CN106836268A - Column foundation and foundation structure of building - Google Patents
Column foundation and foundation structure of building Download PDFInfo
- Publication number
- CN106836268A CN106836268A CN201710182713.8A CN201710182713A CN106836268A CN 106836268 A CN106836268 A CN 106836268A CN 201710182713 A CN201710182713 A CN 201710182713A CN 106836268 A CN106836268 A CN 106836268A
- Authority
- CN
- China
- Prior art keywords
- foundation
- column
- connecting plate
- building
- fitting
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- 238000000034 method Methods 0.000 abstract description 31
- 238000007493 shaping process Methods 0.000 abstract description 10
- 238000000465 moulding Methods 0.000 abstract description 7
- 238000003466 welding Methods 0.000 description 5
- 238000005516 engineering process Methods 0.000 description 3
- 230000008901 benefit Effects 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000001788 irregular Effects 0.000 description 1
- 238000010030 laminating Methods 0.000 description 1
- 230000013011 mating Effects 0.000 description 1
Classifications
-
- 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
- E04B1/0007—Base structures; Cellars
Landscapes
- 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)
- Joining Of Building Structures In Genera (AREA)
Abstract
The present invention relates to building field, disclose a kind of column foundation and foundation structure of building, the column foundation is prefabricated component, and the column foundation includes pile foundation (10) and the first built-in fitting (20) being fixed in pile foundation, and the top surface of the first built-in fitting exposes to pile foundation (10).Column foundation is set to prefabricated component by the present invention, compared with the technique of existing cast-in-place shaping column foundation, simplify the moulding process of column foundation, improve the shaping speed of column foundation, and column foundation of the invention also includes built-in fitting, to facilitate the connection between column foundation and beam, post to install, efficiency of assembling is improve, so as to shorten and simplify the time and technical process to form foundation structure of building.
Description
Technical field
The present invention relates to building field, in particular it relates to a kind of column foundation and foundation structure of building.
Background technology
In the building structure such as factory building, house, typically all using post as main supporting member, beam then primarily serves pillar
Between the effect that links, basis is formed relatively stable structure.
In order to ensure the stability of post, on the basis of the end of normal conditions lower prop is connected to.In the prior art, column foundation
Formed by the way of cast-in-place.That is, cast-in-place is exactly, by rigging at the scene, then to carry out pouring for concrete.Due to existing
Pour construction technology relative complex, speed is slow so that the molding time of column foundation is more long, thus extends between post and column foundation
Connection time, influence forms the overall progress of foundation structure of building.
The content of the invention
It is an object of the invention to provide a kind of column foundation and foundation structure of building, the simple structure of the column foundation, low cost
It is honest and clean and firm support and positioning action can be played, shorten and simplification forms time and the technical process of foundation structure of building.
To achieve these goals, according to an aspect of the present invention, there is provided a kind of column foundation, the column foundation is prefabricated
Part, the column foundation includes pile foundation and the first built-in fitting being fixed in the pile foundation, and the top surface of first built-in fitting exposes
In the pile foundation.
Preferably, first built-in fitting includes the first connecting plate and the first positioning being connected with first connecting plate
Part, first keeper is fixed in the pile foundation, and the top surface of at least described first connecting plate exposes to the pile foundation.
Preferably, the top surface of first connecting plate is flushed with the top surface of the pile foundation.
Preferably, first connecting plate is fixedly connected with first keeper, or first connecting plate and institute
The first keeper is stated to be formed in one part.
Preferably, first connecting plate and first keeper are detachably connected.
Preferably, first connecting plate includes multiple connecting holes, and first keeper includes multiple rod-like elements, multiple
The end of the rod-like element is connected in multiple connecting holes correspondingly.
Preferably, the length that first keeper stretches into the pile foundation is to three/2nd point of the pile foundation height
Two.
Additionally, according to another aspect of the present invention, there is provided a kind of foundation structure of building, the foundation structure of building includes
Beam and above-mentioned column foundation, the end of the beam are fixedly connected on the top surface of first built-in fitting.
Preferably, the top surface of first connecting plate is connected with support column, and the end face of the beam is fixedly connected on the branch
The side of dagger.
Preferably, the top surface of the beam is provided with the mounting groove for installing wallboard.
By above-mentioned technical proposal, column foundation is set to prefabricated component by the present invention, with existing cast-in-place shaping column foundation
Technique is compared, and simplifies the moulding process of column foundation, improves the shaping speed of column foundation, and column foundation of the invention is also wrapped
Built-in fitting is included, to facilitate the connection between column foundation and beam, post to install, efficiency of assembling is improve, so as to shorten and simplify formation
The time of foundation structure of building and technical process.
Other features and advantages of the present invention will be described in detail in subsequent specific embodiment part.
Brief description of the drawings
Accompanying drawing is, for providing a further understanding of the present invention, and to constitute the part of specification, with following tool
Body implementation method is used to explain the present invention together, but is not construed as limiting the invention.In the accompanying drawings：
Fig. 1 is the top view of the column foundation of preferred embodiment of the invention；
Fig. 2 is the sectional view of the column foundation of preferred embodiment of the invention；
Fig. 3 is a kind of top view of the first built-in fitting of implementation method of the invention；
Fig. 4 is the side view of the first built-in fitting of another embodiment of the invention；
Fig. 5 is the top view of the foundation structure of building of preferred embodiment of the invention；
Fig. 6 is the side view of the foundation structure of building of preferred embodiment of the invention；
Fig. 7 is the stereogram of the foundation structure of building of the first implementation method of the invention；
Fig. 8 is the top view of the foundation structure of building of the first implementation method of the invention；
Fig. 9 is the stereogram of the foundation structure of building of second implementation method of the invention；
Figure 10 is the top view of the foundation structure of building of second implementation method of the invention；
Figure 11 is the stereogram of the foundation structure of building of the third implementation method of the invention；
Figure 12 is the top view of the foundation structure of building of the third implementation method of the invention；
Figure 13 is the stereogram of the foundation structure of building of the 4th kind of implementation method of the invention；
Figure 14 is the top view of the foundation structure of building of the 4th kind of implementation method of the invention；
Figure 15 is the stereogram of the foundation structure of building of preferred embodiment of the invention；
Figure 16 is the stereogram of the foundation structure of building of preferred embodiment of the invention.
Description of reference numerals
The built-in fitting of 10 pile foundation 20 first
The keeper of 21 first connecting plate 22 first
The beam body of 211 connecting hole 30
The connecting plate of 40 second built-in fitting 41 second
The support column of 42 second keeper 50
The cushion block of 60 mounting groove 70
80 wall elements
Specific embodiment
Specific embodiment of the invention is described in detail below in conjunction with accompanying drawing.It should be appreciated that this place is retouched
The specific embodiment stated is merely to illustrate and explain the present invention, and is not intended to limit the invention.
In the present invention, in the case where opposite explanation is not made, the noun of locality for using is typically pin such as " upper and lower, top, bottom "
It is for direction shown in the drawings or for each part mutual alignment relation on vertical, vertical or gravity direction
Description word.
According to Fig. 1 and Fig. 2, it is shown that a kind of column foundation, the column foundation is prefabricated component, and column foundation includes pile foundation 10
With the first built-in fitting 20 being fixed in pile foundation 10, the top surface of the first built-in fitting 20 exposes to pile foundation 10.Wherein, the first built-in fitting
10 can be diversified forms, such as solid cylinder, the solid body of rod, hollow out cylinder, cylinder of one end open etc..As long as first is pre-buried
The top surface of part 10 exposes to pile foundation 10 so that the top surface of the first built-in fitting 10 can be fixedly connected with miscellaneous part.
In the prior art, column foundation is formed by the way of cast-in-place.That is, cast-in-place is exactly to pass through rigging at the scene,
Then pouring for concrete is carried out.Because cast-in-place construction technique is relative complex, speed is slow so that the molding time of column foundation compared with
It is long, thus the time being connected between post and column foundation is extended, influence forms the overall progress of foundation structure of building.
Column foundation is set to prefabricated component by the present invention, compared with the technique of existing cast-in-place shaping column foundation, simplifies post
The moulding process on basis, improves the shaping speed of column foundation, and column foundation of the invention also includes the first built-in fitting 20, with
Facilitate the connection between column foundation and beam, post to install, improve efficiency of assembling, so as to shorten and simplify to form foundation structure of building
Time and technical process.
Preferably, in one embodiment of the invention, the first built-in fitting 20 includes the first connecting plate 21 and with first
First keeper 22 of the connection of connecting plate 21, first keeper 22 is fixed in pile foundation 10, at least the first connecting plate 21
Top surface exposes to pile foundation 10.Wherein the first connecting plate 21 is used to be fixedly connected with miscellaneous part, and the first keeper 22 is used to position
First connecting plate 21.Specifically, in prefabricated column foundation, the first built-in fitting 20 is previously positioned at the top of pile foundation 10 so that
In the prefabricated column foundation for finishing, the first keeper 22 is arranged in the top of pile foundation 10, and the top surface of the first connecting plate 21 is exposed to
The top surface of pile foundation 10.Wherein, the first keeper 22 can have any shape, hollowed-out board or cylinder, shaft-like etc..
Certainly, the first connecting plate 21 can all expose to the top surface of pile foundation 10, but further to prevent the first built-in fitting
20 are removed by pile foundation 10, it is preferable that the top surface of the first connecting plate 21 is flushed with the top surface of pile foundation 10.Column foundation is also caused simultaneously
Outward appearance it is more attractive in appearance, succinct.
The connected mode of the first connecting plate 21 and the first keeper 22 can also be various.First connecting plate 21 and first is fixed
Position part 22 is fixedly connected, i.e., the conventional mode being fixedly connected, for example weld, be bonded etc..In a kind of implementation of the invention
In mode, referring to Fig. 4, wherein the first connecting plate 21 for showing and the first keeper 22 are welded.Preferably, the He of the first connecting plate 21
The angle welding of the first keeper 22 is highly not less than 6mm, it is preferable that the angle welding of the first connecting plate 21 and the first keeper 22 is high
It is 6mm to spend.Wherein, angle welding is highly the weldering of formation isosceles right triangle between the first connecting plate 21 and the first keeper 22
Seam, and the isosceles right triangle summit to hypotenuse height.Or first connecting plate 21 and the first keeper 22 be integrated
Profiled member.That is the first connecting plate 21 and the first keeper 22 are formed simultaneously, to ensure the first connecting plate 21 and the first keeper 22
Between bonding strength.
In addition, the first connecting plate 21 and the first keeper 22 can also be detachably connected.I.e. conventional is detachable
Connected mode, for example, clamping, grafting etc..In another embodiment of the invention, referring to Fig. 3, which show
First connecting plate 21 includes multiple connecting holes 211, and the first keeper 22 includes multiple rod-like elements, and the end of multiple rod-like elements is one by one
It is connected correspondingly in multiple connecting holes 211.Again for example, the connecting hole 211 of the first connecting plate 21 can be with internal thread
Screwed hole, the end of rod-like element is, with the external screw thread being engaged with the internal thread, to be connected by screw thread mating connection first
The keeper 22 of plate 21 and first.Wherein, particularly preferably, the first keeper 22 can be curvilinear rod or tool with multiple bendings
There is the part of irregular shape, enabling further increase the positioning action of the first keeper 22.
In order to strengthen the positioning action of the first keeper 22, it is preferable that the first keeper 22 stretches into the length of the pile foundation 10
Spend is 2nd/1st to three/2nd of the height of pile foundation 10.So that the first keeper 22 will not be removed from pile foundation 10 easily.
Additionally, referring to Fig. 5 to Figure 16, it is shown that a kind of foundation structure of building that the present invention is provided, the building foundation knot
Structure includes beam and column foundation provided by the present invention, and the end of the beam is fixedly connected on the top surface of the first built-in fitting 20.
Column foundation is set to prefabricated component by the present invention, compared with the technique of existing cast-in-place shaping column foundation, simplifies post
The moulding process on basis, improves the shaping speed of column foundation, and column foundation of the invention also includes the first built-in fitting 20, with
Facilitate the connection between column foundation and beam, post to install, improve efficiency of assembling, so as to shorten and simplify to form foundation structure of building
Time and technical process.
In a preferred embodiment of the invention, beam is also configured as prefabricated component, i.e., the post of foundation structure of building of the invention
Basis and beam are prefabricated component.Compared with the technique of existing cast-in-place shaping, this invention simplifies moulding process, shaping is improve
Speed.
Wherein, it is further preferred that the top surface of the first connecting plate 21 is connected with support column 50, the end face of beam is fixedly connected on branch
The side of dagger 50.In a preferred embodiment of the invention, the cross section of support column 50 is rectangle.The end face laminating of the beam
It is fixed on the side of the support column 50 that cross section is rectangle, the side (bottom surface when i.e. beam is installed) of the beam is fixedly connected on
On the top surface of the first built-in fitting 20.
Referring to Fig. 7 to Figure 14, it is shown that four kinds of implementation methods of foundation structure of building of the invention.Referring specifically to Fig. 7 and
Fig. 8, wherein, only cross section is to be fixedly connected with beam on adjacent two side of the support column 50 of rectangle.Fig. 9 and Figure 10
In, only cross section is to be fixedly connected with beam on relative two side of the support column 50 of rectangle.It is transversal in Figure 11 and Figure 12
Face is to be fixedly connected with beam on adjacent three side of the support column 50 of rectangle.In Figure 13 and Figure 14, cross section is rectangle
Beam has been fixedly connected with four sides of support column 50.
But the invention is not limited in this, the cross section of support column 50 can also be various shapes, for example, circular, oval
Shape, triangle etc..As long as the end face of the beam being fixedly connected with support column 50 forms mutual with the connection side of support column 50
The shape of benefit.
In a preferred embodiment of the invention, beam of the invention also include the second built-in fitting 40, with facilitate column foundation with
Connection between beam is installed, and efficiency of assembling is improve, so as to shorten and simplify the time to form foundation structure of building and technique mistake
Journey.Wherein it is preferred to, the structure of the second built-in fitting 40 can be identical with the structure of the first built-in fitting 40.That is, referring to Figure 11 and Tu
12, the second built-in fitting 40 includes the second connecting plate 41 and the second keeper 42 being connected with the second connecting plate 41, the second keeper
42 are fixed in the end of beam, and the second connecting plate 41 exposes to the end of beam.The end sides of the second built-in fitting 40 are fixedly connected
In on the top surface of the first connecting plate 21.
Preferably, connection for convenience between the first built-in fitting 20, the second built-in fitting 40 and support column 50, it is preferable that
First built-in fitting 20, the second built-in fitting 40 and support column 50 are metalwork.It is further preferred that support column 50 to be welded in first pre-
The top surface of embedded part 20, the end face of the second built-in fitting 40 is welded in the side of support column 50.But the invention is not limited in this, first
Built-in fitting 20, the second built-in fitting 40 and support column 50 can also be macromolecular material, and the first built-in fitting 20, the second built-in fitting
Welding method between 40 and support column 50 by macromolecular material is connected, such as laser welding etc..
Foundation structure of building of the invention is applied in the building field in factory building, house etc., therefore, especially, the top of beam
Face is provided with the mounting groove 60 for installing wallboard.Referring specifically to Figure 15 and Figure 16, the end of multiple wall elements 80 is slipped into successively
In the mounting groove 60 of the top surface of beam body 30, to realize quick assembling and the installation of wall element, while improve factory building, house etc.
The engineering time of building and efficiency.
The preferred embodiment of the present invention is described in detail above in association with accompanying drawing, but, the present invention is not limited to above-mentioned reality
The detail in mode is applied, in range of the technology design of the invention, various letters can be carried out to technical scheme
Monotropic type, these simple variants belong to protection scope of the present invention.
It is further to note that each particular technique feature described in above-mentioned specific embodiment, in not lance
In the case of shield, can be combined by any suitable means.In order to avoid unnecessary repetition, the present invention to it is various can
The combination of energy is no longer separately illustrated.
Additionally, can also be combined between a variety of implementation methods of the invention, as long as it is without prejudice to originally
The thought of invention, it should equally be considered as content disclosed in this invention.
Claims (10)
1. a kind of column foundation, it is characterised in that the column foundation is prefabricated component, the column foundation includes pile foundation (10) and is fixed on
The first built-in fitting (20) in the pile foundation (10), the top surface of first built-in fitting (20) exposes to the pile foundation (10).
2. column foundation according to claim 1, it is characterised in that first built-in fitting (20) includes the first connecting plate
(21) the first keeper (22) and with first connecting plate (21) being connected, first keeper (22) is fixed on the stake
In base (10), the top surface of at least described first connecting plate (21) exposes to the pile foundation (10).
3. column foundation according to claim 2, it is characterised in that the top surface and the pile foundation of first connecting plate (21)
(10) top surface is flushed.
4. column foundation according to claim 2, it is characterised in that first connecting plate (21) and first keeper
(22) it is fixedly connected, or first connecting plate (21) and first keeper (22) are formed in one part.
5. column foundation according to claim 2, it is characterised in that first connecting plate (21) and first keeper
(22) it is detachably connected.
6. column foundation according to claim 5, it is characterised in that first connecting plate (21) includes multiple connecting holes
(211), first keeper (22) includes multiple rod-like elements, and the end of multiple rod-like elements is connected to many correspondingly
In the individual connecting hole (211).
7. column foundation according to claim 6, it is characterised in that first keeper (22) stretches into the pile foundation (10)
Length for the pile foundation (10) height 2/1sts to three/2nd.
8. a kind of foundation structure of building, it is characterised in that the foundation structure of building includes beam and according in claim 2 to 7
Column foundation described in any one, the end of the beam is fixedly connected on the top surface of first built-in fitting (20).
9. foundation structure of building according to claim 8, it is characterised in that the top surface connection of first connecting plate (21)
There is support column (50), the end face of the beam is fixedly connected on the side of the support column (50).
10. foundation structure of building according to claim 8, it is characterised in that the top surface of the beam is provided with for installing wall
The mounting groove (60) of plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710182713.8A CN106836268A (en) | 2017-03-24 | 2017-03-24 | Column foundation and foundation structure of building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710182713.8A CN106836268A (en) | 2017-03-24 | 2017-03-24 | Column foundation and foundation structure of building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106836268A true CN106836268A (en) | 2017-06-13 |
Family
ID=59130931
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710182713.8A Pending CN106836268A (en) | 2017-03-24 | 2017-03-24 | Column foundation and foundation structure of building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106836268A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108222284A (en) * | 2018-03-19 | 2018-06-29 | 北京工业大学 | Assembly concrete-filled steel tube column-isolated footing-concrete collar tie beam linear type connecting node |
| CN108265823A (en) * | 2018-03-19 | 2018-07-10 | 北京工业大学 | Assembly concrete-filled steel tube column-isolated footing-concrete collar tie beam L-shaped connecting node |
| CN108301562A (en) * | 2018-03-19 | 2018-07-20 | 北京工业大学 | Assembly concrete-filled steel tube column-isolated footing-concrete collar tie beam cross connecting node |
| CN108589930A (en) * | 2018-03-19 | 2018-09-28 | 北京工业大学 | Assembly concrete-filled steel tube column-isolated footing-concrete collar tie beam T shape connecting nodes |
| CN112195961A (en) * | 2020-09-29 | 2021-01-08 | 中国建筑一局(集团)有限公司 | Supporting foundation conversion structure in limited space and construction method |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102493603A (en) * | 2011-12-30 | 2012-06-13 | 王夏静 | Prefabricated column of reserved concealed column channel, concealed column type complete assembled earthquake-resistant building and its method |
| CN203559628U (en) * | 2013-10-29 | 2014-04-23 | 中建一局集团第三建筑有限公司 | Can have enough to meet need design shaped steel and enclose fender |
| WO2016132166A1 (en) * | 2015-02-20 | 2016-08-25 | Soletanche Freyssinet | Method of building a foundation comprising a steel monopile and a concrete part and associated foundation for construction work |
| CN206667282U (en) * | 2017-03-24 | 2017-11-24 | 北京恒通创新赛木科技股份有限公司 | Column foundation and foundation structure of building |
-
2017
- 2017-03-24 CN CN201710182713.8A patent/CN106836268A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102493603A (en) * | 2011-12-30 | 2012-06-13 | 王夏静 | Prefabricated column of reserved concealed column channel, concealed column type complete assembled earthquake-resistant building and its method |
| CN203559628U (en) * | 2013-10-29 | 2014-04-23 | 中建一局集团第三建筑有限公司 | Can have enough to meet need design shaped steel and enclose fender |
| WO2016132166A1 (en) * | 2015-02-20 | 2016-08-25 | Soletanche Freyssinet | Method of building a foundation comprising a steel monopile and a concrete part and associated foundation for construction work |
| CN206667282U (en) * | 2017-03-24 | 2017-11-24 | 北京恒通创新赛木科技股份有限公司 | Column foundation and foundation structure of building |
Non-Patent Citations (2)
| Title |
|---|
| 刘大海等: "《厂房抗震设计》", 31 July 1997, 中国建筑工业出版社 * |
| 郑廷银主编: "《钢结构设计》", 31 August 2013, 重庆大学出版社 * |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108222284A (en) * | 2018-03-19 | 2018-06-29 | 北京工业大学 | Assembly concrete-filled steel tube column-isolated footing-concrete collar tie beam linear type connecting node |
| CN108265823A (en) * | 2018-03-19 | 2018-07-10 | 北京工业大学 | Assembly concrete-filled steel tube column-isolated footing-concrete collar tie beam L-shaped connecting node |
| CN108301562A (en) * | 2018-03-19 | 2018-07-20 | 北京工业大学 | Assembly concrete-filled steel tube column-isolated footing-concrete collar tie beam cross connecting node |
| CN108589930A (en) * | 2018-03-19 | 2018-09-28 | 北京工业大学 | Assembly concrete-filled steel tube column-isolated footing-concrete collar tie beam T shape connecting nodes |
| CN112195961A (en) * | 2020-09-29 | 2021-01-08 | 中国建筑一局(集团)有限公司 | Supporting foundation conversion structure in limited space and construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106836268A (en) | Column foundation and foundation structure of building | |
| KR101713862B1 (en) | the rigid connection structure between precast concrete column and precast concrete beam using the temporary bracket installing precast concrete column, the modular system using the same | |
| KR20100018378A (en) | Member supported post for construction work | |
| JP2013100673A (en) | Structure and method for fixing steel pipe pile and column of structure | |
| CN106437033A (en) | Embedded column footing of steel tube concrete column | |
| KR101569882B1 (en) | Precast pier construction method with enlarged base block | |
| CN206667282U (en) | Column foundation and foundation structure of building | |
| CN109514019A (en) | A kind of column welding method based on interior lining panel | |
| JP2008274570A (en) | Precast concrete column, and method for joining precast concrete column and precast concrete beam together | |
| CN206784422U (en) | Beam and foundation structure of building | |
| CN101875163A (en) | Assembling and welding jig frame used for bracket of bridge fabrication machine and method for fabricating bracket by using same | |
| CN106869159A (en) | Beam and foundation structure of building | |
| KR20090000651U (en) | Base plate for street facilities | |
| CN215858706U (en) | Connecting structure of prefabricated balcony and railing | |
| CN201744814U (en) | Assembly welding tire frame for brackets of bridge fabrication machines | |
| JP3731975B2 (en) | Method and apparatus for positioning a steel pipe column when installing a plug-in type steel pipe column | |
| KR20170044242A (en) | the rigid connection structure between precast concrete column and precast concrete beam using the permanent bracket installing precast concrete column | |
| JPH06220917A (en) | Frame structure of building | |
| CN210032087U (en) | Beam column rigid connection node of cooling tower water spraying framework | |
| CN220550450U (en) | Railing structure for bridge | |
| JP4383184B2 (en) | Method of joining column member joints | |
| KR102262169B1 (en) | A pillar assembly of movable HANOK structure | |
| CN213741179U (en) | Pile foundation structure of vertical supporting beam | |
| JPH06306955A (en) | Column connector of unit structure for building and connecting structure of column using this connector | |
| JPH01154952A (en) | Support structure of handrail strut |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20170613 |
|
| RJ01 | Rejection of invention patent application after publication |