CN106869159A - Beam and foundation structure of building - Google Patents
Beam and foundation structure of building Download PDFInfo
- Publication number
- CN106869159A CN106869159A CN201710182662.9A CN201710182662A CN106869159A CN 106869159 A CN106869159 A CN 106869159A CN 201710182662 A CN201710182662 A CN 201710182662A CN 106869159 A CN106869159 A CN 106869159A
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- China
- Prior art keywords
- built
- fitting
- building
- beam body
- connecting plate
- 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 32
- 238000007493 shaping process Methods 0.000 abstract description 9
- 238000000465 moulding Methods 0.000 abstract description 6
- 238000009434 installation Methods 0.000 abstract description 5
- 238000003466 welding Methods 0.000 description 5
- 238000005516 engineering process Methods 0.000 description 4
- 238000010276 construction Methods 0.000 description 2
- 230000000694 effects Effects 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
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000000295 complement effect Effects 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 230000003993 interaction Effects 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
Abstract
Building field of the present invention, a kind of beam and foundation structure of building are disclosed, the beam includes at least one beam body (30), and beam body is prefabricated component, the first built-in fitting (40) is provided with the end of each beam body, the end of the first built-in fitting exposes to the end face of beam body.Beam body is set to prefabricated component by the present invention, compared with the technique of existing cast-in-place shaping beam, simplify the moulding process of beam, improve the shaping speed of beam, and the present invention also sets built-in fitting in the end of beam body, to facilitate between multiple beam body ends and beam body end and the installation between post or column foundation, 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 beam 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, slow down the negative interaction of differential settlement.
In the prior art, beam is generally 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 beam is more long, because
And causing that the Joining Technology between Liang Yuzhu is cumbersome, influence forms the overall progress of foundation structure of building.
The content of the invention
It is the simple structure of the beam, with low cost and can it is an object of the invention to provide a kind of beam and foundation structure of building
It is quick to form foundation structure of building, shorten and simplified time and the technical process for forming foundation structure of building.
To achieve these goals, according to an aspect of the present invention, there is provided Yi Zhongliang, the beam includes at least one beam sheet
Body, the beam body is prefabricated component, and the first built-in fitting, the end of first built-in fitting are provided with the end of each beam body
Portion exposes to the end face of the beam body.
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 end of the beam body, and first connecting plate exposes to the end of the beam body
Face.
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 top surface of the beam body is provided with the mounting groove for installing wallboard.
Preferably, the beam includes multiple beam bodies, and the end of multiple beam bodies is oppositely arranged successively, and many
It is fixedly connected between first built-in fitting of the relative end of the individual beam body.
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 column base
Plinth and above-mentioned beam, the column foundation include pile foundation and the second built-in fitting being fixed in the pile foundation, second built-in fitting
Top surface expose to the pile foundation, the end of first built-in fitting is fixedly connected on the top surface of second built-in fitting.
Preferably, the foundation structure of building includes cushion block, and the cushion block is arranged on described the of multiple beam bodies
The lower section of the junction of one built-in fitting, and the top surface of the cushion block fits in the bottom surface of the beam body.
Preferably, the top surface of second built-in fitting is connected with support column, and the end face of first built-in fitting is fixedly connected
In the side of the support column.
Preferably, first built-in fitting, second built-in fitting and the support column are metalwork, the support column
The top surface of second built-in fitting is welded in, the end face of first built-in fitting is welded in the side of the support column.
By above-mentioned technical proposal, beam body is set to prefabricated component by the present invention, the technique with existing cast-in-place shaping beam
Compare, simplify the moulding process of beam, improve the shaping speed of beam, and the present invention also sets pre-buried in the end of beam body
Part, to facilitate between multiple beam body ends and beam body end and the installation between post or column foundation, improve assembling
Efficiency, so as to shorten and simplify the time and technical process to form foundation structure of building.
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 side view of the beam of preferred embodiment of the invention；
Fig. 2 is the partial enlarged drawing of Fig. 1；
Fig. 3 is the top view of the beam of preferred embodiment of the invention；
Fig. 4 is the partial enlarged drawing of Fig. 3；
Fig. 5 is a kind of top view of the first built-in fitting of implementation method of the invention；
Fig. 6 is the side view of the first built-in fitting of another embodiment of the invention；
Fig. 7 is the top view of the foundation structure of building of preferred embodiment of the invention；
Fig. 8 is the side view of the foundation structure of building of preferred embodiment of the invention；
Fig. 9 is the top view of the column foundation of preferred embodiment of the invention；
Figure 10 is the sectional view of the column foundation of preferred embodiment of the invention；
Figure 11 is the top view of the second built-in fitting of preferred embodiment of the invention；
Figure 12 is the side view of the second built-in fitting of preferred embodiment of the invention；
Figure 13 is the stereogram of the foundation structure of building of the first implementation method of the invention；
Figure 14 is the top view of the foundation structure of building of the first implementation method of the invention；
Figure 15 is the stereogram of the foundation structure of building of second implementation method of the invention；
Figure 16 is the top view of the foundation structure of building of second implementation method of the invention；
Figure 17 is the stereogram of the foundation structure of building of the third implementation method of the invention；
Figure 18 is the top view of the foundation structure of building of the third implementation method of the invention；
Figure 19 is the stereogram of the foundation structure of building of the 4th kind of implementation method of the invention；
Figure 20 is the top view of the foundation structure of building of the 4th kind of implementation method of the invention；
Figure 21 is the stereogram of the foundation structure of building of preferred embodiment of the invention；
Figure 22 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 second
The keeper of 21 second connecting plate 22 second
30 beam bodies
The connecting plate of 40 first built-in fitting 41 first
The connecting hole of 42 first keeper 411
The mounting groove of 50 support column 60
The wall element of 70 cushion block 80
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 to Fig. 4, it is shown that Yi Zhongliang, wherein, the beam includes at least one beam body 30, beam body 30
It is prefabricated component, the first built-in fitting 40 is provided with the end of each beam body 30, the end of the first built-in fitting 40 exposes to beam body
30 end face.Wherein, the first built-in fitting 40 can be diversified forms, such as solid cylinder, the solid body of rod, hollow out cylinder, one end
Cylinder of opening etc..As long as the end of the first built-in fitting 40 exposes to the end face of beam body 30 so that the end of the first built-in fitting 40
Portion can be fixedly connected with miscellaneous part.
In the prior art, beam is generally 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 beam is more long, because
And causing that the Joining Technology between Liang Yuzhu is cumbersome, influence forms the overall progress of foundation structure of building.
Beam body 30 is set to prefabricated component by the present invention, compared with the technique of existing cast-in-place shaping beam, simplifies beam
Moulding process, improves the shaping speed of beam, and the present invention also sets the first built-in fitting 40 in the end of beam body 30, with side
Just between multiple ends of beam body 30 and beam body 30 end and the installation between post or column foundation, improve assembling effect
Rate, so as to shorten and simplify the time and technical process to form foundation structure of building.
Preferably, in one embodiment of the invention, the first built-in fitting 40 includes the first connecting plate 41 and with first
First keeper 42 of the connection of connecting plate 41, the first keeper 42 is fixed in the end of beam body 30, outside the first connecting plate 41
It is exposed to the end face of beam body 30.Wherein the first connecting plate 41 is used to be fixedly connected with miscellaneous part, and it is fixed that the first keeper 42 is used for
The first connecting plate 41 of position.Specifically, in precast beam body 30, the first built-in fitting 40 is previously positioned at the end of beam body 30
Portion so that in the prefabricated beam body 30 for finishing, the first keeper 42 is arranged in the end of beam body 30, outside the first connecting plate 41
It is exposed to the end of beam body 30.Wherein, the first keeper 42 can have any shape, hollowed-out board or cylinder, shaft-like etc..
The connected mode of the first connecting plate 41 and the first keeper 42 can also be various.First connecting plate 41 and first is fixed
Position part 42 can be fixedly connected, i.e., the conventional mode being fixedly connected, for example weld, be bonded etc..In one kind of the invention
In implementation method, referring to Fig. 6, wherein the first connecting plate 41 for showing and the first keeper 42 are welded.Preferably, the first connecting plate
41 and first keeper 42 angle welding highly be not less than 6mm, it is preferable that the fillet welding of the first connecting plate 41 and the first keeper 42
Seam height is 6mm.Wherein, angle welding is highly to form isosceles right triangle between the first connecting plate 41 and the first keeper 42
Weld seam, and the isosceles right triangle summit to hypotenuse height.Or first connecting plate 41 and the first keeper 42 be
It is integrally formed part.That is the first connecting plate 41 and the first keeper 42 are formed simultaneously, to ensure the first connecting plate 41 and the first positioning
Bonding strength between part 42.
In addition, the first connecting plate 41 and the first keeper 42 can be with detachably connected.I.e. conventional is detachable
Connected mode, for example, clamping, grafting etc..In another embodiment of the invention, referring to Fig. 5, which show
First connecting plate 41 includes multiple connecting holes 411, and the first keeper 42 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 411.Again for example, the connecting hole 411 of the first connecting plate 41 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 42 of plate 41 and first.Wherein, particularly preferably, the first keeper 42 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 42.
For the ease of the carrying and transport of prefabricated beam body 30, it is preferable that beam body 30 is provided with multiple holes for hoist.
As shown in Figures 1 to 4, beam of the invention can also include multiple beam bodies 30, the end of multiple beam bodies 30
It is oppositely arranged successively, and the first built-in fitting 40 of the relative end of multiple beam bodies 30 is fixedly connected.The present invention sets beam
Including multiple beam bodies 30, i.e. as shown in Figures 1 to 4, beam is set to multistage form, enabling avoid forming size
The situation that (i.e. length and/or height) larger beam strength not enough or is easily collapsed.Additionally, the present invention is by beam body 30
End sets the first built-in fitting 40, to facilitate the connection between multiple ends of beam body 30.It is integrally formed with of the prior art
Beam or the beam that is molded of section cast-in-place mode compare, the structure of beam of the invention improves efficiency of assembling, so as to shorten and simplify
The formation time of beam and technical process.
Additionally, referring to Fig. 7 to Figure 22, it is shown that a kind of foundation structure of building that the present invention is provided, the building foundation knot
Structure includes beam column basis and the beam that is provided of the invention described above, and the column foundation includes pile foundation 10 and be fixed in pile foundation 10 the
Two built-in fittings 20, the top surface of the second built-in fitting 20 exposes to pile foundation 10, and it is pre- that the end of the first built-in fitting 40 is fixedly connected on second
On the top surface of embedded part 20.
Beam body 30 is set to prefabricated component by the present invention so that the shaping speed of beam is improve, while the present invention is also in beam
The end of body 30 sets the first built-in fitting 40, to facilitate between multiple ends of beam body 30 and beam body 30 end and post
Installation between basis, improves efficiency of assembling, so as to shorten and simplify the time and technical process to form foundation structure of building.
Wherein it is preferred to, the structure of the second built-in fitting 20 can be identical with the structure of the first built-in fitting 40.That is, referring to figure
11 and Figure 12, the second built-in fitting 20 includes the second connecting plate 21 and the second keeper 22 being connected with the second connecting plate 21, described
Second keeper 22 is fixed in pile foundation 10, and the top surface of at least the second connecting plate 21 exposes to pile foundation 10.Certainly, the second built-in fitting
20 the second connecting plate 21 can also include multiple connecting holes 211.The end sides of the first built-in fitting 40 are fixedly connected on second
On the top surface of connecting plate 21.It is first pre- to facilitate it is particularly preferred that the top surface of the second connecting plate 21 is flushed with the top surface of pile foundation 10
The connection of embedded part 40, while also causing that the outward appearance of column foundation is more attractive in appearance, succinct.
In a preferred embodiment of the invention, column foundation is also configured as prefabricated component, i.e., foundation structure of building of the invention
Column foundation and beam be prefabricated component.Compared with the technique of existing cast-in-place shaping, this invention simplifies moulding process, improve
Shaping speed.And column foundation of the invention also includes the second built-in fitting 20, to facilitate the connection between column foundation and beam to install,
Efficiency of assembling is improve, so as to shorten and simplify the time and technical process to form foundation structure of building.
Because beam of the invention includes multiple beam bodies 30, it is therefore preferred that foundation structure of building of the invention is also
Including cushion block 70, the cushion block 70 is arranged on the lower section of the junction of the first built-in fitting 40 of multiple beam bodies 30, and cushion block 70
Top surface fits in the bottom surface of beam body 30.Cushion block 70 is used for the junction of the first built-in fitting 40 for supporting multiple beam bodies 30, with
Prevent the junction of the first built-in fitting 40 of multiple beam bodies 30 from disconnecting.It is particularly preferred that the top surface of cushion block 70 is pre-buried with first
The top surface of part 20 is substantially flush.
In a preferred embodiment of the invention, the top surface of the second built-in fitting 20 is connected with support column 50, the first built-in fitting
40 end face is fixedly connected on the side of support column 50.In a preferred embodiment of the invention, the cross section of support column 50 is
Rectangle.The end face laminating of the first built-in fitting 40 is fixed on the side of the support column 50 that cross section is rectangle.
Referring to Figure 13 to Figure 20, it is shown that four kinds of implementation methods of foundation structure of building of the invention.Referring specifically to Figure 13
And Figure 14, wherein, only cross section is to be fixedly connected with beam on adjacent two side of the support column 50 of rectangle.Figure 15 and Tu
In 16, only cross section is to be fixedly connected with beam on relative two side of the support column 50 of rectangle.It is horizontal in Figure 17 and Figure 18
Beam is fixedly connected with adjacent three side of the support column 50 of rectangular cross-section.In Figure 19 and Figure 20, cross section is rectangle
Support column 50 four sides on be fixedly connected with beam.
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 first built-in fitting 40 being fixedly connected with support column 50 forms the connecting side with support column 50
The mutually complementary shape in face.
Connection between first built-in fitting 40, the second built-in fitting 20 and support column 50 for convenience, it is preferable that first is pre-buried
Part 40, the second built-in fitting 20 and support column 50 are metalwork.It is further preferred that support column 50 is welded in the second built-in fitting 20
Top surface, the end face of the first built-in fitting 40 is welded in the side of support column 50.But the invention is not limited in this, the first built-in fitting
40th, the second built-in fitting 20 and support column 50 can also be macromolecular material, and the first built-in fitting 40, the second built-in fitting 20 and branch
Welding method between dagger 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 present invention
The top surface of beam body 30 be provided with mounting groove 60 for installing wallboard.Referring specifically to Figure 21 and Figure 22, multiple wall elements 80
End slip 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 carrying
The engineering time of the buildings such as high factory building, house 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 (11)
1. a kind of beam, it is characterised in that the beam includes at least one beam body (30), and the beam body (30) is prefabricated component,
The first built-in fitting (40) is provided with the end of each beam body (30), the end of first built-in fitting (40) exposes to institute
State the end face of beam body (30).
2. beam according to claim 1, it is characterised in that first built-in fitting (40) including the first connecting plate (41) and
The first keeper (42) being connected with first connecting plate (41), first keeper (42) is fixed on the beam body
(30) in end, first connecting plate (41) exposes to the end face of the beam body (30).
3. beam according to claim 2, it is characterised in that first connecting plate (41) and first keeper (42)
It is fixedly connected, or first connecting plate (41) and first keeper (42) are formed in one part.
4. beam according to claim 2, it is characterised in that first connecting plate (41) and first keeper (42)
It is detachably connected.
5. beam according to claim 4, it is characterised in that first connecting plate (41) includes multiple connecting holes (411),
First keeper (42) includes multiple rod-like elements, and the end of multiple rod-like elements is connected to described in multiple correspondingly
In connecting hole (411).
6. beam according to claim 1, it is characterised in that the top surface of the beam body (30) is provided with for installing wallboard
Mounting groove (60).
7. beam as claimed in any of claims 1 to 6, it is characterised in that the beam includes multiple beam bodies
(30), the end of multiple beam bodies (30) is oppositely arranged successively, and the relative end of multiple beam bodies (30)
It is fixedly connected between first built-in fitting (40).
8. a kind of foundation structure of building, it is characterised in that the foundation structure of building includes beam column basis and according to claim 7
Described beam, the column foundation includes pile foundation (10) and the second built-in fitting (20) for being fixed in the pile foundation (10), described the
The top surface of two built-in fittings (20) exposes to the pile foundation (10), and the end of first built-in fitting (40) is fixedly connected on described
On the top surface of two built-in fittings (20).
9. foundation structure of building according to claim 8, it is characterised in that the foundation structure of building includes cushion block
(70), the cushion block (70) is arranged on the lower section of the junction of first built-in fitting (40) of multiple beam bodies (30),
And the top surface of the cushion block (70) fits in the bottom surface of the beam body (30).
10. foundation structure of building according to claim 8 or claim 9, it is characterised in that the top surface of second built-in fitting (20)
Support column (50) is connected with, the end face of first built-in fitting (40) is fixedly connected on the side of the support column (50).
11. foundation structure of building according to claim 10, it is characterised in that first built-in fitting (40), described
Two built-in fittings (20) and the support column (50) are metalwork, and the support column (50) is welded in second built-in fitting (20)
Top surface, the end face of first built-in fitting (40) is welded in the side of the support column (50).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710182662.9A CN106869159A (en) | 2017-03-24 | 2017-03-24 | Beam and foundation structure of building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710182662.9A CN106869159A (en) | 2017-03-24 | 2017-03-24 | Beam and foundation structure of building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106869159A true CN106869159A (en) | 2017-06-20 |
Family
ID=59172096
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710182662.9A Pending CN106869159A (en) | 2017-03-24 | 2017-03-24 | Beam and foundation structure of building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106869159A (en) |
Citations (5)
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|---|---|---|---|---|
| GB0700939D0 (en) * | 2006-01-18 | 2007-02-28 | Marine Current Turbines Ltd | Gravity foundations for tidal stream turbines |
| 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 | Shape steel fence with turnover and shaping capacity |
| CN205776734U (en) * | 2016-05-15 | 2016-12-07 | 吴从晓 | A kind of assembly concrete connecting structure of beam column nodes |
| CN206784422U (en) * | 2017-03-24 | 2017-12-22 | 北京恒通创新赛木科技股份有限公司 | Beam and foundation structure of building |
-
2017
- 2017-03-24 CN CN201710182662.9A patent/CN106869159A/en active Pending
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB0700939D0 (en) * | 2006-01-18 | 2007-02-28 | Marine Current Turbines Ltd | Gravity foundations for tidal stream turbines |
| 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 | Shape steel fence with turnover and shaping capacity |
| CN205776734U (en) * | 2016-05-15 | 2016-12-07 | 吴从晓 | A kind of assembly concrete connecting structure of beam column nodes |
| CN206784422U (en) * | 2017-03-24 | 2017-12-22 | 北京恒通创新赛木科技股份有限公司 | Beam and foundation structure of building |
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| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20170620 |