CN218713931U - A antidetonation node supporting structure for structural engineering - Google Patents
A antidetonation node supporting structure for structural engineering Download PDFInfo
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- CN218713931U CN218713931U CN202223325707.9U CN202223325707U CN218713931U CN 218713931 U CN218713931 U CN 218713931U CN 202223325707 U CN202223325707 U CN 202223325707U CN 218713931 U CN218713931 U CN 218713931U
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
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Abstract
The utility model provides an anti-seismic node support structure for structural engineering, which comprises a concrete base, a concrete layer, a pre-buried steel body, a connecting steel body and a support wood column body for supporting a house beam; the embedded steel body is embedded in the concrete base platform and comprises a first embedded part and a second embedded part, the first embedded part is cylindrical, a first end of the first embedded part is bent inwards, a second end of the first embedded part is vertically arranged on the bottom surface of the second embedded part, the connecting steel body penetrates through the supporting wood column body, and the bottom end of the connecting steel body is vertically arranged on the top surface of the second embedded part; and the concrete layer is filled between the top surface of the second embedded part and the bottom surface of the support wooden column body. A antidetonation node supporting structure for structural engineering has realized the effect: the anti-seismic support structure not only accords with the integral building style, but also can improve the anti-seismic support performance, avoids increasing the matching difficulty of adjacent building components, and prolongs the service life.
Description
Technical Field
The utility model relates to a civil structure engineering technical field especially relates to an antidetonation node supporting structure for structural engineering.
Background
The structural engineering is a secondary subject belonging to a primary subject of civil engineering, and mainly uses a mechanical method to analyze and design a structure and evaluate the service state. The structural engineering research object in the broad sense refers to all artificial structures on the earth surface or in the superficial crust. The narrow-sense structural engineering mainly includes industrial and civil buildings.
The wood structure of extensively adopting is the biggest characteristics of china ancient building, need support the antidetonation through some supports to antidetonation node in structural engineering, but outside building element was located outward to general antidetonation support, increased adjacent building element's the cooperation degree of difficulty, fixed effect is relatively poor moreover, appears rocking the condition easily. In order to meet the architectural style, the added anti-seismic support also needs to be wood, but the wood is easily corroded by termites and the like, so that the service life of the anti-seismic support is short, and the maintenance cost is high.
SUMMERY OF THE UTILITY MODEL
The embodiment of the utility model provides an antidetonation node supporting structure for structural engineering has realized the effect: the integral building style is met, the anti-seismic support performance can be improved, the increase of the matching difficulty of adjacent building components is avoided, and the service life is prolonged.
In order to solve the technical problem, the utility model discloses a realize like this:
the embodiment of the utility model provides an antidetonation node support structure for structural engineering, the antidetonation node support structure for structural engineering includes concrete foundation bed, concrete layer, pre-buried steel body, connecting steel body and support the timber column body that is used for supporting the house crossbeam; the embedded steel body is embedded in the concrete base platform and comprises a first embedded part and a second embedded part, the first embedded part is cylindrical, a first end of the first embedded part is bent inwards, a second end of the first embedded part is vertically arranged on the bottom surface of the second embedded part, the connecting steel body penetrates through the supporting wood column, and the bottom end of the connecting steel body is vertically arranged on the top surface of the second embedded part; and the concrete layer is filled between the top surface of the second embedded part and the bottom surface of the support wooden column body.
The utility model discloses a further set up to: the anti-seismic node support structure for the structural engineering further comprises a stone seat table piece, and Dan Zhoukong is arranged in the stone seat table piece; the support wooden column body comprises a wooden column main body and a wooden column support leg integrally formed with the wooden column main body; the top of connecting the steel body runs through stone shaft hole is in order to connect the post main part, connect the steel shaft hole that the steel body was equipped with, the post stabilizer blade runs through to be located in the steel shaft hole, the top end face butt of stone seat platform spare in the post main part, the bottom face of stone seat platform spare passes through concrete layer connects the concrete foundation platform.
The utility model discloses a further set up to: the wood column supporting legs are in a prism shape, and the steel shaft holes are prismatic holes.
The utility model discloses a further set up to: the concrete layer is also filled between the outer wall surface of the connecting steel body and the inner wall of the Dan Zhoukong.
The utility model discloses a further set up to: the anti-seismic node support structure for the structural engineering further comprises a bedplate main body, wherein the bedplate main body comprises a thick wood bedplate, a bedplate bottom wood purlin and a platform edge wood purlin; the platform bottom wood purlin is laid on the concrete bottom platform, the thick wood platform board is laid on the platform bottom wood purlin, the platform edge wood purlin is laid on the concrete bottom platform along the outer edge of the concrete bottom platform, an L-shaped caulking groove is formed in the upper inner side edge of the platform edge wood purlin, the L-shaped caulking groove is spliced with the thick wood platform board, and the lower inner side edge of the platform edge wood purlin is spliced with the platform bottom wood purlin; the concrete-filled concrete slab is characterized in that a first mounting hole is formed in the bottom wood column of the slab, a second mounting hole communicated with the first mounting hole is formed in the thick wood slab, the concrete layer is filled in the first mounting hole, and the stone seat piece penetrates through the second mounting hole and is arranged on the concrete layer.
The utility model discloses a further set up to: the anti-seismic node support structure for structural engineering further comprises a connecting bolt, and the connecting bolt vertically penetrates through the connecting steel body along the radial direction of the connecting steel body.
The utility model discloses a further set up to: the anti-seismic node support structure for the structural engineering further comprises reinforcing ribs, and the reinforcing ribs are respectively connected with the second embedded part and the connecting steel body.
To sum up, the utility model discloses an antidetonation node supporting structure for structural engineering's beneficial effect does:
compared with the prior art, in the embodiment of the utility model, an anti-seismic node bearing structure for structural engineering is equipped with concrete foundation bed, concrete layer, pre-buried steel body, connects the steel body and supports the wooded column body.
The first embedded part, the second embedded part and the connecting steel body are utilized to increase the connection stability of the support wooden column body and the concrete bottom platform, namely the anti-seismic support performance is improved; the first embedded part is cylindrical, and the first end of the first embedded part is bent inwards, so that the connection area of the first embedded part and the concrete base platform is increased, and the anti-seismic support performance is further improved;
the connecting steel body penetrates through the supporting wood column body, so that the integral building style is met, the anti-seismic supporting performance can be improved, and the increase of the matching difficulty of adjacent building components is avoided;
and finally, the concrete layer is utilized to enhance the connection stability of the second embedded part and the support wooden column body, and the anti-seismic support performance is further improved.
Drawings
Various additional advantages and benefits will become apparent to those of ordinary skill in the art upon reading the following detailed description of the preferred embodiments. The drawings are only for purposes of illustrating the preferred embodiments and are not to be construed as limiting the invention. Also, like reference numerals are used to refer to like parts throughout the drawings. In the drawings:
fig. 1 is a schematic structural view of an anti-seismic node support structure for structural engineering in an embodiment of the present invention.
The structures and their designations in the drawings are:
1. a concrete base; 2. a concrete layer; 3. pre-burying a steel body; 31. a first embedded part; 32. a second embedded part; 4. connecting the steel body; 41. a steel shaft hole; 5. supporting the wooden column; 51. a post body; 52. a wood pillar foot; 6. a stone seat bench component; 61. dan Zhoukong; 7. a platen body; 71. a thick wood platen; 72. wood square column at the bottom of the bedplate; 73. packaging a table edge wood square column; 731. an L-shaped caulking groove; 8. a connecting bolt; 9. and (5) reinforcing ribs.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are some, not all, of the embodiments of the present invention. Based on the embodiments of the present invention, all other embodiments obtained by a person skilled in the art without making creative efforts belong to the protection scope of the present invention.
Referring to fig. 1, an embodiment of the present invention provides an anti-seismic node support structure for structural engineering, where the anti-seismic node support structure for structural engineering includes a concrete foundation 1, a concrete layer 2, a pre-buried steel body 3, a connecting steel body 4, and a support wooden pillar 5 for supporting a house beam; the embedded steel body 3 is embedded in the concrete base 1, the embedded steel body 3 comprises a first embedded part 31 and a second embedded part 32, the first embedded part 31 is cylindrical, a first end of the first embedded part 31 is bent inwards, a second end of the first embedded part 31 is vertically arranged on the bottom surface of the second embedded part 32, the connecting steel body 4 is arranged in the support wood column 5 in a penetrating manner, and the bottom end of the connecting steel body 4 is vertically arranged on the top surface of the second embedded part 32; the concrete layer 2 is filled between the top surface of the second embedded part 32 and the bottom surface of the support wooden column 5.
In a specific embodiment, before the concrete base platform 1 is poured or when the poured concrete base platform 1 is not solidified, the second embedded parts 32 are inserted into the concrete base platform 1, and the cylinder holes of the first embedded parts 31 are also poured with concrete, so that the second embedded parts 32 are completely wrapped by the concrete base platform 1, and the second embedded parts 32 are flatly paved in the concrete base platform 1; the connecting steel body 4 is vertically arranged on the top surface of the second embedded part 32, concrete is poured on the top surface of the second embedded part 32 to form the concrete layer 2, and then the connecting steel body 4 penetrates into the support wooden column body 5, so that the assembly of the support wooden column body 5 and the concrete bottom table 1 is completed.
Therefore, the anti-seismic support performance is improved by increasing the connection stability of the support wooden column 5 and the concrete base 1, the connection area of the first embedded part 31 and the concrete base 1 is increased, the anti-seismic support performance is further improved, and the connection stability of the second embedded part 32 and the support wooden column 5 is enhanced, so that the anti-seismic support performance is further improved; thus the earthquake-resistant node support structure for structural engineering achieves the following effects: the anti-seismic support structure not only accords with the integral building style, but also can improve the anti-seismic support performance, avoids increasing the matching difficulty of adjacent building components, and prolongs the service life.
Further, the first end of the first embedded part 31 is bent inward to form an L-shaped structure.
Referring to fig. 1, the present invention further comprises: the anti-seismic node support structure for the structural engineering further comprises a stone seat platform piece 6, and Dan Zhoukong is arranged in the stone seat platform piece 6; the support wooden pillar 5 comprises a wooden pillar main body 51 and a wooden pillar foot 52 integrally formed with the wooden pillar main body 51; the top end of the connecting steel body 4 penetrates through Dan Zhoukong to be connected with the wood column main body 51, a steel shaft hole 41 is formed in the connecting steel body 4, the wood column supporting feet 52 penetrate through the steel shaft hole 41, the top end face of the stone seat platform piece 6 abuts against the wood column main body 51, and the bottom end face of the stone seat platform piece 6 is connected with the concrete foundation platform 1 through the concrete layer 2.
In the specific embodiment, the wood column support legs 52 are inserted into the steel shaft holes 41, and then the connecting steel bodies 4 are arranged in the stone shaft holes 61 of the stone seat platform piece 6 in a penetrating manner, so that the connection stability of the support wood column bodies 5 and the concrete base platform 1 is further enhanced, and the integral building style can be met.
Referring to fig. 1, the present invention further provides: the wood column support leg 52 is prism-shaped, and the steel shaft hole 41 is a prism-shaped hole.
In the specific embodiment, the matching area of the wood column support leg 52 and the steel shaft hole 41 is increased, and the connection stability of the wood column support leg 52 and the connecting steel body 4 is improved. Further, the wood column support 52 may be a quadrangular prism or a polygonal prism such as a hexagonal prism.
Referring to fig. 1, the present invention further provides: the concrete layer 2 is also filled between the outer wall surface of the connecting steel body 4 and the inner wall of the Dan Zhoukong.
In a specific embodiment, the connection stability of the connection steel body 4 and the stone seat block 6 is increased.
Referring to fig. 1, the present invention further provides: the anti-seismic node support structure for structural engineering further comprises a bedplate main body 7; the bedplate main body 7 comprises a thick wood bedplate 71, a bedplate bottom wood purlin 72 and a platform edge wood purlin 73; the table bottom wood purlin 72 is laid on the concrete bottom table 1, the thick wood table plate 71 is laid on the table bottom wood purlin 72, the table side wood purlin 73 is laid on the concrete bottom table 1 along the outer edge of the concrete bottom table 1, an L-shaped caulking groove 731 is formed in the upper inner side edge of the table side wood purlin 73, the L-shaped caulking groove 731 is spliced with the thick wood table plate 71, and the lower inner side edge of the table side wood purlin 73 is spliced with the table bottom wood purlin 72; the concrete-filled slab is characterized in that a first mounting hole is formed in the bottom wood beam 72 of the slab, a second mounting hole communicated with the first mounting hole is formed in the thick wood slab 71, the concrete layer 2 is filled in the first mounting hole, and the stone seat block piece 6 penetrates through the second mounting hole and is arranged on the concrete layer 2.
In a specific embodiment, the seismic node support structure for structural engineering conforms to the overall architectural style by using the platen body 7, and the thick wood platen 71, the platen bottom wood purlin 72 and the platform edge wood purlin 73 are tightly fitted to each other.
Referring to fig. 1, the present invention further comprises: the anti-seismic node support structure for structural engineering further comprises a connecting bolt 8, and the connecting bolt 8 vertically penetrates through the connecting steel body 4 along the radial direction of the connecting steel body 4.
In the specific embodiment, the connecting bolts 8 are used for improving the connection stability of the connecting steel body 4 and the supporting wooden column 5. Furthermore, on the radial section of the support wooden column 5, more than two connecting bolts 8 are arranged.
Referring to fig. 1, the present invention further comprises: the anti-seismic node support structure for the structural engineering further comprises reinforcing ribs 9, and the reinforcing ribs 9 are respectively connected with the second embedded parts 32 and the connecting steel bodies 4.
In the specific embodiment, the reinforcing ribs 9 are used for improving the connection stability of the second embedded parts 32 and the connecting steel bodies 4.
The embodiments of the present invention have been described with reference to the accompanying drawings, but the present invention is not limited to the above-mentioned embodiments, which are only illustrative and not restrictive, and those skilled in the art can make many forms without departing from the spirit and scope of the present invention.
Claims (6)
1. An anti-seismic node support structure for structural engineering is characterized by comprising a concrete bottom platform, a concrete layer, a pre-buried steel body, a connecting steel body, a support wooden column body for supporting a cross beam of a house and a stone seat platform piece;
the embedded steel body is embedded in the concrete base platform and comprises a first embedded part and a second embedded part, the first embedded part is cylindrical, a first end of the first embedded part is bent inwards, a second end of the first embedded part is vertically arranged on the bottom surface of the second embedded part, the connecting steel body penetrates through the supporting wood column, and the bottom end of the connecting steel body is vertically arranged on the top surface of the second embedded part;
the concrete layer is filled between the top surface of the second embedded part and the bottom surface of the support wooden column body;
dan Zhoukong is arranged in the stone seat platform piece; the support wooden column body comprises a wooden column main body and a wooden column support leg integrally formed with the wooden column main body;
the top of connecting the steel body runs through stone shaft hole is in order to connect the post main part, connect the steel shaft hole that the steel body was equipped with, the post stabilizer blade runs through to be located in the steel shaft hole, the top end face butt of stone seat platform spare in the post main part, the bottom face of stone seat platform spare passes through concrete layer connects the concrete foundation platform.
2. An earthquake-resistant nodal support structure for structural engineering according to claim 1 and wherein said post legs are prismatic and said steel shaft holes are prismatic.
3. An earthquake-resistant joint support structure for structural engineering according to claim 1, wherein the concrete layer is further filled between the outer wall surface of the connecting steel body and the inner wall of Dan Zhoukong.
4. An anti-seismic node brace structure for structural engineering according to claim 1, further comprising a deck body comprising a thick wood deck, a deck bottom wood purlin, and a deck edge wood purlin;
the platform bottom wood purlin is laid on the concrete bottom platform, the thick wood platform board is laid on the platform bottom wood purlin, the platform edge wood purlin is laid on the concrete bottom platform along the outer edge of the concrete bottom platform, an L-shaped caulking groove is formed in the upper inner side edge of the platform edge wood purlin, the L-shaped caulking groove is spliced with the thick wood platform board, and the lower inner side edge of the platform edge wood purlin is spliced with the platform bottom wood purlin;
the concrete-filled concrete slab is characterized in that a first mounting hole is formed in the bottom wood column of the slab, a second mounting hole communicated with the first mounting hole is formed in the thick wood slab, the concrete layer is filled in the first mounting hole, and the stone seat piece penetrates through the second mounting hole and is arranged on the concrete layer.
5. An earthquake-resistant node support structure for structural engineering according to any one of claims 1 to 4, further comprising a connecting bolt vertically penetrating the connecting steel body in a radial direction of the connecting steel body.
6. An earthquake-resistant node support structure for structural engineering according to any one of claims 1 to 4, further comprising reinforcing ribs, wherein the reinforcing ribs are respectively connected with the second embedded parts and the connecting steel bodies.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223325707.9U CN218713931U (en) | 2022-12-13 | 2022-12-13 | A antidetonation node supporting structure for structural engineering |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223325707.9U CN218713931U (en) | 2022-12-13 | 2022-12-13 | A antidetonation node supporting structure for structural engineering |
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| Publication Number | Publication Date |
|---|---|
| CN218713931U true CN218713931U (en) | 2023-03-24 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202223325707.9U Active CN218713931U (en) | 2022-12-13 | 2022-12-13 | A antidetonation node supporting structure for structural engineering |
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| Country | Link |
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| CN (1) | CN218713931U (en) |
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- 2022-12-13 CN CN202223325707.9U patent/CN218713931U/en active Active
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