CN108894243A - Steel structural concrete outer-enwraped type suspension column - Google Patents
Steel structural concrete outer-enwraped type suspension column Download PDFInfo
- Publication number
- CN108894243A CN108894243A CN201810611679.6A CN201810611679A CN108894243A CN 108894243 A CN108894243 A CN 108894243A CN 201810611679 A CN201810611679 A CN 201810611679A CN 108894243 A CN108894243 A CN 108894243A
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- bar
- support frame
- reinforcing bar
- steel column
- auxiliary member
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- 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
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/42—Foundations for poles, masts or chimneys
-
- 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
- E04B2001/2463—Connections to foundations
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The invention discloses steel structural concrete outer-enwraped type suspension columns, including：Support frame, it is fixed on bottom plate hypodermis reinforcing bar, support frame as described above upper surface is horizontal and outer edge is provided with the vertical baffle of a circle, space between support frame as described above upper surface and baffle is divided into the cube structure that four impartial bottom surfaces are square, it is by the fixed equal part of elastomer and seals to form four hollow cavities, the water of same volume is perfused in hollow cavity, the communicating pipe there are four L-type is also connected on support frame as described above, the horizontal baffle by support frame opposite sides is connected to four hollow cavities to one end respectively, the other end straight up and is provided with impartial graduation mark, the steel column is located on support frame as described above；External wrapping concrete block, it is outer to be wrapped in outside bottom plate and steel column bottom end.The present invention realizes steel column accurate positioning, and stable structure, in addition external wrapping concrete can one-time-concreting molding.
Description
Technical field
The present invention relates to technical field of building construction.It is more particularly related to steel structural concrete outer-enwraped type suspension column.
Background technique
The stage of construction market is gradually gone in the combination of steel structure and concrete, and outer-enwraped type has just connect suspension column and also come into being, across
It spends biggish truss suspension column and the biggish suspension column of stress all uses the design that outer-enwraped type has just connect suspension column, suspension column is connection top master
The important node of body structure and basis is the principal element for determining its bearing capacity, plays the important work formed a connecting link in the structure
With.It is the suspension column for being wrapped to form steel column with concrete that outer-enwraped type, which has just connect suspension column, and the mode of suspension column shearing resistance carrying has very big
Difference, he can be effectively fixed shaft and by the axle power of column lower end, moment of flexure and shearing effectively pass to basis, make superstructure
It is worked together with basis.Steel construction has good development prospect, therefore outer-enwraped type has just connect the critical hair with steel construction of suspension column
Paces are opened up, realize joint development.
Summary of the invention
It is an object of the present invention to provide steel structural concrete outer-enwraped type suspension column, steel column accurate positioning is realized, stable structure,
In addition external wrapping concrete can one-time-concreting molding.
In order to realize these purposes and other advantages according to the present invention, steel structural concrete outer-enwraped type suspension column is provided, is wrapped
It includes：Support frame is fixed on bottom plate hypodermis reinforcing bar, support frame as described above upper surface is horizontal and outer edge to be provided with a circle vertical
Baffle, the space between support frame as described above upper surface and baffle are divided into the cube knot that four impartial bottom surfaces are square
Structure by the fixed equal part of elastomer and seals to form four hollow cavities, the water of same volume is perfused in hollow cavity,
The communicating pipe there are four L-type is also connected on support frame as described above, the horizontal baffle by support frame opposite sides connects one end respectively
Lead to four hollow cavities, the other end straight up and is provided with impartial graduation mark, and the steel column is located on support frame as described above；Outside
Packet concrete block, it is outer to be wrapped in outside bottom plate and steel column bottom end.
Preferably, the elastomer of the horizontal and vertical axial location in support frame as described above upper surface includes the three-layered node of sealing
Structure, two opposite outer layers are elastic plate, and middle layer is made of multiple high strong springs closely, four hollow cavity upper surfaces
Elastomer is elastical cloth.
Preferably, further include：Auxiliary device comprising：Auxiliary member is cube structure and is located on support frame as described above
And auxiliary member size is less than support frame as described above size, the auxiliary member upper surface is recessed downwards what formation was matched with the steel column
Groove, axis are overlapped with the axis of the auxiliary member, and the auxiliary member upper surface is additionally provided with downward annular positioning groove,
Diameter is greater than the groove diameter and axis is overlapped with recess axis, and each lateral surface upper end of auxiliary member is hinged with a pair
Auxiliary bar, the auxiliary bar are connected with elastic ring on one end of auxiliary member, have between auxiliary bar surface
Gap；Matching piece, the perforation cavity with two sections step type, the matching piece top are sheathed on institute by upper section cavity just
State steel column lower end, lower part is matched in locating slot, and the matching piece perforation cavity ladder interface and the steel column go to the bottom
Face is concordant, is also set up on the outside of the matching piece there are four locating piece, is class door type structure, and cross bar is articulated with the matching piece
Outside, a pair of of vertical bar is corresponding with a pair of of auxiliary bar on one side of auxiliary member respectively and may pass through the gap of elastic ring
It is interior.
Preferably, the vertical bar lower end is with the directing plate for having angle with the vertical bar that extends outwardly, the angle
It is 120~150 degree.
Preferably, steel column lower end outer surface is provided with multiple inside shrinkage pools, is additionally provided in the matching piece
Multiple fixed mechanisms comprising sliding bar and guiding bar, one circle of matching piece upper surface annular are vertically provided with multiple guidance
Slot, medial surface, which are recessed inwardly, is provided with multiple corresponding slippage slots, the guiding groove lower end perforation slippage slot, in the guiding groove
Just be provided with can be protruded from along the sliding bar that slippage slot length direction moves, the sliding bar upper end matching piece outside, lower end it is solid
Surely guiding bar one end is connected, guiding bar other end corresponding matching is in shrinkage pool.
Preferably, the horizontal tube of the communicating pipe is fixing pipe and one end is connected to hollow cavity, the other end connects four
The vertical pipe of reinforcement constitution, the upper end of the horizontal tube other end are fixedly connected with the first reinforcing bar, the two sides of the horizontal tube other end after
Continue outside horizontal extension and be hinged with a pair of second reinforcing bar, the outside horizontal extension in the lower end of the horizontal tube other end and protrudes from second
Reinforcing bar is outer and is fixedly connected with third reinforcing bar, and first reinforcing bar, a pair of second reinforcing bar and third reinforcing bar are equal by transparent having
The connection cloth of equal graduation marks is connected as vertical pipe, and the upper end of first reinforcing bar and third reinforcing bar is located at the top of auxiliary member.
The present invention is include at least the following beneficial effects：
1, the present invention can play one-time-concreting by the setting of support frame and form outer-enwraped type suspension column, in addition support frame upper surface
The center of the also adjustable steel column of the setting of structure fix and axis it is vertical.
2, the setting of auxiliary member of the invention and matching piece can play the lifting decentralization of auxiliary steel column, guarantee steel column decentralization
The fixation of position, axis it is vertical.
3, the setting of communicating tube structure of the invention can adjusted steel column it is vertical after, be used further to later period external wrapping concrete and pour
Stiffener inside when the stiffener built, auxiliary bar and vertical bar are used equally for later period external wrapping concrete to pour makes this
The structure of invention is repeatable to be recycled, and is saved cost, is improved construction efficiency.
Further advantage, target and feature of the invention will be partially reflected by the following instructions, and part will also be by this
The research and practice of invention and be understood by the person skilled in the art.
Detailed description of the invention
Fig. 1 is overall structure diagram of the invention；
Fig. 2 is the top view of support frame of the present invention；
Fig. 3 is the main view of auxiliary member of the present invention；
Fig. 4 is the main view of matching piece of the present invention；
Fig. 5 is the top view of vertical pipe in communicating pipe of the invention.
Description of symbols：
1, support frame, 11, hollow cavity, 12, communicating pipe, 13, baffle, the 14, first reinforcing bar, the 15, second reinforcing bar, 16,
Three reinforcing bars, 17, connection cloth, 2, auxiliary member, 21, groove, 22, locating slot, 23, auxiliary bar, 24, elastic ring, 3, matching piece,
31, vertical bar, 32, lower part, 33, directing plate, 4, fixed mechanism, 41, sliding bar, 42, guiding bar, 5, steel column.
Specific embodiment
Present invention will be described in further detail below with reference to the accompanying drawings, to enable those skilled in the art referring to specification text
Word can be implemented accordingly.
It should be noted that experimental method described in following embodiments is unless otherwise specified conventional method, institute
Reagent and material are stated, unless otherwise specified, is commercially obtained；In the description of the present invention, term " transverse direction ", " vertical
To ", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", the instructions such as "outside" side
Position or positional relationship are to be based on the orientation or positional relationship shown in the drawings, and are merely for convenience of description of the present invention and simplification of the description,
It is not that the device of indication or suggestion meaning or element must have a particular orientation, be constructed and operated in a specific orientation, because
This is not considered as limiting the invention.
As shown in Fig. 1 to 5, the present invention provides a kind of steel structural concrete outer-enwraped type suspension column comprising：Support frame 1, is fixed on
On bottom plate hypodermis reinforcing bar, 1 upper surface of support frame as described above is horizontal and outer edge is provided with the vertical baffle 13 of a circle, support frame as described above
Space between 1 upper surface and baffle 13 is divided into the cube structure that four impartial bottom surfaces are square, and passes through bullet
Property the fixed equal part of body and seal to form four hollow cavities 11, the water of same volume, the branch are perfused in hollow cavity 11
The communicating pipe 12 there are four L-type is also connected on support 1, the horizontal baffle 13 by 1 opposite sides of support frame connects one end respectively
Lead to four hollow cavities 11, the other end straight up and is provided with impartial graduation mark, and the steel column 5 is located at support frame as described above 1
On；External wrapping concrete block, it is outer to be wrapped in outside 5 bottom end of bottom plate and steel column.The horizontal and vertical axial location in 1 upper surface of support frame as described above
Elastomer include sealing three-decker, two opposite outer layers be elastic plate, middle layer is by multiple high strong springs closely
It constitutes, the elastomer of four 11 upper surfaces of hollow cavity is elastical cloth.
In the above-mentioned technical solutions, bottom plate is double steel bar, and support frame 1 is fixed on hypodermis reinforcing bar, the upper table of support frame 1
Face is set as plate horizontal and for sealing, and the horizontal and vertical axial location in 1 upper surface of support frame is fixed with elastomer, and two
A outer layer is elastic plate, and middle layer is high strong spring, under the pushing gravity of steel column 5, the elastic plate of two sides and centre
Spring vertical deformation can only occur, the deformation of elastomer will not influence the volume in hollow cavity 11, intermediate elastomeric
Height be set as 20cm, then elastical cloth is fixed in the upper transverse plane of baffle 13 will be between 1 upper surface of support frame and baffle 13
Space be divided into identical four inside be hollow sealing cavity structure.In construction, support frame 1 is fixed first, on
Surface is adjusted to horizontality, and the axis of support frame 1 is the axial location after steel column 5 positions, perfusion in hollow cavity 11
Water, the liquid level in four communicating pipes 12 vertical pipe is in sustained height；Steel column 5 is lifted on support frame 1 at this time, due to
The effect of 5 gravity of steel column, liquid level can rise in vertical pipe, if the axis no-fix of steel column 5 precisely if in four communicating pipe 12
Liquid level have point of height, the position of steel column 5 is all around adjusted according to the fluid change in communicating pipe 12, until four
Liquid level in communicating pipe 12 is again maintained in sustained height, fixes steel column 5 at this time；Pouring for external wrapping concrete is carried out, by outer
Packet concreting at concrete block by the 5 lower end outsourcing of bottom plate, support frame 1 and steel column, keep stablizing, complete outer-enwraped type column
The construction of foot.On the one hand the one-time-concreting molding of external wrapping concrete can be achieved in the setting of 1 structure of support frame, on the other hand can be achieved
To the accurate positioning of steel column 5, keep its vertical state.In addition the water in the height of baffle 13 and hollow cavity 11 is set as steel
Column 5 or subsequent auxiliary device can 1 upper surfaces of abutting contact support frame when positioning.
In another technical solution, further include：Auxiliary device comprising：Auxiliary member 2 for cube structure and is located at
On support frame as described above 1 and 2 size of auxiliary member be less than 1 size of support frame as described above, 2 upper surface of auxiliary member be recessed downwards formation and
The groove 21 that the steel column 5 matches, axis are overlapped with the axis of the auxiliary member 2, and 2 upper surface of auxiliary member is also set up
There is downward annular positioning groove 22, has a diameter larger than 21 diameter of groove and axis is overlapped with 21 axis of groove, the auxiliary
The each lateral surface upper end of part 2 is hinged with a pair of of auxiliary bar 23, and the auxiliary bar 23 connects on one end of auxiliary member 2
There is gap between flexible ring 24, with 23 surface of auxiliary bar；Matching piece 3, the perforation cavity with two sections step type,
3 top of matching piece by the way that upper section cavity is sheathed on 5 lower end of steel column just, lower part 32 is matched in locating slot 22, and
The ladder interface that the matching piece 3 penetrates through cavity is concordant with 5 bottom surface of steel column, is additionally provided on the outside of the matching piece 3
Four locating pieces, are class door type structure, and cross bar be articulated with 3 outside of the matching piece, a pair of of vertical bar 31 respectively with auxiliary member 2
A pair of of auxiliary bar 23 on one side is corresponding and may pass through in the gap of elastic ring 24.
In the above-mentioned technical solutions, if carrying out positioning adjustment by lifting steel column 5,5 mass of steel column is larger, and lifting is applied
Work difficulty is relatively large, therefore is provided with auxiliary device to assist finding accurately in the axis of steel column 5 and position, then lifts steel again
Column 5 realizes lifting decentralization.When construction, lifting auxiliary member 2 adjusts by the adjusting method in a upper technical solution and realizes auxiliary
The positioning of the positioning and fixing on support frame 1 of part 2, auxiliary member 2 can be by way of being fixed temporarily or by releasing
It puts casting concrete in the space after the water in hollow cavity 11 between baffle and auxiliary member 2 and realizes and fix, then will match
3 top of component is closely sheathed on 5 lower end of steel column, and when transferring naturally, matching piece 3 will not slide along about 5 steel column, transfers steel column
5, eight vertical bars 31 on four locating pieces on matching piece 3 correspond eight auxiliary bars 23 on auxiliary member 2, vertical bar 31
In the elastic ring 24 on auxiliary bar 23, decentralization steel column 5 is then proceeded to, vertical bar 31 can continue across simultaneously out of elastic ring 24
Driving the rotation of auxiliary bar 23 is horizontality, until matching piece 3 is no longer after the cooperation of matching piece lower part 32 is located in locating slot 22
It changes, steel column 5 can continue decentralization under self gravitation effect and be positioned in groove 21, realize that positioning is fixed, be fixed temporarily
Auxiliary device is more simple compared to steel column 5.Vertical bar 31 matches the Hoisting Position of bootable steel column 5 with auxiliary bar 23, erects
Bar 31 may be set to be reinforcing bar, be used for subsequent concreting stiffener.
In another technical solution, 31 lower end of vertical bar has drawing for angle with the vertical bar 31 with extending outwardly
Guide plate 33, the angle are 120~150 degree.The effect of directing plate 33 be facilitate vertical bar 31 find accurately the position of auxiliary bar 23 into
Row corresponds positioning.
In another technical solution, the 5 lower end outer surface of steel column is provided with multiple inside shrinkage pools, the matching piece
Multiple fixed mechanisms 4 are additionally provided in 3 comprising sliding bar 41 and guiding bar 42, the 3 upper surface annular one of matching piece enclose to
It is arranged with multiple guiding grooves, medial surface is recessed inwardly and is provided with multiple corresponding slippage slots, the guiding groove lower end perforation cunning
Slot is moved, being provided with just in the guiding groove can be along the sliding bar 41 that slippage slot length direction moves, 41 upper end of sliding bar
Protrude from that matching piece 3 is outer, lower end is fixedly connected with 42 one end of guiding bar, 42 other end corresponding matching of guiding bar is in shrinkage pool.
In the above-mentioned technical solutions, when matching piece 3 is sheathed on 5 lower end of steel column, mobile guiding bar 42 to slide bar 41
Into the shrinkage pool of steel column 5, sliding realizes fixation of the matching piece 3 on steel column 5 to block, and it is fixed to be matched in matching piece lower part 32
After in the slot 22 of position, the mobile guiding bar 42 of opposite direction, so that sliding bar 41 is skidded off from shrinkage pool, steel column 5 smoothly continues to transfer position
In in groove 21.
In another technical solution, the horizontal tube of the communicating pipe 12 is fixing pipe and one end be connected to hollow cavity 11,
The other end connects the vertical pipe of four reinforcement constitutions, and the upper end of the horizontal tube other end is fixedly connected with the first reinforcing bar 14, horizontal
Continue outside horizontal extension and be hinged with a pair of second reinforcing bar 15, the outside water in the lower end of the horizontal tube other end in the two sides of the pipe other end
It is flat to extend and protrude from outside the second reinforcing bar 15 and be fixedly connected third reinforcing bar 16, first reinforcing bar 14, a pair of second reinforcing bar 15
Vertical pipe is connected as by the transparent connection cloth 17 with impartial graduation mark with third reinforcing bar 16, first reinforcing bar 14 and the
The upper end of three reinforcing bars 16 is located at the top of auxiliary member 2.
In the above-mentioned technical solutions, when construction, the first reinforcing bar 14, a pair of second reinforcing bar 15 and 16 lower end of third reinforcing bar difference
Sealing is connected to horizontal tube, and is between each other class tubular structure by the connection sealing connection of cloth 17, is adjusted in auxiliary device
When section positioning, play the role of absolute altitude water level, after the completion of absolute altitude, when pouring external wrapping concrete, after cutting connection cloth 17, by one
Second reinforcing bar 15 is turned out and is fixed for horizontality, the first reinforcing bar 14 and third reinforcing bar 16 and auxiliary bar 23 and vertical bar 31
After connection, when for concreting inside stiffener, realize entire outsourcing suspension column structure construction when it is reusable
Realize different effects.
Although the embodiments of the present invention have been disclosed as above, but its is not only in the description and the implementation listed
With it can be fully applied to various fields suitable for the present invention, for those skilled in the art, can be easily
Realize other modification, therefore without departing from the general concept defined in the claims and the equivalent scope, the present invention is simultaneously unlimited
In specific details and legend shown and described herein.
Claims (6)
1. steel structural concrete outer-enwraped type suspension column, which is characterized in that including：
Support frame is fixed on bottom plate hypodermis reinforcing bar, support frame as described above upper surface is horizontal and outer edge to be provided with a circle vertical
Baffle, the space between support frame as described above upper surface and baffle is divided into the cube that four impartial bottom surfaces are square
Structure by the fixed equal part of elastomer and seals to form four hollow cavities, is perfused with same volume in hollow cavity
Water, is also connected with the communicating pipe there are four L-type on support frame as described above, the one end horizontal baffle for passing through support frame opposite sides respectively
It is connected to four hollow cavities, the other end straight up and is provided with impartial graduation mark, and the steel column is located on support frame as described above；
External wrapping concrete block, it is outer to be wrapped in outside bottom plate and steel column bottom end.
2. steel structural concrete outer-enwraped type suspension column as described in claim 1, which is characterized in that support frame as described above upper surface is laterally and vertical
It include the three-decker of sealing to the elastomer of axial location, two opposite outer layers are elastic plate, and middle layer is by multiple tight
The high strong spring suffered is constituted, and the elastomer of four hollow cavity upper surfaces is elastical cloth.
3. steel structural concrete outer-enwraped type suspension column as described in claim 1, which is characterized in that further include：Auxiliary device comprising：
Auxiliary member is cube structure and is located on support frame as described above and auxiliary member size is less than support frame as described above size, described
Auxiliary member upper surface, which is recessed downwards, forms the groove that matches with the steel column, and axis is overlapped with the axis of the auxiliary member,
The auxiliary member upper surface is additionally provided with downward annular positioning groove, has a diameter larger than the groove diameter and axis and groove axis
Line is overlapped, and each lateral surface upper end of auxiliary member is hinged with a pair of of auxiliary bar, and the auxiliary bar is close to auxiliary member
It is connected with elastic ring on one end, there is gap between auxiliary bar surface；
Matching piece, the perforation cavity with two sections step type, the matching piece top are sheathed on institute by upper section cavity just
State steel column lower end, lower part is matched in locating slot, and the matching piece perforation cavity ladder interface and the steel column go to the bottom
Face is concordant, is also set up on the outside of the matching piece there are four locating piece, is class door type structure, and cross bar is articulated with the matching piece
Outside, a pair of of vertical bar is corresponding with a pair of of auxiliary bar on one side of auxiliary member respectively and may pass through the gap of elastic ring
It is interior.
4. steel structural concrete outer-enwraped type suspension column as claimed in claim 3, which is characterized in that the vertical bar lower end, which has, to extend outwardly
There is the directing plate of angle with the vertical bar, the angle is 120~150 degree.
5. steel structural concrete outer-enwraped type suspension column as claimed in claim 3, which is characterized in that steel column lower end outer surface is provided with
Multiple inside shrinkage pools are additionally provided with multiple fixed mechanisms in the matching piece comprising sliding bar and guiding bar, the cooperation
Annular one circle in part upper surface is vertically provided with multiple guiding grooves, medial surface is recessed inwardly and is provided with multiple corresponding slippage slots, institute
State guiding groove lower end perforation slippage slot, be provided in the guiding groove just can along the sliding bar that slippage slot length direction moves,
The sliding bar upper end protrudes from outside matching piece, lower end is fixedly connected with guiding bar one end, and guiding bar other end corresponding matching is in recessed
In hole.
6. steel structural concrete outer-enwraped type suspension column as claimed in claim 3, which is characterized in that the horizontal tube of the communicating pipe is to fix
Pipe and one end connection hollow cavity, the other end connect the vertical pipe of four reinforcement constitutions, and the upper end of the horizontal tube other end is solid
Surely the first reinforcing bar is connected, the two sides of the horizontal tube other end continue outside horizontal extension and are hinged with a pair of second reinforcing bar, horizontal tube
The outside horizontal extension in the lower end of the other end and to protrude from the second reinforcing bar outer and be fixedly connected with third reinforcing bar, first reinforcing bar, one
Vertical pipe, first reinforcing bar are connected as by the transparent connection cloth with impartial graduation mark to the second reinforcing bar and third reinforcing bar
It is located at the top of auxiliary member with the upper end of third reinforcing bar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810611679.6A CN108894243B (en) | 2018-06-14 | 2018-06-14 | Steel structure concrete external wrapping type column base |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810611679.6A CN108894243B (en) | 2018-06-14 | 2018-06-14 | Steel structure concrete external wrapping type column base |
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| Publication Number | Publication Date |
|---|---|
| CN108894243A true CN108894243A (en) | 2018-11-27 |
| CN108894243B CN108894243B (en) | 2020-04-21 |
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ID=64344884
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810611679.6A Active CN108894243B (en) | 2018-06-14 | 2018-06-14 | Steel structure concrete external wrapping type column base |
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| Country | Link |
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| CN (1) | CN108894243B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113994055A (en) * | 2019-04-17 | 2022-01-28 | 彼得丹恩有限公司 | Modular structure and method of connection |
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| US5966882A (en) * | 1994-12-19 | 1999-10-19 | Naito; Kingo | Structure of base of column and construction method for base of column |
| EP1397562B1 (en) * | 2001-06-06 | 2009-04-08 | Corus UK LTD. | Ground anchorage apparatus |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN113994055B (en) * | 2019-04-17 | 2023-04-25 | 彼得丹恩有限公司 | Modular structure and connection method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN108894243B (en) | 2020-04-21 |
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