CN113969641A - Slant shaped steel concrete column structure - Google Patents

Slant shaped steel concrete column structure Download PDF

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Publication number
CN113969641A
CN113969641A CN202111288902.6A CN202111288902A CN113969641A CN 113969641 A CN113969641 A CN 113969641A CN 202111288902 A CN202111288902 A CN 202111288902A CN 113969641 A CN113969641 A CN 113969641A
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CN
China
Prior art keywords
carrier
rope
connecting part
concrete column
column body
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Granted
Application number
CN202111288902.6A
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Chinese (zh)
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CN113969641B (en
Inventor
陈定方
沈利强
杨杰
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HUAYU CONSTRUCTION GROUP CO Ltd
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HUAYU CONSTRUCTION GROUP CO Ltd
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Application filed by HUAYU CONSTRUCTION GROUP CO Ltd filed Critical HUAYU CONSTRUCTION GROUP CO Ltd
Priority to CN202111288902.6A priority Critical patent/CN113969641B/en
Publication of CN113969641A publication Critical patent/CN113969641A/en
Application granted granted Critical
Publication of CN113969641B publication Critical patent/CN113969641B/en
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/30Columns; Pillars; Struts
    • E04C3/32Columns; Pillars; Struts of metal
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/30Columns; Pillars; Struts
    • E04C3/34Columns; Pillars; Struts of concrete other stone-like material, with or without permanent form elements, with or without internal or external reinforcement, e.g. metal coverings

Abstract

The invention relates to the field of concrete column structures, in particular to an oblique steel concrete column structure, which comprises a column body and connecting members arranged at two ends of the column body and used for being connected with a carrier, wherein protective members are arranged at two ends of the column body; the protective component comprises a connecting part used for being fixed with the carrier and a rope with two ends arranged on the connecting part, an elastic sheet extending to one side far away from the connecting part is arranged on the side wall of the connecting part, the rope bypasses the elastic sheet, and the rope is supported by the elastic sheet to form a ring at the side of the connecting part; the cylinder tip has the groove of accomodating, the protective member still includes support piece, and under the assembled state, the cylinder tip passes through connecting elements and is connected with the carrier, connecting portion are connected with the carrier, the ring and the flexure strip that the rope formed stretch into and accomodate the inslot, support piece passes the ring is fixed with the cylinder, and the junction fracture back of cylinder and carrier, protective member can form the support to the cylinder, avoids the cylinder directly to slump down.

Description

Slant shaped steel concrete column structure
[ technical field ] A method for producing a semiconductor device
The invention relates to the field of concrete column structures, in particular to an oblique steel reinforced concrete column structure.
[ background of the invention ]
In order to adapt to different space environments, the oblique steel reinforced concrete, namely the concrete column in a certain oblique state, is widely applied to industries such as buildings, and the like.
After being connected with the carrier, a connection node is formed at the joint, and after the existing oblique concrete column structure is connected with the carrier, the connection node is directly broken sometimes when being subjected to vibration, so that the concrete column directly collapses, and safety accidents are easily caused once the concrete column collapses, so how to design a concrete column structure which can ensure that the concrete column does not collapse after the node is broken becomes a technical problem to be solved urgently in the field.
[ summary of the invention ]
The technical problem to be solved by the invention is to overcome the defects of the prior art and provide an oblique steel reinforced concrete column structure.
The technical scheme adopted by the invention is as follows:
a slant steel reinforced concrete column structure comprises a column body and connecting members arranged at two ends of the column body and used for being connected with a carrier, wherein protective members are arranged at two ends of the column body; the protective component comprises a connecting part used for being fixed with the carrier and a rope with two ends arranged on the connecting part, an elastic sheet extending to one side far away from the connecting part is arranged on the side wall of the connecting part, the rope bypasses the elastic sheet, and the rope is supported by the elastic sheet to form a ring at the side of the connecting part; the cylinder tip has the groove of accomodating, the protective member still includes support piece, under the assembled state, the cylinder tip passes through connecting elements and is connected with the carrier, connecting portion are connected with the carrier, the ring and the flexure strip that the rope formed stretch into and accomodate the inslot, support piece passes the ring is fixed with the cylinder.
The advantage of this scheme of adoption lies in:
firstly, in this scheme, be provided with the protective member at the tip of cylinder, so after the junction (being connected node) fracture of cylinder and carrier, the protective member can form the support to the cylinder, avoids the cylinder direct slump to fall.
Secondly, the protective component in the scheme mainly comprises a rope and an elastic sheet, so that when the column body falls onto the elastic sheet in the falling process after the node is broken, the elastic sheet can play a buffering and decelerating effect on the concrete column by virtue of the elasticity of the elastic sheet; after the cylinder bends the elastic sheet completely or is broken, the cylinder continues to fall, and because the support piece is arranged in the ring formed by the rope in a penetrating mode, the cylinder continues to fall, finally, the rope can pull the support piece, the two support pieces are fixed with the cylinder, and therefore the cylinder is also pulled, and the effect of preventing the cylinder from falling is achieved.
Furthermore, in this scheme, be provided with at the tip of cylinder and accomodate the groove, the ring that the rope formed and flexure strip stretch into accomodate the inslot, so be unlikely to expose with the flexure strip in order to guarantee the ring, guarantee under the assembled state, the aesthetic property of overall structure.
Finally, the elastic sheet not only serves to cushion the column from falling, but also serves the purpose of supporting the cable to form a loop, so as to ensure that the support member can be inserted directly into the loop when the column is assembled.
Preferably, a threading opening for the rope to pass around is formed in the middle of the elastic piece.
Preferably, both ends of the rope are attached to the connecting portion by elastic members, and the end of the rope always tends to move away from the elastic piece by the elastic members.
Preferably, the elastic member comprises a spring, a slider and a boss arranged on the back side of the connecting part, a sliding cavity is formed in the boss, and the slider is arranged in the sliding cavity in a sliding manner; the end part of the rope movably penetrates through the connecting part and extends into the sliding cavity to be fixed with the sliding block, and the spring is arranged in the sliding cavity to enable the sliding block to keep the trend of moving to one side far away from the connecting part.
Preferably, a reinforcing rib is arranged between two adjacent vertical convex parts.
Preferably, the side wall of the carrier is provided with an embedded groove for embedding the connecting part; the bottom wall of the caulking groove is provided with an accommodating groove for embedding the lug boss at a position corresponding to the lug boss; a rib groove for embedding the reinforcing rib is arranged between two adjacent embedding grooves in the vertical direction; and in an assembly state, the connecting part is fixedly arranged in the caulking groove, and the reinforcing rib is fixedly connected with the carrier through the connecting piece.
Preferably, the connecting piece comprises a second screw rod and second nuts arranged at two ends of the second screw rod; the second screw rod penetrates through the carrier and the reinforcing ribs, and the second nuts are tightly abutted to the side walls on the two sides of the carrier.
Preferably, the connecting member comprises a connecting seat used for being connected with the carrier, and the connecting seat is provided with a mounting opening for placing the end part of the column body; the support piece comprises a first screw rod, first nuts are arranged at two ends of the first screw rod, the end portion of the column body is erected in the mounting opening in an assembling state, the first screw rod penetrates through the column body and the connecting seat, and the first nuts are abutted to the outer side wall of the connecting seat.
Preferably, the bottom wall of the connecting seat is fixed with the bottom wall of the column body through a second bolt.
Preferably, the bottom of the connecting seat extends downwards to form a mounting seat, and the mounting seat is used for being connected with the carrier.
Other advantages and effects of the invention are specifically set forth in the detailed description section.
[ description of the drawings ]
The invention is further described below with reference to the accompanying drawings:
FIG. 1 is a schematic view of the assembled structure of the present invention;
FIG. 2 is a partial exploded view of the present invention;
FIG. 3 is an exploded view of the connection of one end of the column to the carrier;
FIG. 4 is a schematic view of the connection structure of the carrier and the connection member;
FIG. 5 is a first schematic structural view of the shielding member;
FIG. 6 is a second structural view of the shielding member;
FIG. 7 is a cross-sectional view of the guard member;
fig. 8 is a schematic view of the end structure of the pillar.
[ detailed description ] embodiments
The technical solutions of the embodiments of the present invention are explained and illustrated below with reference to the drawings of the embodiments of the present invention, but the following embodiments are only preferred embodiments of the present invention, and not all embodiments. Based on the embodiments in the implementation, other embodiments obtained by those skilled in the art without any creative effort belong to the protection scope of the present invention.
In the following description, the terms such as "inner", "outer", "upper", "lower", "left", "right", etc., which indicate orientations or positional relationships, are used for convenience in describing embodiments and simplifying descriptions, but do not indicate or imply that the referenced devices or elements must have a particular orientation, be constructed and operated in a particular orientation, and thus should not be construed as limiting the present invention.
Example (b):
as shown in fig. 1 to 8, the oblique steel concrete column structure is shown, and includes a column body 1 and connecting members 2 disposed at two ends of the column body 1 and used for connecting with a carrier 4, where the column body 1 has a certain inclination angle, where the carrier 4 mainly refers to a component for connecting with the column body 1, such as an upright, and in an assembled state, that is, in a state where the carrier 4 and the column body 1 are assembled together, two ends of the column body 1 are respectively connected between two upright columns through the connecting members 2 (as shown in fig. 1), so that the connecting members 2 form a connecting node.
Since the structures of the two ends of the column 1 are the same, one end is taken as an example for the description of the present embodiment.
In order to prevent the column body 1 from directly falling off the carrier 4 when the connecting member 2 is directly broken or directly falls off from the carrier 4 after being subjected to a shock, in this embodiment, the column body 1 is provided with a protective member at both ends:
as shown in fig. 3, 5 and 6, the protective member includes a connecting portion 31 for fixing to the carrier 4 and a cable 32 having two ends provided on the connecting portion 31, where the connecting portion 31 may be a plate-shaped structure, and when assembled, it may be fixed to the carrier 4 by welding or may be fixed to the carrier 4 by bolts.
It should be noted that, as shown in fig. 3 and 4, the connection position of the connection portion 31 and the carrier 4 is different from the connection position of the connection member 2 and the carrier 4, in other words, the connection portion 31 and the connection member 2 are independent from each other, because the connection member 2 is connected to the column body 1, the connection member will bear the weight of the column body 1 for a long time, and is easy to break, and if the connection portion 31 is connected to the connection member 2, the connection portion 31 will be broken together when the connection member 2 is broken, and in this independent connection manner, the connection portion 31 will not bear the weight of the column body 1 under normal conditions, so as to ensure the long-term stability of the connection portion 31.
As shown in fig. 5 and 6, the side wall of the connecting portion 31 is provided with an elastic piece 33 extending to a side away from the connecting portion 31, and the elastic piece 33 is a structure having elastic capability, such as steel material, spring steel, etc.; it is an L-shaped structure and is fixed to the connecting portion 31 by welding, but it may also be fixed to the connecting portion 31 by bolting.
As shown in fig. 5-7, the cable 32 is wound around the elastic sheet 33, and the cable 32 is supported by the elastic sheet 33 to form a loop 321 at the side of the connecting portion 31; specifically, a threading opening through which the cable 32 passes is formed in the middle of the elastic piece 33, and the cable passes through the threading opening to be sleeved on the elastic piece 33, so that the cable 32 is supported by the elastic piece 33 to form a loop 321 at the side of the connecting portion 31.
As shown in fig. 8, the end of the column body 1 has a receiving groove 11, as shown in fig. 3, the protection member further includes a support member 5, in an assembled state, the end of the column body 1 is connected to the carrier 4 through the connecting member 2, the connecting portion 31 is connected to the carrier 4, and the loop 321 and the elastic sheet 33 formed by the cable 32 extend into the receiving groove 11, so as to ensure that the loop 321 and the elastic sheet 33 are not exposed, and ensure the aesthetic property of the whole structure in the assembled state.
As shown in fig. 4, the supporting member 5 is fixed to the column body 1 through the ring 321, i.e. the supporting member 5 is fixed to the column body 1 and passes through the ring 321.
When the node (i.e. the connecting member 2) is broken and the column body 1 falls onto the elastic sheet 33 in the falling process, the elastic sheet 33 can play a role in buffering and decelerating the concrete column by virtue of the elasticity of the elastic sheet 33, so that the falling speed and impact of the concrete column are reduced; when the column 1 is completely bent or broken by the elastic piece 33, the support member 5 is inserted into the loop 321 formed by the cable 32 during the continuous falling of the column 1, so that when the column 1 is continuously fallen, finally, the cable 32 pulls the support member 5 (i.e. the support member 5 is hung on the cable 32), and the support member 5 is fixed to the column 1, so that the column 1 is also pulled, thereby preventing the column 1 from collapsing.
It should be noted that the elastic pieces 33 not only serve to buffer the falling of the column 1, but also serve to support the cable 32 to form the loop 321, so as to ensure that the supporting member 5 can be directly inserted into the loop 321 when the column 1 is assembled. In other words, if the elastic piece 33 does not support the cable 32, the cable 32 will directly fall due to its own flexibility, and will not form a large loop 321; during subsequent assembly, both guarantee that rope 32 is taken in and accomodates groove 11, guarantee again when wearing to establish support piece 5, support piece 5 wears to establish in ring 321, so just need when wearing to establish support piece 5, stretch into to accomodate groove 11 with the hand and manually strut rope 32 and open so as to form a circle, then penetrate support piece 5 in this circle again, it is very inconvenient to see from this operation.
In this embodiment, as shown in fig. 3, the specific structure of the connecting member 2 is: the connecting member 2 includes a connecting seat 21 for connecting with the carrier 4, a bottom of the connecting seat 21 extends downward to form a mounting seat 212, the mounting seat 212 is for connecting with the carrier 4, and specifically, when assembling, the mounting seat 212 is mounted on the side wall of the carrier 4 through the fourth bolt 22.
The connecting seat 21 is provided with an installation opening 211 for placing the end part of the column body 1, and the end part of the column body 1 is erected in the installation opening 211; in this embodiment, the supporting member 5 includes a first screw 51, first nuts 52 are disposed at two ends of the first screw 51, the first screw 51 is disposed on the column body 1 and the connecting seat 21 in a penetrating manner, the first nuts 52 are tightly abutted against the outer side wall of the connecting seat 21, specifically, the side walls at two sides of the mounting opening 211 are provided with first through holes 213 that penetrate therethrough, as shown in fig. 8 and 3, through holes 12 that penetrate through the side walls at two sides of the column body 1 are disposed at the position where the column body 1 is located in the accommodating groove 11, and the through holes 12 are used for being abutted against the first through holes 213, when mounting:
erecting the end of the column body 1 on the installation opening 211, making the ring 321 and the elastic sheet 33 penetrate into the accommodating groove 11, then adjusting the column body 1, making the first through hole 213 and the through hole 12 align with the through hole 12, and it is worth mentioning that when the first through hole 213 and the through hole 12 align, the axes of the two are located in the inner space of the ring 321, after aligning the two, penetrating the first screw 51 from one end of the first through hole 213, and further penetrating into the through hole 12, and finally penetrating out from the other end of the first through hole 213, and at this time, the rod end of the first screw 51 located in the accommodating groove 11 penetrates into the ring 321 to form a support; finally, the first nuts 52 are screwed on the two ends of the first screw 51 respectively until the first nuts 52 are pressed against the side walls of the connecting seat 21, as shown in fig. 4.
It can be seen that, in the present embodiment, the first screw 51 not only can play a role of connecting the connecting seat 21 and the column body 1, but also can play a role of the supporting member 5, i.e. penetrating into the loop 321, when the column body 1 collapses, it can be hung on the loop 321 formed by the cable 32 to prevent the column body 1 from directly falling to the ground.
Of course, in order to further improve the connection effect between the connection seat 21 and the column body 1, in this embodiment, the bottom wall of the connection seat 21 is fixed to the bottom wall of the column body 1 by the second bolt 23.
In order to prevent the cable 32 from being greatly impacted when the column body 1 collapses, in the embodiment, as shown in fig. 6 and 7, both ends of the cable 32 are mounted on the connecting portion 31 through the elastic member 34, the end of the cable 32 always keeps a tendency to move away from the elastic piece 33 through the elastic member 34, so that both ends of the cable 32 have a certain elastic buffering capacity under the action of the elastic member 34, and when the column body 1 collapses and the support member 5 pulls down the cable 32, the cable 32 will be pulled down against the elastic force of the elastic member 34, so that the elastic member 34 has a buffering effect.
As for the specific structure of the elastic member 34: the elastic member 34 includes a spring 342, a slider 343, and a protrusion 341 disposed on the back side of the connection portion 31, and in this embodiment, the protrusion 341 may be integrally formed with the connection portion 31.
A sliding cavity is formed in the boss 341, and the sliding block 343 is slidably arranged in the sliding cavity; the end of the cable 32 movably passes through the connecting portion 31 and extends into the sliding cavity to be fixed with the slider 343, the spring 342 is disposed in the sliding cavity to keep the slider 343 moving away from the connecting portion 31, and the specific spring 342 is sleeved on the cable 32.
When the column 1 collapses and the cable 32 is pulled down by the support member 5, the end of the cable 32 moves away from the protrusion 341, and the slider 343 is pulled to slide in the sliding cavity, so that the slider 343 continuously compresses the spring 342, and the spring 342 exerts an elastic force on the slider 343 opposite to the sliding direction thereof, thereby buffering the cable 32.
The two ends of the same rope 32 are vertically distributed on the connecting portion 31, reinforcing ribs 35 are arranged between two vertically adjacent protruding portions 341, and the reinforcing ribs 35 can play a role in improving the strength of the protruding portions 341.
In order to adapt to the installation of the upright, in this embodiment, the side wall of the carrier 4 is provided with a caulking groove 41 for the connection portion 31 to be embedded.
In order to make the protruding portion 341 and the reinforcing rib 35 be located in the carrier 4, in this embodiment, as shown in fig. 3, a receiving groove 42 for the protruding portion 341 to be inserted is formed on the bottom wall of the inserting groove 41 at a position corresponding to the protruding portion 341; a rib groove 43 for embedding the reinforcing rib 35 is arranged between two adjacent embedding grooves 41 in the vertical direction; in the assembled state, the connecting portion 31 is accommodated in the insertion groove 41 and fixed to the carrier 4, and is connected to the carrier 4 by, for example, bolts, which are referred to as third bolts 45 for convenience of distinction.
The reinforcing ribs 35 are embedded into the rib grooves 43 and fixedly connected with the carrier 4 through connecting pieces 6, and each connecting piece 6 comprises a second screw rod 61 and second nuts 62 arranged at two ends of the second screw rod 61; the second screw 61 is inserted through the carrier 4 and the reinforcing rib 35, the second nut 62 is tightly pressed against the side walls of the two sides of the carrier 4, specifically, the side wall of the carrier 4 is provided with a second through hole 44 penetrating through the carrier 4, a rib hole 351 butted with the second through hole 44 is formed in the position, corresponding to the second through hole 44, of the reinforcing rib 35, during installation, the reinforcing rib 35 is inserted into the rib groove 43, then the second screw 61 penetrates into the rib hole 351 from the second through hole 44 and extends out from the other end of the second through hole 44, then the second nuts 62 are respectively screwed on the two ends of the screws, so that the two second nuts 62 are tightly pressed against the side walls of the carrier 4 respectively. In this way, the second screw 61 can fix the rib 35, and further improve the connection strength of the connection portion 31, which means that the connection portion 31 is not only fixed by the third bolt 45, but also further fixed by the second screw 61.
While the invention has been described with reference to specific embodiments thereof, it will be understood by those skilled in the art that the invention is not limited thereto, and may be embodied in many different forms without departing from the spirit and scope of the invention as set forth in the following claims. Any modification which does not depart from the functional and structural principles of the present invention is intended to be included within the scope of the claims.

Claims (10)

1. A slant steel reinforced concrete column structure comprises a column body and connecting members arranged at two ends of the column body and used for being connected with a carrier, and is characterized in that protective members are arranged at two ends of the column body; the protective component comprises a connecting part used for being fixed with the carrier and a rope with two ends arranged on the connecting part, an elastic sheet extending to one side far away from the connecting part is arranged on the side wall of the connecting part, the rope bypasses the elastic sheet, and the rope is supported by the elastic sheet to form a ring at the side of the connecting part; the cylinder tip has the groove of accomodating, the protective member still includes support piece, under the assembled state, the cylinder tip passes through connecting elements and is connected with the carrier, connecting portion are connected with the carrier, the ring and the flexure strip that the rope formed stretch into and accomodate the inslot, support piece passes the ring is fixed with the cylinder.
2. The oblique steel concrete column structure as claimed in claim 1, wherein a threading opening for a rope to pass around is formed in the middle of the elastic sheet.
3. The oblique steel concrete column structure as claimed in claim 1, wherein both ends of said rope are mounted on the connecting portion by elastic members, and the ends of the rope always keep a tendency to move to a side away from the elastic sheet by said elastic members.
4. The oblique steel concrete column structure as claimed in claim 3, wherein said elastic member comprises a spring, a slider, and a protrusion part disposed at the back side of the connecting part, a sliding cavity is formed in said protrusion part, and said slider is slidably disposed in the sliding cavity; the end part of the rope movably penetrates through the connecting part and extends into the sliding cavity to be fixed with the sliding block, and the spring is arranged in the sliding cavity to enable the sliding block to keep the trend of moving to one side far away from the connecting part.
5. A diagonal steel concrete column structure according to claim 4, wherein a reinforcing rib is provided between two vertically adjacent protrusions.
6. The oblique steel concrete column structure as claimed in claim 5, wherein the side wall of the carrier is provided with a caulking groove for embedding the connecting part; the bottom wall of the caulking groove is provided with an accommodating groove for embedding the lug boss at a position corresponding to the lug boss; a rib groove for embedding the reinforcing rib is arranged between two adjacent embedding grooves in the vertical direction; and in an assembly state, the connecting part is fixedly arranged in the caulking groove, and the reinforcing rib is fixedly connected with the carrier through the connecting piece.
7. The oblique steel concrete column structure as claimed in claim 6, wherein said connecting member comprises a second screw rod and second nuts provided at both ends of the second screw rod; the second screw rod penetrates through the carrier and the reinforcing ribs, and the second nuts are tightly abutted to the side walls on the two sides of the carrier.
8. The oblique steel concrete column structure as claimed in claim 1, wherein the connecting member comprises a connecting seat for connecting with the carrier, the connecting seat is provided with a mounting opening for placing the end of the column body; the support piece comprises a first screw rod, first nuts are arranged at two ends of the first screw rod, the end portion of the column body is erected in the mounting opening in an assembling state, the first screw rod penetrates through the column body and the connecting seat, and the first nuts are abutted to the outer side wall of the connecting seat.
9. The oblique steel concrete column structure as claimed in claim 8, wherein the bottom wall of the connecting base is fixed with the bottom wall of the column body by a second bolt.
10. A diagonal steel concrete column structure according to claim 9, wherein the bottom of said connecting base extends downwardly to form a mounting base, said mounting base being adapted to be connected to a carrier.
CN202111288902.6A 2021-11-02 2021-11-02 Slant shaped steel concrete column structure Active CN113969641B (en)

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Application Number Priority Date Filing Date Title
CN202111288902.6A CN113969641B (en) 2021-11-02 2021-11-02 Slant shaped steel concrete column structure

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Application Number Priority Date Filing Date Title
CN202111288902.6A CN113969641B (en) 2021-11-02 2021-11-02 Slant shaped steel concrete column structure

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CN113969641A true CN113969641A (en) 2022-01-25
CN113969641B CN113969641B (en) 2022-06-28

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Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07301032A (en) * 1994-05-09 1995-11-14 Tokyo Seiko Co Ltd Protective fence and reinforcing device therefor
CN101812868A (en) * 2009-08-11 2010-08-25 江德群 Independent stiff cable
CN205063376U (en) * 2015-10-23 2016-03-02 山东科技大学 Steel core concrete column and anti reinforcement node that collapses of girder steel
CN207919900U (en) * 2018-03-03 2018-09-28 青岛德泰建设工程有限公司 A kind of novel inclined steel pipe concrete column
CN211735765U (en) * 2020-03-13 2020-10-23 北京京盛泰华金属结构有限公司 Section steel concrete column beam earthquake-resistant structure

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07301032A (en) * 1994-05-09 1995-11-14 Tokyo Seiko Co Ltd Protective fence and reinforcing device therefor
CN101812868A (en) * 2009-08-11 2010-08-25 江德群 Independent stiff cable
CN205063376U (en) * 2015-10-23 2016-03-02 山东科技大学 Steel core concrete column and anti reinforcement node that collapses of girder steel
CN207919900U (en) * 2018-03-03 2018-09-28 青岛德泰建设工程有限公司 A kind of novel inclined steel pipe concrete column
CN211735765U (en) * 2020-03-13 2020-10-23 北京京盛泰华金属结构有限公司 Section steel concrete column beam earthquake-resistant structure

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