CN206703815U - A kind of industry assembling formula steel construction artificial hillock structure - Google Patents
A kind of industry assembling formula steel construction artificial hillock structure Download PDFInfo
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- CN206703815U CN206703815U CN201720490074.7U CN201720490074U CN206703815U CN 206703815 U CN206703815 U CN 206703815U CN 201720490074 U CN201720490074 U CN 201720490074U CN 206703815 U CN206703815 U CN 206703815U
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- artificial hillock
- steel construction
- assembling formula
- formula steel
- suspension column
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Abstract
The utility model proposes a kind of industry assembling formula steel construction artificial hillock structure, including agent structure and secondary structure, the agent structure includes beam column construction component, it is provided with cross bar and montant, and needed to be provided with skewed horizontal load according to the rigidity of structure, the secondary structure is to hang the secondary member of artificial hillock crust, connects and is arranged on the outside of the agent structure.The utility model proposes industry assembling formula steel construction artificial hillock structure, to solve the problems, such as existing steel construction artificial hillock complex designing and processing and installation difficulty.
Description
Technical field
It the utility model is related to building structure field, and more particularly to a kind of industry assembling formula steel construction artificial hillock structure.
Background technology
With the rise of theme park engineering project, rockery engineering turns into the important component in the intermediate item.Due to
The rockery engineering structure bodily form is extremely complex, and more plane be present and facade is irregular, and this premise causes artificial hillock structure
The complexity of design.To adapt to the complexity of artificial hillock structural feature and stress, the main body supporting structure generally use steel knot of artificial hillock
Structure, the reinforced mesh of appearance covering certain specification digital setting-out bending in advance, and surface spraying concrete and special rock-like face
Layer.In existing steel construction rockery engineering design, the design form of generally use conventional home structure, but answering due to the artificial hillock bodily form
Polygamy, usually using substantial amounts of nonstandardized technique steel member, this causes greatly tired to the processing and fabricating of rockery engineering and installation
Difficulty, these are difficult on the one hand because the complexity for causing installation is difficult to ensure that construction quality, and still further aspect also extends whole
The construction period of individual engineering.In summary, in the case where advocating industrialization and fabricated requirement energetically at present, the design of original artificial hillock
Form and method are backward, and there is an urgent need to a kind of new artificial hillock design form and method.
Utility model content
It is multiple to solve existing steel construction artificial hillock design the utility model proposes a kind of industry assembling formula steel construction artificial hillock structure
The problem of miscellaneous and processing and installation is difficult.
In order to achieve the above object, the utility model proposes a kind of industry assembling formula steel construction artificial hillock structure, including main body
Structure and secondary structure, the agent structure include beam column construction component, and it is provided with cross bar and montant, and according to the rigidity of structure
Need to be provided with skewed horizontal load, the secondary structure is to hang the secondary member of artificial hillock crust, connects and is arranged at described
On the outside of agent structure.
Further, the beam column construction component is connected using flange form high-strength bolt.
Further, the beam column construction element joints are provided with longitudinal stiffener and ring stiffener, and pass through method
The ring stiffener is fixedly connected by blue formula high-strength bolt.
Further, the suspension column of the montant is using the steel buried plate welding being embedded in advance in concrete foundation or bolt connection.
Further, the suspension column is provided with the size concrete stub bigger than suspension column buried plate in concrete foundation,
Reinforcing bar is configured with the stub, in reinforcing bar process of binding, in the pre-buried suspension column buried plate in stub surface, treats stub concrete strength
After formation, by the suspension column steel column with suspension column stiffener directly with the suspension column buried plate full penetration groove welding on stub.
The utility model proposes industry assembling formula steel construction artificial hillock structure, include and the contour of artificial hillock exocuticle drawn
Divide, the flange form connected mode between internal rule grid arrangement and rod member.The design of whole steel construction artificial hillock is farthest
The steel structural rod piece arrangement of regularization and standardization is employed, is easy to subsequently realize the Programmed Design of artificial hillock, and this design
Method can greatly reduce while being welded to connect workload of scene, not only due to rod member standardization but also can facilitate factory
Processing and making.By the analysis and research connected to flange form, the flange form connection improved in the utility model can be real
Existing rigidly connected effect, so as to ensure that the anti-side rigidity of steel construction artificial hillock.It is this simplify with industrialized design, not only may be used
To effectively form artificial hillock structure, and it is a kind of very high knot of economy as a result of less bar cross section empirical tests
Structure system, the needs of steel construction artificial hillock in current theme park project are met conscientiously.
Brief description of the drawings
Fig. 1 show the industry assembling formula steel construction artificial hillock design method flow chart of the utility model preferred embodiment.
The industry assembling formula steel construction artificial hillock structure entirety massif structure that Fig. 2 show the utility model preferred embodiment is shown
It is intended to.
Fig. 3 a and Fig. 3 b show the beam column construction element structure schematic diagram of the utility model preferred embodiment.
Fig. 4 show the cross bar of the utility model preferred embodiment and the connecting joint structure schematic diagram of montant.
Fig. 5 show the montant foot joint structural representation of the utility model preferred embodiment.
Fig. 6 show the diagrammatic cross-section at the A-A interfaces along Fig. 5.
Embodiment
Specific embodiment of the present utility model is provided below in conjunction with accompanying drawing, but the utility model is not limited to following implementation
Mode.According to following explanation and claims, advantages and features of the present utility model will become apparent from.It should be noted that accompanying drawing
Non- accurately ratio is used using very simplified form and, be only used for convenience, lucidly aid in illustrating the utility model
The purpose of embodiment.
Fig. 1 is refer to, Fig. 1 show the industry assembling formula steel construction artificial hillock design method of the utility model preferred embodiment
Flow chart.The utility model proposes a kind of design method of industry assembling formula steel construction artificial hillock structure, comprise the following steps：
Step S100：Determine the caly model of artificial hillock；
Step S200：3-D scanning is carried out to the caly model, and obtains the mathematical model of caly model；
Step S300：The mathematical model is handled, and obtains the contour of artificial hillock；
Step S400：Setpoint distance will be moved back in each contour of artificial hillock, forms structure sideline, and in contour perspective view
Upper carry out planar mesh；
Step S500：Beam column construction component is arranged according to plane grid dimension line, is set according to the needs of the rigidity of structure oblique
To support, the agent structure of artificial hillock is formed；
Step S600：After artificial hillock agent structure is formed, artificial hillock two is set according to the position of artificial hillock crust and plate specification
Secondary structure.
As directly used digital simulation model, then step S100 and step S200 can be skipped.
According to the utility model preferred embodiment, the contour interval of the artificial hillock is equidistant, spacing size is 2 meters~
4 meters.It is less than 1.5m that setpoint distance is moved back in the contour.Further, the planar mesh is using standardization just
Square, size of mesh opening is 2m × 2m~4m × 4m.
The industry assembling formula steel construction artificial hillock structure entirety massif structure that Fig. 2 show the utility model preferred embodiment is shown
It is intended to.Fig. 3 a and Fig. 3 b show the beam column construction element structure schematic diagram of the utility model preferred embodiment.On reaching
Purpose is stated, the utility model also proposes a kind of industry assembling formula steel construction artificial hillock structure, including agent structure and secondary structure, institute
Stating agent structure includes beam column construction component, and it is provided with cross bar 1 and montant 2, and according to the rigidity of structure needs to be provided with oblique
Support 3, the secondary structure are to hang the secondary member of artificial hillock crust, connect and are arranged on the outside of the agent structure.
It is the standard building blocks with diagonal brace that Fig. 3 a, which are shown, used in the position for needing increase structure anti-side rigidity；Fig. 3 b are shown not
Standard building blocks with diagonal brace, in the artificial hillock structure of the overwhelming majority.The arrangement of skewed horizontal load unit 3 generally can be in vacation
The diverse location of mountain plane is set, and forms several support cylinders from bottom to up along artificial hillock overall height, so can greatly be carried
The anti-side rigidity of high artificial hillock structure.
Fig. 4 is refer to, Fig. 4 show the connecting joint structure signal of the cross bar and montant of the utility model preferred embodiment
Figure.The beam column construction component is connected using flange form high-strength bolt 12, and suspension column is buried using the steel being embedded in advance in concrete foundation
Plate weld or bolt connection.The beam column construction element joints are provided with longitudinal stiffener 10 and ring stiffener 11, and lead to
Flange form high-strength bolt 12 is crossed to be fixedly connected with the ring stiffener 11.Type of attachment between all rod members of the utility model
Flange form docking is employed, so as to avoid complex operation caused by Site Welding and the problems such as construction quality is not easy to ensure,
Largely reduce the construction period of whole civil engineering structure, and the final matter of structure is ensure that on the premise of construction is easy to
Amount.
Fig. 5 and Fig. 6 are refer to, Fig. 5 show the montant foot joint structural representation of the utility model preferred embodiment,
Fig. 6 show the diagrammatic cross-section at the A-A interfaces along Fig. 5.Montant in the utility model is the frame column in conventional structure,
Because the montant in the utility model employs the round steel pipe of small cross sections, it is most important with the type of attachment on basis.For just
Suspension column 2 in construction, the utility model employs exposed rigid connection suspension column.
Consider the requirement of protection, the suspension column 2 is provided with mixed bigger than suspension column buried plate 5 of size in concrete foundation 9
Earth pillar pier 6 is coagulated, dowel of the reinforcing bar 8 as buried plate is configured with the stub 6, is tied up carrying out reinforcing bar 8 using concrete column stirrup 7
During bundle, in the pre-buried suspension column buried plate 5 in the surface of stub 6, after stub concrete strength is formed, by with suspension column stiffener 4
Suspension column steel column 2 directly with the full penetration groove welding of suspension column buried plate 5 on stub.
In summary, the utility model proposes industry assembling formula steel construction artificial hillock structure, include to artificial hillock exocuticle
Contour division, the flange form connected mode between internal rule grid arrangement and rod member.The design of whole steel construction artificial hillock
The steel structural rod piece arrangement of regularization and standardization is farthest employed, is easy to subsequently realize the Programmed Design of artificial hillock,
And this design method can greatly reduce while being welded to connect workload of scene, not only due to rod member standardization but also can be with
Facilitate the processing and making of factory.By the analysis and research connected to flange form, the flange form that was improved in the utility model
Connection can realize rigidly connected effect, so as to ensure that the anti-side rigidity of steel construction artificial hillock.It is this simplify with it is industrialized
Design, artificial hillock structure can be not only effectively formed, and be a kind of economical as a result of less bar cross section empirical tests
The very high structural system of property, the needs of steel construction artificial hillock in current theme park project are met conscientiously.
Although the utility model is disclosed above with preferred embodiment, so it is not limited to the utility model.This reality
With new those of ordinary skill in the art, do not departing from spirit and scope of the present utility model, it is each when that can make
The change and retouching of kind.Therefore, the scope of protection of the utility model is worked as and is defined depending on those as defined in claim.
Claims (5)
- A kind of 1. industry assembling formula steel construction artificial hillock structure, it is characterised in that including agent structure and secondary structure, the main body Structure includes beam column construction component, and it is provided with cross bar and montant, and is needed according to the rigidity of structure to be provided with skewed horizontal load, described Secondary structure is to hang the secondary member of artificial hillock crust, connects and is arranged on the outside of the agent structure.
- 2. industry assembling formula steel construction artificial hillock structure according to claim 1, it is characterised in that the beam column construction component Connected using flange form high-strength bolt.
- 3. industry assembling formula steel construction artificial hillock structure according to claim 2, it is characterised in that the beam column construction component Junction is provided with longitudinal stiffener and ring stiffener, and fixes the ring stiffener by flange form high-strength bolt and connect Connect.
- 4. industry assembling formula steel construction artificial hillock structure according to claim 1, it is characterised in that the suspension column of the montant is adopted With the steel buried plate welding being embedded in advance in concrete foundation or bolt connection.
- 5. industry assembling formula steel construction artificial hillock structure according to claim 4, it is characterised in that the suspension column is in concrete On the basis of be provided with the size concrete stub bigger than suspension column buried plate, reinforcing bar is configured with the stub, in reinforcing bar process of binding In, it is after stub concrete strength is formed, the suspension column steel column with suspension column stiffener is straight in the pre-buried suspension column buried plate in stub surface Connect and the suspension column buried plate full penetration groove welding on stub.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201720490074.7U CN206703815U (en) | 2017-05-04 | 2017-05-04 | A kind of industry assembling formula steel construction artificial hillock structure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720490074.7U CN206703815U (en) | 2017-05-04 | 2017-05-04 | A kind of industry assembling formula steel construction artificial hillock structure |
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| CN206703815U true CN206703815U (en) | 2017-12-05 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111591081A (en) * | 2020-05-26 | 2020-08-28 | 中冶建筑研究总院有限公司 | Rockery special-shaped steel structure jig frame and construction method |
-
2017
- 2017-05-04 CN CN201720490074.7U patent/CN206703815U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111591081A (en) * | 2020-05-26 | 2020-08-28 | 中冶建筑研究总院有限公司 | Rockery special-shaped steel structure jig frame and construction method |
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