CN112112365A - Multi-level assembled antidetonation type building constructional column - Google Patents
Multi-level assembled antidetonation type building constructional column Download PDFInfo
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- CN112112365A CN112112365A CN202010970887.2A CN202010970887A CN112112365A CN 112112365 A CN112112365 A CN 112112365A CN 202010970887 A CN202010970887 A CN 202010970887A CN 112112365 A CN112112365 A CN 112112365A
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- column
- installation
- spring
- constructional column
- outer side
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
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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
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention relates to the technical field of buildings and discloses a multi-level assembled anti-seismic building constructional column which comprises a constructional column main body, wherein a base is arranged at the bottom of the constructional column main body, a supporting column is arranged in the constructional column main body, an installation block is fixedly connected to the inner side of the supporting column, a buffer spring is movably connected to the outer side of the installation block, an installation layer is fixedly connected to one end, far away from the installation block, of the buffer spring, an axis installation groove is formed in the outer side of the installation layer, and a movable axis is clamped in the inner side of the axis installation groove. This multi-level assembled antidetonation type building constructional column installs horizontal supporting spring and vertical supporting spring through horizontal and vertical run-through respectively at the constructional column main part, will each group support the constructional element and fix together to make it cohesion form a constructional element wholly, improved holistic anti-buckling strength, mechanical strength is higher.
Description
Technical Field
The invention relates to the technical field of buildings, in particular to a multi-level assembled earthquake-resistant building constructional column.
Background
The types of the building piles are divided into two types, namely end-bearing piles and friction piles according to different force transmission and action properties; 1. friction type pile: under the action of vertical ultimate load, the load of the pile top is totally or mainly stressed by the resistance of the pile side, and friction type piles are divided into friction piles and end-bearing friction piles according to the magnitude of load sharing of the resistance of the pile side; 2. end-bearing type pile: the pile is characterized in that under the action of vertical load, pile top load is completely or mainly borne by pile end resistance, and pile side resistance is smaller or negligible relative to the pile end resistance. The industrial base of some high-end equipment manufacturing often needs some high strength building piles, and current building pile is simple structure basically, and although some building piles have the antidetonation effect, the antidetonation effect is poor, often can only carry out the shock attenuation to earthquake longitudinal wave when the earthquake, and neglected the destruction of transverse wave to make building shock resistance poor. Therefore, we propose a multi-level fabricated earthquake-resistant building construction column.
Disclosure of Invention
Technical scheme
In order to realize the advantages, the invention provides the following technical scheme: a multi-level assembled anti-seismic building constructional column comprises a constructional column main body, wherein a base is arranged at the bottom of the constructional column main body, a support column is arranged in the constructional column main body, the inner side of the support column is fixedly connected with an installation block, the outer side of the mounting block is movably connected with a buffer spring, one end of the buffer spring far away from the mounting block is fixedly connected with a mounting layer, the outer side of the mounting layer is provided with an axis mounting groove, the inner side of the axis mounting groove clamps a movable axis, one end of a shaft lever is fixedly arranged at the outer side of the movable shaft center, the other end of the shaft lever is fixedly connected with an installation end head, a movable rod is fixedly arranged on the inner side of the mounting end, a longitudinal supporting spring is fixedly connected on the inner side of the movable rod, the inside of constructional column main part is installed horizontal backup pad, the inboard fixed mounting of horizontal backup pad has the spout.
Preferably, an X-shaped rod is fixedly connected to the outer side of the sliding groove.
Preferably, a return spring is arranged inside the sliding groove and inside the X-shaped rod.
Preferably, the rotation axis is held between the inner sides of the X-shaped bars.
Preferably, the outer side of the sliding groove is movably connected with a transverse supporting spring for supporting and buffering.
Preferably, a rubber shock absorption layer is fixedly mounted on the inner side of the transverse supporting spring.
Preferably, a mounting seat 20 is fixedly mounted on the outer side of the longitudinal support spring 12.
Preferably, a spring wire 21 is fixedly connected to the inner side of the mounting seat 20.
Advantageous effects
Compared with the prior art, the invention provides a multi-level assembled anti-seismic building constructional column, which has the following beneficial effects:
1. this multi-level assembled antidetonation type building constructional column, through being provided with the axostylus axostyle that feet such as four directions set up, the axostylus axostyle supports installation layer and carriage release lever, so form a triangle-shaped between two sets of axostylus axostyles of adjacent symmetry and the carriage release lever, triangle-shaped stability is stronger, consequently, the bending resistance ability is stronger, takes place under extreme abominable conditions such as earthquake or strong wind, has perfect anti-inclination ability.
2. This multi-level assembled antidetonation type building constructional column, through the horizontal fixed of spout and X type pole, utilize the rotation axle center to carry out the joint to X type pole, two sets of spouts of X type pole and the fixed connection at its both ends form two opposite triangles, with the help of the characteristics of triangle-shaped stability, improve its horizontal support intensity.
3. This multi-level assembled antidetonation type building constructional column has reset spring through the inboard centre gripping at X type pole, increases the buffer power, and the rigidity strikes too big when avoiding receiving transverse shock wave, does not have sufficient buffer power to cushion, changes impairedly, has played the effect that improves overall stability.
4. This multi-level assembled antidetonation type building constructional column installs horizontal supporting spring and vertical supporting spring through horizontal and vertical run-through respectively at the constructional column main part, will each group support the constructional element and fix together to make it cohesion form a constructional element wholly, improved holistic anti-buckling strength, mechanical strength is higher.
Drawings
FIG. 1 is a schematic view of a main body connection structure of a constructional column according to the invention;
FIG. 2 is a schematic view of the connecting structure of the moving rod according to the present invention;
FIG. 3 is a schematic view of the longitudinal support spring of the present invention;
FIG. 4 is a schematic view of a connection structure of the installation layer of the present invention;
FIG. 5 is a schematic view of a connection structure of the mounting base of the present invention;
FIG. 6 is a schematic right sectional view of the area A in FIG. 5 according to the present invention;
FIG. 7 is a schematic cross-sectional view of the area A in FIG. 5 according to the present invention.
In the figure: 1. constructing a column body; 2. a base; 3. a support pillar; 4. mounting blocks; 5. a buffer spring; 6. mounting a layer; 7. an axis mounting groove; 8. a movable axis; 9. a shaft lever; 10. installing an end head; 11. a travel bar; 12. a longitudinal support spring; 13. a transverse support plate; 14. a chute; 15. an X-shaped rod; 16. a return spring; 17. rotating the axis; 18. a lateral support spring; 19. a rubber shock-absorbing layer; 20. a mounting seat; 21. a spring wire.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1-7, a multi-level assembled anti-seismic building constructional column comprises a constructional column main body 1, a base 2 is arranged at the bottom of the constructional column main body 1, a support column 3 is arranged inside the constructional column main body 1, an installation block 4 is fixedly connected to the inner side of the support column 3, a buffer spring 5 is movably connected to the outer side of the installation block 4, an installation layer 6 is fixedly connected to one end, far away from the installation block 4, of the buffer spring 5, an axis installation groove 7 is arranged on the outer side of the installation layer 6, and a movable axis 8 is clamped on the inner side of the axis installation groove 7.
One end of a shaft lever 9 is fixedly arranged on the outer side of the movable shaft center 8, the other end of the shaft lever 9 is fixedly connected with an installation end 10, and a movable rod 11 is fixedly arranged on the inner side of the installation end 10; through being provided with axostylus axostyle 9 that four directions wait the foot setting, axostylus axostyle 9 supports installation layer 6 and carriage release lever 11, so form a triangle-shaped between two sets of axostylus axostyles 9 of adjacent symmetry and the carriage release lever 11, triangle-shaped stability is stronger, therefore, the bending resistance ability is stronger, takes place under extreme abominable conditions such as earthquake or strong wind, has perfect anti-inclination ability.
A longitudinal support spring 12 is fixedly connected to the inner side of the moving rod 11, a transverse support plate 13 is installed inside the constructional column main body 1, and a sliding groove 14 is fixedly installed on the inner side of the transverse support plate 13.
An X-shaped rod 15 is fixedly connected to the outer side of the sliding chute 14, a return spring 16 is arranged on the inner side of the X-shaped rod 15 and positioned in the sliding chute 14, and a rotating shaft center 17 is clamped on the inner side of the X-shaped rod 15; through the horizontal fixed of spout 14 and X type pole 15, utilize rotation axis 17 to carry out the joint to X type pole 15, X type pole 15 forms two opposite triangles with two sets of spouts 14 of the fixed connection at its both ends, with the help of the characteristics of triangle-shaped stability, improves its horizontal support intensity.
Through the inboard centre gripping at X type pole 15 having reset spring 16, increase the buffer power, the rigidity impact is too big when avoiding receiving transverse shock wave, does not have sufficient buffer power to cushion, changes impairedly, has played the effect that improves overall stability.
A transverse supporting spring 18 is movably connected to the outer side of the sliding chute 14 for supporting and buffering; the transverse supporting springs 18 and the longitudinal supporting springs 12 are respectively installed in the transverse direction and the longitudinal direction of the constructional column main body 1 in a penetrating mode, and all groups of supporting constructional elements are fixed together, so that the constructional elements are integrally formed in a clasping mode, the integral bending strength is improved, and the mechanical strength is higher.
A rubber shock absorption layer 19 is fixedly arranged on the inner side of the transverse supporting spring 18, an installation seat 20 is fixedly arranged on the outer side of the longitudinal supporting spring 12, and a spring wire 21 is fixedly connected on the inner side of the installation seat 20.
The working principle is as follows: through the arrangement of the shaft levers 9 arranged in four directions and with equal legs, one ends of the shaft levers 9 are clamped in the axis mounting groove 7, and the other ends of the shaft levers 9 are connected with the mounting ends 10 in a supporting mode, namely the shaft levers 9 support the mounting layer 6 and the movable rods 11, so that a triangle is formed between two groups of the shaft levers 9 and the movable rods 11 which are symmetrically adjacent to each other; meanwhile, the X-shaped rod 15 is clamped by the rotation axis 17 through the transverse fixation of the sliding grooves 14 and the X-shaped rod 15, the X-shaped rod 15 and two groups of sliding grooves 14 fixedly connected with two ends of the X-shaped rod form two opposite triangles, and the transverse supporting strength of the X-shaped rod is improved by means of the stability of the triangles; meanwhile, the reset spring 16 is clamped on the inner side of the buffer, so that the buffer force is increased, the phenomenon that the buffer is easily damaged due to overlarge rigid shock and insufficient buffer force for buffering when a transverse shock wave is received is avoided, and the effect of improving the overall stability is achieved; the transverse supporting springs 18 and the longitudinal supporting springs 12 are respectively installed in the transverse direction and the longitudinal direction of the constructional column main body 1 in a penetrating mode, and all groups of supporting constructional elements are fixed together, so that the constructional elements are integrally formed in a clasping mode, the integral bending strength is improved, and the mechanical strength is higher.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (8)
1. The utility model provides a multi-level assembled antidetonation type building constructional column, includes constructional column main part (1), its characterized in that: the structure column is characterized in that a base (2) is arranged at the bottom of a structure column main body (1), a support column (3) is arranged inside the structure column main body (1), an installation block (4) is fixedly connected to the inner side of the support column (3), a buffer spring (5) is movably connected to the outer side of the installation block (4), one end, far away from the installation block (4), of the buffer spring (5) is fixedly connected with an installation layer (6), an axis installation groove (7) is arranged on the outer side of the installation layer (6), a movable axis (8) is clamped on the inner side of the axis installation groove (7), one end of a shaft lever (9) is fixedly installed on the outer side of the movable axis (8), an installation end (10) is fixedly connected to the other end of the shaft lever (9), a movable rod (11) is fixedly installed on the inner side of the installation end (10), a longitudinal support spring (, the inside of constructional column main part (1) installs horizontal backup pad (13), the inboard fixed mounting of horizontal backup pad (13) has spout (14).
2. The multi-level fabricated earthquake-resistant building construction column as claimed in claim 1, wherein: the outer side of the sliding chute (14) is fixedly connected with an X-shaped rod (15).
3. The multi-level fabricated earthquake-resistant building construction column as claimed in claim 2, wherein: and a return spring (16) is arranged on the inner side of the X-shaped rod (15) and positioned in the sliding groove (14).
4. The multi-level fabricated earthquake-resistant building construction column as claimed in claim 2, wherein: the inner side of the X-shaped rod (15) clamps a rotating shaft center (17).
5. The multi-level fabricated earthquake-resistant building construction column as claimed in claim 1, wherein: the outer side of the sliding chute (14) is movably connected with a transverse supporting spring (18).
6. The multi-level fabricated earthquake-resistant building construction column as claimed in claim 5, wherein: and a rubber shock absorption layer (19) is fixedly arranged on the inner side of the transverse supporting spring (18).
7. The multi-level fabricated earthquake-resistant building construction column as claimed in claim 1, wherein: and a mounting seat (20) is fixedly arranged on the outer side of the longitudinal supporting spring (12).
8. The multi-level fabricated earthquake-resistant building construction column as claimed in claim 7, wherein: the inner side of the mounting seat (20) is fixedly connected with a spring wire (21).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010970887.2A CN112112365A (en) | 2020-09-15 | 2020-09-15 | Multi-level assembled antidetonation type building constructional column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010970887.2A CN112112365A (en) | 2020-09-15 | 2020-09-15 | Multi-level assembled antidetonation type building constructional column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN112112365A true CN112112365A (en) | 2020-12-22 |
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ID=73801918
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202010970887.2A Withdrawn CN112112365A (en) | 2020-09-15 | 2020-09-15 | Multi-level assembled antidetonation type building constructional column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN112112365A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114232839A (en) * | 2021-12-18 | 2022-03-25 | 湖北鸿盛华瑞建设工程有限公司 | Steel frame-concrete shear wall structure building and construction method thereof |
-
2020
- 2020-09-15 CN CN202010970887.2A patent/CN112112365A/en not_active Withdrawn
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114232839A (en) * | 2021-12-18 | 2022-03-25 | 湖北鸿盛华瑞建设工程有限公司 | Steel frame-concrete shear wall structure building and construction method thereof |
| CN114232839B (en) * | 2021-12-18 | 2023-04-18 | 湖北鸿盛华瑞建设工程有限公司 | Steel frame-concrete shear wall structure building and construction method thereof |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WW01 | Invention patent application withdrawn after publication | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20201222 |