into cavity.It should
Venthole is only used for being vented, therefore the internal diameter of the venthole can be smaller, avoids the intensity for influencing partition itself.
4, in the embodiment of the present application, partition is connected to the inner wall of U-shaped steel, welds compared in the Special-Shaped Column that combination is completed
The operating process of partition, the operation of welding diaphragm is easier to realize in U-shaped steel in advance.
Those skilled in the art of the present technique have been appreciated that in the application the various operations crossed by discussion, method, in process
Steps, measures, and schemes can be replaced, changed, combined or be deleted.Further, each with what is crossed by discussion in the application
Kind of operation, method, other steps, measures, and schemes in process may also be alternated, changed, rearranged, decomposed, combined or deleted.
Further, in the prior art to have and the step in various operations disclosed herein, method, process, measure, scheme
It may also be alternated, changed, rearranged, decomposed, combined or deleted.
In the description of the present application, it is to be understood that term " center ", "upper", "lower", "front", "rear", " left side ",
The orientation or positional relationship of the instructions such as " right side ", "vertical", "horizontal", "top", "bottom", "inner", "outside" is based on the figure
Orientation or positional relationship is merely for convenience of description of the present invention and simplification of the description, rather than the device of indication or suggestion meaning or
Element must have a particular orientation, be constructed and operated in a specific orientation, therefore be not considered as limiting the invention.
Term " first ", " second " be used for descriptive purposes only and cannot be understood as indicating or suggesting relative importance or
Implicitly indicate the quantity of indicated technical characteristic." first " is defined as a result, the feature of " second " can be expressed or imply
Ground includes one or more of the features.In the description of the present invention, unless otherwise indicated, the meaning of " plurality " is two or
It is more than two.
In the description of the present application, it should be noted that unless otherwise clearly defined and limited, term " installation ", " phase
Even ", " connection " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or be integrally connected；It can
To be to be connected directly, the connection inside two elements can also be can be indirectly connected through an intermediary.For this field
For those of ordinary skill, the concrete meaning of above-mentioned term in the present invention can be understood with concrete condition.
In the description of this specification, particular features, structures, materials, or characteristics can be real in any one or more
Applying can be combined in any suitable manner in example or example.
It should be understood that although each step in the flow chart of attached drawing is successively shown according to the instruction of arrow,
These steps are not that the inevitable sequence according to arrow instruction successively executes.Unless expressly stating otherwise herein, these steps
Execution there is no stringent sequences to limit, can execute in the other order.Moreover, at least one in the flow chart of attached drawing
Part steps may include that perhaps these sub-steps of multiple stages or stage are not necessarily in synchronization to multiple sub-steps
Completion is executed, but can be executed at different times, execution sequence, which is also not necessarily, successively to be carried out, but can be with other
At least part of the sub-step or stage of step or other steps executes in turn or alternately.
The above is only some embodiments of the application, it is noted that for the ordinary skill people of the art
For member, under the premise of not departing from the application principle, several improvements and modifications can also be made, these improvements and modifications are also answered
It is considered as the protection scope of the application.
Claims (11)
1. a kind of abnormity column assembly (100) characterized by comprising the partition (2) of Special-Shaped Column (1) and preset quantity；
The Special-Shaped Column (1) includes at least one side plate；Each side plate is enclosed at least one cavity (15), or at least one
A side plate is integrally formed at least one cavity (15)；
It is provided at least one described partition (2) in the part cavity (15), the partition (2) is along the cavity (15) length
Projected area be less than the cavity (15) floor space.
2. abnormity column assembly (100) according to claim 1, which is characterized in that the bottom surface of the cavity (15) and described
Partition (2) is all in rectangle；
In each cavity (15) equipped with the partition (2), first side (21), the second side of the partition (2)
(22) and third side (23), respectively with surround (15) first side plate (11) of the first cavity, the second side plate (12) and third
Side plate (13) connection；4th side (24) of the partition (2) and the 4th side plate (14) interval for surrounding the cavity (15) are pre-
If distance.
3. abnormity column assembly (100) according to claim 2, which is characterized in that the plane perpendicular of the partition (2) is in institute
State the length direction of cavity (15)；Alternatively, an inclined bottom surface of the bottom surface of the partition (2) to the cavity (15).
4. abnormity column assembly (100) according to claim 1, which is characterized in that the partition (2) is logical equipped at least one
Stomata (25).
5. abnormity column assembly (100) according to claim 1, which is characterized in that be equipped with the cavity of the partition (2)
(15) there are two setting in the partition (2), and two partitions (2) are arranged along the length direction interval of the cavity (15).
6. abnormity column assembly (100) according to claim 1, which is characterized in that further include: at least one connecting plate (3)；
It is respectively provided on the outside of the cavity (15) of the partition (2) and is respectively equipped with the connecting plate (3), and the connection
The side plate that plate (3) is connected with the partition (2) with one is connect；
And/or the connecting plate (3) is equipped at least one connecting hole (31).
7. abnormity column assembly (100) according to claim 1-6, which is characterized in that the Special-Shaped Column (1) includes
It is set to the H profile steel (16) and U-shaped steel of the preset quantity on common bottom surface；
The H profile steel (16) of the preset quantity and the U-shaped steel enclose at least one described cavity (15)；
The Special-Shaped Column (1) is parallel to the section of bottom surface in linear type, T shape, L shape or cross.
8. abnormity column assembly (100) according to claim 1-7, which is characterized in that the partition (2) is connected to
The inner wall of the U-shaped steel；
And/or the partition (2) and the U-shaped steel are integrally formed.
9. a kind of beam-column connection structure characterized by comprising the described in any item special-shaped column assemblies of claim 1-8
(100) and at least one girder steel (200)；
Each girder steel (200) is respectively arranged on the outside of the cavity (15) equipped with partition (2) of corresponding Special-Shaped Column (1), and with
One is connected with the side plate connection of the partition (2), and one of the girder steel (200) is used to connect the connecting pin of the side plate
It is used to connect the side face of the side plate with one of the partition (2).
10. node structure according to claim 9, which is characterized in that the girder steel (200) includes H profile steel beam or I-shaped
Beam；The girder steel (200) includes the flange plate (202) that web (201) and two are respectively arranged on the web (201) both ends；
The flange plate (202) of the girder steel (200) is connect with the side plate for being connected with the partition (2), and each
The flange plate (202) respectively it is corresponding with two partitions (2) being located in the same cavity (15) it is described every
Plate (2) face.
11. node structure according to claim 10, which is characterized in that one is equipped with the cavity of the partition (2)
(15) a corresponding girder steel (200) and a connecting plate (3), and the web (201) of the girder steel (200) and the connection
Plate (3) face simultaneously connects.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821252989 | 2018-08-03 | ||
| CN2018212529895 | 2018-08-03 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109322440A true CN109322440A (en) | 2019-02-12 |
Family
ID=65259293
Family Applications (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811428164.9A Pending CN109322440A (en) | 2018-08-03 | 2018-11-27 | Special-shaped column assembly and beam-column connection structure |
| CN201821972691.1U Active CN209523385U (en) | 2018-08-03 | 2018-11-27 | Special-shaped column assembly and beam-column connection structure |
Family Applications After (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821972691.1U Active CN209523385U (en) | 2018-08-03 | 2018-11-27 | Special-shaped column assembly and beam-column connection structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (2) | CN109322440A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115653199A (en) * | 2022-11-10 | 2023-01-31 | 中国建筑第二工程局有限公司 | Multi-cavity polygonal steel pipe column and pouring construction method thereof |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109322440A (en) * | 2018-08-03 | 2019-02-12 | 北京汇筑建筑科技有限公司 | Special-shaped column assembly and beam-column connection structure |
| CN111088850B (en) * | 2019-12-31 | 2022-03-29 | 江苏沪宁钢机股份有限公司 | Horseshoe-shaped node and manufacturing method thereof |
| CN114622655A (en) * | 2020-12-11 | 2022-06-14 | 上海同济绿建土建结构预制装配化工程技术有限公司 | Connecting structure of special-shaped steel pipe concrete column and H-shaped steel beam |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202202415U (en) * | 2011-07-22 | 2012-04-25 | 西安建筑科技大学 | Side node of rectangular steel pipe concrete special-shaped column and steel beam framework |
| CN207553301U (en) * | 2017-10-11 | 2018-06-29 | 浙江省建工集团有限责任公司 | A kind of frame joint of H profile steel beam and composite pile prepared from special section steel tube concrete |
| CN207582807U (en) * | 2017-12-06 | 2018-07-06 | 北京汇筑建筑科技有限公司 | Steel pipe concrete profiled pile |
| CN209523385U (en) * | 2018-08-03 | 2019-10-22 | 北京和筑科技有限公司 | Special-shaped column assembly and beam-column connection structure |
-
2018
- 2018-11-27 CN CN201811428164.9A patent/CN109322440A/en active Pending
- 2018-11-27 CN CN201821972691.1U patent/CN209523385U/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202202415U (en) * | 2011-07-22 | 2012-04-25 | 西安建筑科技大学 | Side node of rectangular steel pipe concrete special-shaped column and steel beam framework |
| CN207553301U (en) * | 2017-10-11 | 2018-06-29 | 浙江省建工集团有限责任公司 | A kind of frame joint of H profile steel beam and composite pile prepared from special section steel tube concrete |
| CN207582807U (en) * | 2017-12-06 | 2018-07-06 | 北京汇筑建筑科技有限公司 | Steel pipe concrete profiled pile |
| CN209523385U (en) * | 2018-08-03 | 2019-10-22 | 北京和筑科技有限公司 | Special-shaped column assembly and beam-column connection structure |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115653199A (en) * | 2022-11-10 | 2023-01-31 | 中国建筑第二工程局有限公司 | Multi-cavity polygonal steel pipe column and pouring construction method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN209523385U (en) | 2019-10-22 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN209523385U (en) | Special-shaped column assembly and beam-column connection structure | |
| CN105544733B (en) | For supporting the structural framing system of building and assembling its method | |
| CN101555721B (en) | Multi-chamber type steel tube concrete special-shaped column | |
| CN208486364U (en) | Frame structure system | |
| CN104675019B (en) | Concrete-filled steel tube column with built-in preprocessed semi-continuous steel reinforcement cage and construction method of concrete-filled steel tube column | |
| CN206368422U (en) | A kind of assembled beam-column connecting node | |
| CN208430661U (en) | A kind of vertical piece construction of line-styled self-heat conserving overlapped shear wall | |
| CN108487453A (en) | A kind of steel core concrete column and reinforced beam connection structure and attaching method thereof | |
| CN104790559A (en) | Multiple-cavity rectangular external encased steel plate shear wall | |
| CN107143068A (en) | Steel plate concrete combined shear wall and construction method that a kind of steel bar girder is put more energy into | |
| CN110499849A (en) | A kind of multi-cavity steel reinforced concrete compound shear wall of square steel tube composition | |
| CN107989186A (en) | A kind of prefabricated concrete structure primary steel feather joint node and its construction method | |
| CN204645314U (en) | Multicarity rectangle encased steel plate shear wall | |
| CN1963105A (en) | Profiled steel and steel pipe concrete profiled pile and method for making same | |
| CN104674986A (en) | Multi-cavity concrete-filled steel tubular wall with internal pre-machined semi-continuous reinforcement cage and construction method | |
| CN105002982B (en) | Bundled tube steel frame combining structure for industrializing assembling type steel structure house | |
| CN109577492A (en) | A kind of steel sections package concrete column and reinforced beam node connecting structure | |
| CN109183615A (en) | A kind of more girder formula steel reinforced concrete combination continuous beams | |
| CN105544869A (en) | Steel pipe and concrete combination special-shaped column suitable for industrial production | |
| CN209397737U (en) | Precast beam node installation structure | |
| CN204475670U (en) | The steel core concrete column of the semicontinuous reinforcing cage of a kind of built-in preprocessing | |
| CN208996312U (en) | Prefabricated superposed column, reinforced column and assembled architecture body | |
| CN207633572U (en) | The steel plate concrete combined shear wall that a kind of steel bar girder and fixed frame are put more energy into | |
| JP2017014713A (en) | Existing concrete structure reinforcement structure | |
| CN109689990A (en) | C-section and composite floor deck formed by cold-formed slabs of composite reinforced concrete column system |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination |