CN209413130U - A kind of dendriform support rod structure - Google Patents

A kind of dendriform support rod structure Download PDF

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Publication number
CN209413130U
CN209413130U CN201822064343.0U CN201822064343U CN209413130U CN 209413130 U CN209413130 U CN 209413130U CN 201822064343 U CN201822064343 U CN 201822064343U CN 209413130 U CN209413130 U CN 209413130U
Authority
CN
China
Prior art keywords
column
support rod
constraining member
rod structure
dendriform
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.)
Expired - Fee Related
Application number
CN201822064343.0U
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Chinese (zh)
Inventor
陈�峰
刘重斌
董立
井伟伟
刘忠平
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China Construction Second Bureau Installation Engineering Co Ltd
Original Assignee
China Construction Second Bureau Installation Engineering Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by China Construction Second Bureau Installation Engineering Co Ltd filed Critical China Construction Second Bureau Installation Engineering Co Ltd
Priority to CN201822064343.0U priority Critical patent/CN209413130U/en
Application granted granted Critical
Publication of CN209413130U publication Critical patent/CN209413130U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model provides a kind of dendriform support rod structure, wherein dendriform support rod structure under being small big column, column be made of the column of one group of circumferentially spaced-apart setting, the top of column is radial from inside to outside;Two root posts are in X-shaped branching shape structure in end intersection, and branching shape structural curvature adapts to connection superstructure;Lower constraining member, middle constraining member and upper constraining member are also connected on column;Square plate stiffener is also connected between the column, stiffener is connected between the gap of adjacent columns column bottom end.The column that the utility model is enclosed by rod piece can effectively undertake superstructure load, and the material utilization amount of its own structure can also be significantly less, and the Curve Design of its X-shaped branching shape structure enriches the structural style of support column, have very strong ornamental value;In the internal constraint rod piece and stiffener of column, column plays fixed and " Confinement effect ", and then increases the arrangement stress performance and overall stability of column.

Description

A kind of dendriform support rod structure
Technical field
The utility model relates to building-supporting field, in particular to a kind of dendriform support rod structure.
Background technique
Housing roof, space truss and space net shell construction and in use, lower support cylinder play to close Important role, support cylinder not only acts as the effect for undertaking upper load, the stream of moulding especially in Spatial Lattice Shells Smooth degree and aesthetics also have strict requirements.The support column of General Spatial reticulated shell mostly uses real abdomen column or lattice column, cylinder Rod piece also multipurpose circular steel pipe, overall pattern more rule, structure type is relatively simple, and deficient in building ornamental value It lacks.Accordingly, it is desirable to provide a kind of can effectively undertake upper load and the support column arrangement rich in building aesthetic sense.
Utility model content
The utility model proposes a kind of dendriform support rod structures to solve the above problems, and specific technical solution is as follows:
A kind of dendriform support rod structure, dendriform support rod structure small big column under being, the column is by one group The column of circumferentially spaced-apart setting forms, and the top of the column is radial from inside to outside.
The quantity of the column is 2N root, and wherein N is the integer greater than 2, and the two root posts that space-number is 2 intersect in end In X-shaped branching shape structure.
The branching shape structure is radial upwards, and branching shape structural curvature adapts to connection superstructure.
Be also connected with constraining member on the column, at least three groups of the constraining member, be respectively be correspondingly arranged at it is vertical The lower part of column, the lower constraining member at middle part and top, middle constraining member and upper constraining member.
The middle constraining member and lower constraining member are both connected between adjacent columns and are enclosed the side 2N in the plane Shape restraining structure.
The upper constraining member is connected between the intersection point of intersection column and is enclosed the side N shape about binding in the plane Structure.
Stiffener is also connected between the column;The stiffener is square plate, is connected to the sky of adjacent columns column bottom end Between gap.
Column Basolateral face is provided with one group of rectangular slab, and the rectangular slab is parallel to each other and is vertically connected at vertical Column.
The utility model has the following beneficial effects:
The column that the utility model is enclosed by rod piece can effectively undertake superstructure load, its own structure Material utilization amount it is also significantly less, and the Curve Design of top X-shaped branching shape structure enriches the structural style of support column, tool There is very strong ornamental value;In the internal constraint rod piece of column bottom, middle part and top setting, column plays fixed and " set Hoop effect ", and then the arrangement stress performance of column is increased, the stiffener in bottom end strengthens the overall stability of column, square Shape plate then enhances effective connection of column and base foundation;The branching shape rod piece connected at the top of column both can be effectively to upper Portion's structure is accepted, and increases the fluency and aesthetics of column entirety, and branching shape rod piece can be according to superstructure sample Formula carries out the variation of curvature, and adaptability is stronger.The column and branching shape rod piece of the utility model can be prefabricated, can effectively improve Construction efficiency saves the construction time.
Detailed description of the invention
Fig. 1 is dendriform support rod structure schematic diagram;
Fig. 2 is dendriform support column bottom connection schematic diagram.
Appended drawing reference: 1- column;2- branching shape structure;Constraining member under 3-;Constraining member in 4-;The upper constraining member of 5-; 6- stiffener;7- column intersects end;8- rectangular slab.
Specific embodiment
Referring to figure 1 and figure 2, a kind of dendriform support rod structure small big shape body under being, including one group circumferentially spaced-apart The top of the column 1 of setting, the column 1 is radial from inside to outside and connects with corresponding superstructure.
In the present embodiment, the column 1 is 12 square steel columns, and the two root posts 1 for being 2 by space-number are in end phase Handing over is in X-shaped branching shape structure 2, is intersected between 2 lower end adjacent columns of branching shape structure, and column intersection end 7, column intersection are corresponding with The number of end 7 is six;The radial stretching, extension upwards of branching shape structure 2, upper side end curvature adapt to connection superstructure.
In the present embodiment, constraining member is also connected on column 1, the constraining member is three groups of steel tube member bar enclosing groups At, respectively be the lower part for being correspondingly arranged at column 1, middle part and top lower constraining member 3, middle constraining member 4 and upper constraining rod Part 5, the middle constraining member 4 and lower constraining member 3 are both connected between adjacent columns 1 and are enclosed 12 in the plane Side shape restraining structure, the upper constraining member 5 are connected to the column intersection end 7 of column 1, are enclosed hexagon in the plane Restraining structure.
In the present embodiment, the adjacent rod piece of the column 1 is also welded with stiffener 6;The stiffener 6 is square plate, even It connects between the gap of 1 column bottom end of adjacent columns;1 bottom outside face of square column is welded with one group of rectangular slab 8, and rectangular slab 8 is square Shape steel plate, the rectangular steel plates are parallel to each other and are vertically vertically connected at column 1, and the rectangular steel plates are connect with basis.
As shown in Figure 1, being further illustrated by taking the dendriform support structure that 12 square steel columns in the present embodiment form as an example Its construction method, specific steps are as follows:
Step 1: installing tree-shaped column operation moulding bed.
Step 2: the steel column of two butt heads intersection is installed as first group of restocking.
Step 3: second group of intersection steel column is installed, and is positioned in first group according to design requirement, is fixed.
Step 4: lower constraining member 3, middle constraining member 4 and upper constraining rod of first group of the installation between second group of steel column Part 5.
Step 5: repeat Step 2: step 3 and step 4, thus install third and fourth, five, six groups of steel columns, and weld solid Fix constraining member 3, middle constraining member 4 and upper constraining member 5.
Step 6: being installed on column intersection end 7 and welding corresponding branching shape structure 2.
Step 7: installation stiffener 6, stiffener 6 is welded to connect in steel column bottom.
Step 8: being connected using lifting with superstructure after steel column is assembled.
Obviously, above-described embodiment is only intended to clearly illustrate made by the outstanding feature of the utility model and illustrates, and is not It is the restriction to the utility model embodiment;For those skilled in the art, basis is used above explained On can still make other variations or changes in different ways, if not carrying out inventive improvements to it, belong to the utility model Protection scope.

Claims (9)

1. a kind of dendriform support rod structure, it is characterised in that: dendriform support rod structure small big column, column under being Body is made of the column (1) of one group of circumferentially spaced-apart setting, and the top of the column (1) is radial from inside to outside.
2. a kind of dendriform support rod structure according to claim 1, it is characterised in that: the quantity of the column (1) is 2N Root, wherein N is the integer greater than 2, and the two root posts (1) that space-number is 2 are in X-shaped branching shape structure (2) in end intersection.
3. a kind of dendriform support rod structure according to claim 2, it is characterised in that: the branching shape structure (2) is upward Radial, branching shape structure (2) curvature adapts to connection superstructure.
4. a kind of dendriform support rod structure according to claim 1, it is characterised in that: be also connected on the column (1) Constraining member, at least three groups of the constraining member are correspondingly arranged under the lower part, middle part and top of column (1) respectively Constraining member (3), middle constraining member (4) and upper constraining member (5).
5. a kind of dendriform support rod structure according to claim 4, it is characterised in that: the middle constraining member (4) and under Constraining member (3) is both connected between adjacent columns (1) and is enclosed the side 2N shape restraining structure in the plane.
6. a kind of dendriform support rod structure according to claim 4, it is characterised in that: upper constraining member (5) connection Between the intersection point of intersection column (1) and it is enclosed the side N shape restraining structure in the plane.
7. a kind of dendriform support rod structure according to claim 1, it is characterised in that: be also connected between the column (1) Stiffener (6).
8. a kind of dendriform support rod structure according to claim 7, it is characterised in that: the stiffener (6) is square plate, It is connected between the gap of adjacent columns (1) column bottom end.
9. a kind of dendriform support rod structure according to claim 7, it is characterised in that: column (1) the Basolateral face It is provided with one group of rectangular slab (8), the rectangular slab (8) is parallel to each other and is vertically connected at column (1).
CN201822064343.0U 2018-12-10 2018-12-10 A kind of dendriform support rod structure Expired - Fee Related CN209413130U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201822064343.0U CN209413130U (en) 2018-12-10 2018-12-10 A kind of dendriform support rod structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201822064343.0U CN209413130U (en) 2018-12-10 2018-12-10 A kind of dendriform support rod structure

Publications (1)

Publication Number Publication Date
CN209413130U true CN209413130U (en) 2019-09-20

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201822064343.0U Expired - Fee Related CN209413130U (en) 2018-12-10 2018-12-10 A kind of dendriform support rod structure

Country Status (1)

Country Link
CN (1) CN209413130U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114837483A (en) * 2022-04-29 2022-08-02 北京建工集团有限责任公司 High-low span portal steel frame building structure and construction process thereof

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114837483A (en) * 2022-04-29 2022-08-02 北京建工集团有限责任公司 High-low span portal steel frame building structure and construction process thereof
CN114837483B (en) * 2022-04-29 2023-04-28 北京建工集团有限责任公司 High-low span portal steel frame building structure and construction process thereof

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CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20190920

CF01 Termination of patent right due to non-payment of annual fee