CN211773832U - Hollow stainless steel-concrete-carbon steel tube concrete column base node - Google Patents

Hollow stainless steel-concrete-carbon steel tube concrete column base node Download PDF

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CN211773832U
CN211773832U CN201922429393.9U CN201922429393U CN211773832U CN 211773832 U CN211773832 U CN 211773832U CN 201922429393 U CN201922429393 U CN 201922429393U CN 211773832 U CN211773832 U CN 211773832U
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steel
concrete
concrete column
column base
steel tube
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谢恩普
鲍依蓓
姚宇峰
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Huzhou Vocational and Technical College
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Huzhou Vocational and Technical College
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Abstract

The invention belongs to the field of buildings, and particularly relates to a hollow stainless steel-concrete-carbon steel tube concrete column base node. The concrete column comprises an inner steel tube, an outer steel tube, a concrete column layer positioned between the inner steel tube and the outer steel tube, and a hollow column cavity positioned in the inner steel tube, wherein the bottom of the hollow column cavity is provided with a concrete column base which is used for pouring and filling the bottom of the hollow column cavity and is connected with a concrete foundation which is positioned at the bottom end of the concrete column and used for supporting the concrete column. And a connecting steel piece which is welded or extends into the concrete column base to connect the inner steel pipe and/or the concrete foundation is arranged in the concrete column base. The method is convenient to construct, the requirement on the positioning precision of the embedded structural member in the reinforced concrete can be properly reduced, and the method can be ensured in the hollow column cavity area; the hollow stainless steel-concrete-carbon steel tube concrete column can be manufactured in a unified prefabrication mode, then the concrete column base is poured in situ, and the workload of wet operation is small; and thirdly, when all the operation modes of in-situ pouring are adopted, a template does not need to be erected, and the manufacturing is convenient.

Description

Hollow stainless steel-concrete-carbon steel tube concrete column base node
Technical Field
The invention belongs to the field of buildings, and particularly relates to a hollow stainless steel-concrete-carbon steel tube concrete column base node.
Background
The hollow stainless steel-concrete-carbon steel tube concrete column is a combined structure or member formed by pouring concrete between outer stainless steel and inner carbon steel, the member has large bending rigidity due to the expansion of the cross section, and the bearing capacity of the member is larger than the simple superposition of the bearing capacity of the stainless steel, the concrete and the carbon steel due to the constraint effect of the steel tube on the concrete, and the member has good ductility and stress performance due to damage. During construction, the hollow stainless steel-concrete-carbon steel tube concrete column can be processed by adopting a prefabricating method, or the stainless steel and the carbon steel are concentrically arranged and connected into a double-layer steel tube, and the concrete between the stainless steel column and the double-layer steel tube is poured after the stainless steel and the carbon steel are installed on a construction site.
If the hollow stainless steel-concrete-carbon steel tube concrete column base is connected with the foundation bolt pre-embedded in the concrete foundation by adopting a conventional installation and fixing method, the following problems need to be solved in the actual use process: firstly, because the construction precision of concrete engineering is generally lower than that of steel structure engineering, and the error is relatively large, the problem that the bolt holes of foundation bolts and a steel pipe concrete column base plate are not aligned and need to be corrected often occurs during operation; secondly, bolts cannot be screwed down or can be screwed down after being cleaned due to the pollution of concrete in the construction process of foundation bolts, so that the construction efficiency is low; and thirdly, in the construction process, the bolt thread is damaged due to the fact that workers do not operate normally, and the thread needs to be turned again on site. And fourthly, the stud bolt is easily corroded when exposed in the air, the durable advantage of the stainless steel outer pipe on the members is lost, and if the outer wrapping type stud is adopted, a template needs to be erected, so that time and labor are wasted.
Disclosure of Invention
The invention aims to solve the problems and provide a hollow stainless steel-concrete-carbon steel tube concrete column base node.
The technical purpose of the invention is realized by the following technical scheme:
a hollow stainless steel-concrete-carbon steel tube concrete column base node comprises an inner steel tube, an outer steel tube, a concrete column layer located between the inner steel tube and the outer steel tube, and a hollow column cavity located in the inner steel tube, wherein a concrete column base which is used for pouring and filling the bottom of the hollow column cavity and is connected with a concrete foundation located at the bottom end of a concrete column in a pouring mode and used for supporting the concrete column is arranged at the bottom of the hollow column cavity.
Preferably, a connecting steel piece welded or extending into the inner steel pipe and/or the concrete foundation is arranged in the concrete column foot.
Preferably, the connecting steel part comprises a vertical steel structural part extending into the concrete foundation, and foundation steel bars are arranged in the concrete foundation. The foundation reinforcing steel bars can be additionally embedded reinforcing steel bars, and can also be reinforcing steel bars required by the concrete foundation.
Preferably, the vertical steel structure comprises an extension steel bar formed by a foundation steel bar extending upwards to exceed the concrete foundation, or a vertical channel steel and/or a vertical angle steel with a bottom part embedded in the concrete foundation.
Preferably, the lower ends of the vertical channel steel and the vertical angle steel are connected with the part of the foundation steel bar embedded in the concrete foundation, and the part of the upper part of the vertical steel structure embedded in the concrete column base is transversely connected with a steel hook part.
Preferably, the connecting steel part comprises a transverse steel structural part welded or extending into the inner steel pipe, and the transverse steel structure comprises transverse steel bars, transverse steel grooves and/or transverse angle steel welded on the inner steel pipe. In order to enhance the connection of the concrete column, the concrete column base and the concrete foundation, steel parts can be welded on the inner sides of inner steel pipes (the inner steel pipes can adopt carbon steel pipes, and the outer steel pipes adopt stainless steel) in the hollow column cavity, for example, steel structure leftover materials, steel bar leftover materials or waste bolts can be used as the connecting steel parts.
The vertical channel steel, the vertical angle steel, the transverse reinforcing steel, the transverse steel groove and the transverse angle steel can be specially made, and more leftover materials in the building environment can be adopted, so that the cost is low.
Preferably, a steel member is vertically connected to a portion of the transverse steel structure extending into the concrete column base.
Preferably, the foundation reinforcement comprises at least two main reinforcements vertically arranged in the concrete foundation and a plurality of beam reinforcements transversely connected between the main reinforcements, and the top of each main reinforcement is an extension reinforcement.
Under the condition that no steel bar is arranged in the concrete foundation, the foundation steel bar of the specific steel frame structure can be embedded, and the connection structure of the concrete column base and the concrete foundation is more stable and high in strength.
Preferably, the main rib is transversely welded with an outward-spreading base rib.
Preferably, the beam rib is welded with vertical steel bars, vertical channel steel and/or vertical angle steel which extend upwards out of the concrete foundation and are embedded into the concrete column base in a vertical mode.
And welding the vertical steel bars, the vertical channel steel and/or the vertical angle steel and the foundation steel bars into a whole, and extending the whole to the cavity of the hollow column to assist the concrete in resisting horizontal shearing force.
In conclusion, the invention has the following beneficial effects:
the construction is convenient, the requirement on the positioning precision of the embedded structural member in the reinforced concrete can be properly reduced, and the embedded structural member can be ensured to be in the hollow column cavity area; secondly, a hollow stainless steel-concrete-carbon steel tube concrete column can be manufactured in a unified prefabrication mode, then a concrete column base is cast in situ, and the workload of wet operation is small; thirdly, when all the operation modes of in-situ pouring are adopted, a template does not need to be erected, and the manufacturing is convenient; processing leftover materials for a longer steel structure to be used as vertical channel steel, vertical angle steel and vertical steel , welding the leftover materials with foundation steel bars in a concrete foundation to form a whole, extending the whole to a hollow column cavity area in the column and serving as a shear resistant part to enhance the shear strength of the column bottom; the short steel structure processing leftover materials or waste bolts, namely transverse steel bars, transverse steel grooves and transverse angle steels, can be welded with the inner wall of the inner steel pipe and serve as anchoring parts to enhance the bonding of concrete at the bottom of the column base and the member, so that the waste of materials is reduced to the maximum extent, the processing waste materials are recycled, and the economy is good; and fifthly, because most of the interior of the concrete column is hollow, the self weight of the structure is light, the concrete has a protection effect on the inner steel pipe and the connecting steel piece, the outer steel pipe is made of stainless steel materials, the durability is good, and the concrete column and the column base are attractive.
Drawings
Fig. 1 is a schematic structural diagram of the present application.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
The present embodiment is only for explaining the present invention, and it is not limited to the present invention, and those skilled in the art can make modifications of the present embodiment without inventive contribution as needed after reading the present specification, but all of them are protected by patent law within the scope of the claims of the present invention.
The first embodiment is as follows:
a hollow stainless steel-concrete-carbon steel tube concrete column base node comprises an inner steel tube 1, an outer steel tube 2, a concrete column layer 3 located between the inner steel tube and the outer steel tube, and a hollow column cavity 4 located in the inner steel tube, wherein a concrete column base 5 which is used for pouring and filling the bottom of the hollow column cavity and is connected with a concrete foundation located at the bottom end of a concrete column in a pouring mode and used for supporting the concrete column is arranged at the bottom of the hollow column cavity.
And a connecting steel piece which is welded or extends into the concrete column base to connect the inner steel pipe and/or the concrete foundation is arranged in the concrete column base.
Example two:
different from the above embodiment, the connecting steel member includes a vertical steel structural member 6 extending into the concrete foundation, and the concrete foundation is provided with foundation steel bars therein. The foundation reinforcing steel bars can be additionally embedded reinforcing steel bars, and can also be reinforcing steel bars required by the concrete foundation.
The vertical steel structural part comprises an extension steel bar formed by extending a foundation steel bar upwards to exceed the concrete foundation, or a vertical channel steel and/or a vertical angle steel with the bottom part being embedded in the concrete foundation.
Example three:
different from the embodiment, the lower ends of the vertical channel steel and the vertical angle steel are connected with the part of the foundation steel bar embedded in the concrete foundation, and the part of the upper part of the vertical steel structure embedded in the concrete column base is transversely connected with a steel hook part 61.
Example four:
the difference from the above embodiment lies in that the connecting steel member comprises a transverse steel structural member 7 welded or extending into the inner steel pipe, and the transverse steel structure comprises a transverse steel bar, a transverse steel groove and/or a transverse angle steel welded on the inner steel pipe. In order to enhance the connection of the concrete column, the concrete column base and the concrete foundation, steel parts can be welded on the inner sides of inner steel pipes (the inner steel pipes can adopt carbon steel pipes, and the outer steel pipes adopt stainless steel) in the hollow column cavity, for example, steel structure leftover materials, steel bar leftover materials or waste bolts can be used as the connecting steel parts.
The vertical channel steel, the vertical angle steel, the transverse reinforcing steel, the transverse steel groove and the transverse angle steel can be specially made, and more leftover materials in the building environment can be adopted, so that the cost is low.
Example five:
different from the above embodiment, a steel member 71 is vertically connected to a portion of the horizontal steel structure extending into the concrete column base.
Example six:
the difference from the above embodiments lies in that the foundation reinforcement includes at least two main reinforcements 81 erected in the concrete foundation and a plurality of beam reinforcements 82 transversely connected between the main reinforcements, and the top of the main reinforcements is an extension reinforcement.
Under the condition that no steel bar is arranged in the concrete foundation, the foundation steel bar of the specific steel frame structure can be embedded, and the connection structure of the concrete column base and the concrete foundation is more stable and high in strength.
The main ribs are also transversely welded with base ribs 83 which are expanded outwards.
Example seven:
different from the embodiment, the concrete foundation is welded on the beam rib in the vertical direction, and the vertical steel bars, the vertical channel steel and/or the vertical angle steel extend out of the concrete foundation and are embedded into the concrete column base.
And welding the vertical steel bars, the vertical channel steel and/or the vertical angle steel and the foundation steel bars into a whole, and extending the whole to the cavity of the hollow column to assist the concrete in resisting horizontal shearing force.
The method is convenient to construct, the requirement on the positioning precision of the embedded structural member in the reinforced concrete can be properly reduced, and the method can be ensured in the hollow column cavity area; the hollow stainless steel-concrete-carbon steel tube concrete column can be manufactured in a unified prefabrication mode, then the concrete column base is poured in situ, and the workload of wet operation is small; when all the operation modes of in-situ casting are adopted, a template does not need to be erected, and the manufacturing is convenient; the processed leftover materials of a longer steel structure can be used as vertical channel steel, vertical angle steel and vertical steel , can be welded with foundation steel bars in a concrete foundation to form a whole and extend to a hollow column cavity area in a column to serve as a shear resistant part for enhancing the shear strength of the column bottom; the short steel structure processing leftover materials or waste bolts, namely transverse steel bars, transverse steel grooves and transverse angle steels, can be welded with the inner wall of the inner steel pipe and serve as anchoring parts to enhance the bonding of concrete at the bottom of the column base and the member, so that the waste of materials is reduced to the maximum extent, the processing waste materials are recycled, and the economy is good; because most of the interior of the concrete column is hollow, the self weight of the structure is light, the concrete has a protection effect on the inner steel tube and the connecting steel piece, the outer steel tube is made of stainless steel materials, the durability is good, and the concrete column and the column base are attractive.

Claims (10)

1. The hollow stainless steel-concrete-carbon steel tube concrete column base node is characterized in that a concrete column comprises an inner steel tube (1), an outer steel tube (2), a concrete column layer (3) located between the inner steel tube and the outer steel tube, and a hollow column cavity (4) located in the inner steel tube, wherein a concrete column base (5) which is used for pouring and filling the bottom of the hollow column cavity and is connected with a concrete foundation located at the bottom end of the concrete column in a pouring mode and used for supporting the concrete column is arranged at the bottom of the hollow column cavity.
2. The hollow stainless steel-concrete-carbon steel tube concrete column base node according to claim 1, wherein a connecting steel member welded or extending into the concrete column base for connecting the inner steel tube and/or the concrete foundation is arranged in the concrete column base.
3. A hollow stainless steel-concrete-carbon steel tube concrete column base node according to claim 2, characterized in that said connecting steel member comprises an upright steel structural member (6) extending into said concrete foundation, said concrete foundation being provided with foundation reinforcing.
4. The hollow stainless steel-concrete-carbon steel tube concrete column base node according to claim 3, wherein the vertical steel structure comprises an extension steel bar formed by a foundation steel bar extending upwards beyond a concrete foundation, or a vertical channel steel and/or a vertical angle steel with a bottom part embedded in the concrete foundation.
5. The hollow stainless steel-concrete-carbon steel tube concrete column base node according to claim 4, wherein the lower ends of the vertical channel steel and the vertical angle steel are connected with the part of the foundation steel bar embedded in the concrete foundation, and the part of the upper part of the vertical steel structure embedded in the concrete column base is transversely connected with a steel hook piece (61).
6. A hollow stainless steel-concrete-carbon steel tube concrete column base node according to claim 2, characterized in that said connecting steel member comprises a transverse steel structural member (7) welded or extending into said inner steel tube, said transverse steel structure comprising transverse steel bars, transverse steel channels and/or transverse angle steel welded to said inner steel tube.
7. A hollow stainless steel-concrete-carbon steel tube concrete column base node according to claim 6, characterized in that a steel member (71) is vertically connected to the portion of the transverse steel structure extending into the concrete column base.
8. A hollow stainless steel-concrete-carbon steel tube concrete column base node according to any one of claims 3 to 5, wherein the foundation reinforcement comprises at least two main reinforcements (81) erected in the concrete foundation and a plurality of beam reinforcements (82) transversely connected between the main reinforcements, and the top of the main reinforcements is an extension reinforcement.
9. The hollow stainless steel-concrete-carbon steel tube concrete column base node according to claim 8, characterized in that a flared base bar (83) is welded transversely to the main bar.
10. The hollow stainless steel-concrete-carbon steel tube concrete column base node according to claim 9, wherein the beam ribs are welded vertically with vertical steel bars, vertical steel channels and/or vertical angle steel which protrude upwards from the concrete foundation and are embedded in the concrete column base.
CN201922429393.9U 2019-12-30 2019-12-30 Hollow stainless steel-concrete-carbon steel tube concrete column base node Active CN211773832U (en)

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CN201922429393.9U CN211773832U (en) 2019-12-30 2019-12-30 Hollow stainless steel-concrete-carbon steel tube concrete column base node

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Application Number Priority Date Filing Date Title
CN201922429393.9U CN211773832U (en) 2019-12-30 2019-12-30 Hollow stainless steel-concrete-carbon steel tube concrete column base node

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113338325A (en) * 2021-06-21 2021-09-03 温州超泽天硕智能科技有限公司 Cylindrical column base node

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113338325A (en) * 2021-06-21 2021-09-03 温州超泽天硕智能科技有限公司 Cylindrical column base node

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