CN109989527A - A kind of building construction pillar construction - Google Patents
A kind of building construction pillar construction Download PDFInfo
- Publication number
- CN109989527A CN109989527A CN201910377377.1A CN201910377377A CN109989527A CN 109989527 A CN109989527 A CN 109989527A CN 201910377377 A CN201910377377 A CN 201910377377A CN 109989527 A CN109989527 A CN 109989527A
- Authority
- CN
- China
- Prior art keywords
- building construction
- pedestal
- fixing seat
- column
- centimetres
- 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.)
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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
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/08—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against transmission of vibrations or movements in the foundation soil
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
- E04C3/34—Columns; Pillars; Struts of concrete other stone-like material, with or without permanent form elements, with or without internal or external reinforcement, e.g. metal coverings
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2200/00—Geometrical or physical properties
- E02D2200/16—Shapes
- E02D2200/165—Shapes polygonal
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0026—Metals
- E02D2300/0029—Steel; Iron
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Architecture (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Hydrology & Water Resources (AREA)
- Working Measures On Existing Buildindgs (AREA)
Abstract
The invention discloses a kind of building construction pillar constructions, including fixing seat and pedestal, the fixing seat is mounted on the base on the outer wall at the center of end, building construction pillar construction of the present invention improves on the basis of existing building construction pillar construction, hexahedron is changed to by original square and cylindrical body in the pedestal of building construction column, when an earthquake occurs, the secondary wave that earthquake generates damages building construction column, the upright post base of hexahedron makes building construction pillar construction is more stable to be not easy to collapse, in each orientation, there are biggish support forces, and, the grid of steel bars being socketed inside the absorbing joint and absorbing joint that pars intramuralis is newly established outside hexahedron pedestal upper end gives the buffer capacity that gengon pedestal resists seismic wave, when coming earthquake, no matter focus orientation, hexagonal base and six orientation of the upper end subtract Shake seam is provided and lives and properties ability is effectively protected so that the shock resistance of building construction column greatly enhances.
Description
Technical field
The invention belongs to building construction pillar construction correlative technology fields, and in particular to a kind of building construction pillar construction.
Background technique
Column is in building to the elongated member for supporting foundation truss, is primarily subjected to pressure in engineering structure, has
When also bear the vertical bar of moment of flexure simultaneously, it is upright in building to play a supportive role to backbar, truss, floor etc.
Component, column are divided into square column, cylinder, tubing string, rectangular column, I-shaped column, H-shaped column, T shape column, L shape column, cross by section form
Column, latticed column, lattice column are divided into stone column, brick column, building block post, pin, steel column, reinforced column, stiffness steel by material therefor
Reinforced concrete column, steel core concrete column and various coupled columns are divided into short column, long column and middle length by the destructive characteristics or slenderness ratio of column
Column.
Existing building construction pillar construction technology has the following problems: existing building construction pillar construction is in daily life
In be primarily subjected to the pressure given from building, for the shock resistance of column, existing building construction column only constructing
Simple in terms of the bearing capacity of material and column to carry out antidetonation, when facing earthquake, building construction column is received from earthquake
The effect of horizontal wave, when seismic wave is stronger, the building construction column as rigid structure is without self bumper and absorbing shock ability meeting
Collapse rapidly, causes casualties and property loss.
Summary of the invention
The purpose of the present invention is to provide a kind of building construction pillar constructions, mentioned above in the background art existing to solve
For some building construction columns when facing earthquake, building construction column receives the effect from horizontal earthquake wave, as rigid knot
The problem of building construction column of structure can collapse rapidly without self bumper and absorbing shock ability.
To achieve the above object, the invention provides the following technical scheme: a kind of building construction pillar construction, including fixing seat
And pedestal, the fixing seat are mounted on the base on the outer wall at the center of end, the upper end outer wall of the fixing seat is internally provided with
Vertical cylinder is provided with expansion joint in the outer circumferential walls of the cylinder, and the upper end of the cylinder is provided with column cap, the pedestal
Upper end outer wall be internally provided with absorbing joint, grid of steel bars is socketed with inside the perimeter of the absorbing joint, the lower end of the pedestal is set
It is equipped with ground, ceramic tile is provided on the upper end outer wall of the ground, is provided with face brick on the perimeter outer wall of the fixing seat, it is described
Face brick is fixedly connected with fixing seat by mortar.
Preferably, the perimeter of the cylinder four corners is internally provided with straight reinforcing bar, covers in the outer circumferential walls of the straight reinforcing bar
It is connected to stirrup, the perimeter of the ground is internally provided with concrete.
Preferably, the column cap with a thickness of 25 centimetres, the column cap and fixing seat keep relatively flat between each other
Row state.
Preferably, the fixing seat is identical with the cross sectional shape of pedestal, the pedestal with a thickness of 40 centimetres, the bottom
The thickness of seat is slightly larger than the thickness of fixing seat.
Preferably, the cylinder and pedestal, fixing seat and ground keep relative verticality between each other.
Preferably, there are six the face brick is arranged altogether, the shape size of six face bricks is identical, six face bricks
With a thickness of 0. 8 centimetres, the height of six face bricks is 15 centimetres, and the height of six face bricks is equal to fixing seat
Highly.
Preferably, the width of the absorbing joint is 0. 9 centimetres, and the length of the absorbing joint is 35 centimetres.
Compared with existing building construction pillar construction technology, the present invention provides a kind of building construction pillar constructions, have
Below the utility model has the advantages that
Building construction pillar construction of the present invention improves on the basis of existing building construction pillar construction, in building construction
The pedestal of column is changed to hexahedron by original square and cylindrical body, when an earthquake occurs, the secondary wave pair that earthquake generates
Building construction column is damaged, and the upright post base of hexahedron makes building construction pillar construction is more stable to be not easy to collapse,
There are biggish support forces in each orientation, also, the absorbing joint and absorbing joint that pars intramuralis is newly established outside hexahedron pedestal upper end
Inside socket grid of steel bars give gengon pedestal resist seismic wave buffer capacity, when coming earthquake, no matter focus orientation,
The absorbing joint in hexagonal base and six orientation of the upper end greatly enhances the shock resistance of building construction column, is provided with
The protection lives and properties ability of effect；
Building construction pillar construction of the present invention improves on the basis of existing building construction pillar construction, house of the present invention
The pedestal of building vertical column is set as hexahedron, and absorbing joint is arranged in pars intramuralis outside the upper end of hexahedron pedestal, in the week of absorbing joint
Length is internally provided with grid of steel bars, and when coming earthquake, the secondary wave that earthquake generates can impact building construction column, this
When, the upright post base feature of hexahedron is that there are biggish support forces in each orientation, so that building construction pillar construction is being answered
Over the ground when seismic shock, there is the ability stablized and be not easy to collapse, also, pars intramuralis is newly established outside hexahedron pedestal upper end
Absorbing joint and absorbing joint perimeter inside the grid of steel bars that is socketed give the buffer capacity that gengon pedestal resists seismic wave, using subtracting
The characteristics of shake seam, mitigation buffering is carried out to the laterally seismic wave generated from earthquake, the absorbing joint of hexahedron pedestal upper end also has
Standby six orientation can efficiently resist the shear wave that the seismic origin from different directions generates, so that building construction of the present invention is vertical
Rod structure has efficient protective capability.
Detailed description of the invention
Attached drawing is used to provide further understanding of the present invention, and constitutes part of specification, with reality of the invention
It applies example to be used to explain the present invention together, not be construed as limiting the invention, in the accompanying drawings:
Fig. 1 is a kind of building construction pillar construction schematic perspective view proposed by the present invention；
Fig. 2 is a kind of building construction pillar construction schematic diagram of internal structure proposed by the present invention；
Fig. 3 is a kind of building construction pillar construction planar structure schematic diagram proposed by the present invention；
In figure: 1, expansion joint；2, cylinder；3, ground；4, ceramic tile；5, pedestal；6, face brick；7, grid of steel bars；8, absorbing joint；9, fixed
Seat；10, column cap；11, straight reinforcing bar；12, stirrup；13, concrete.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation description, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other
Embodiment shall fall within the protection scope of the present invention.
Fig. 1-3 is please referred to, the present invention provides a kind of technical solution: a kind of building construction pillar construction, including 9 He of fixing seat
Pedestal 5, fixing seat 9 is identical with the cross sectional shape of pedestal 5, pedestal 5 with a thickness of 40 centimetres, the thickness of pedestal 5 is slightly larger than solid
The thickness of reservation 9, fixing seat 9 and pedestal 5 are that cylinder 2 improves stable bearing capacity, it is ensured that entire building construction column
Overall stability, fixing seat 9 are mounted on the outer wall at 5 upper end center of pedestal, and the upper end outer wall of fixing seat 9 is internally provided with perpendicular
To cylinder 2, cylinder 2 and pedestal 5, fixing seat 9 and ground 3 keep relative verticality between each other, ensure column in this way
Whole stability, is not easy to tilt and collapse, expansion joint 1 is provided in the outer circumferential walls of cylinder 2, the upper end of cylinder 2 is provided with column
First 10, column cap 10 with a thickness of 25 centimetres, column cap 10 and fixing seat 9 keep relatively parallel state, column cap 10 between each other
Rational Thickness both alleviated to the pressure of cylinder 2 but also being stably connected with house superstructure, in the upper end outer wall of pedestal 5
Portion is provided with absorbing joint 8, and the width of absorbing joint 8 is 0. 9 centimetres, and the length of absorbing joint 8 is 35 centimetres, and absorbing joint 8 has
Impact of the buffering of effect from seismic wave protects the stability of column, grid of steel bars 7, bottom is socketed with inside the perimeter of absorbing joint 8
The lower end of seat 5 is provided with ground 3, and ceramic tile 4 is provided on the upper end outer wall of ground 3, is provided with face on the perimeter outer wall of fixing seat 9
Brick 6, for face brick 6 altogether there are six settings, the shape size of six face bricks 6 is identical, six face bricks 6 with a thickness of 0. 8 centimetres, six
The height of a face brick 6 is 15 centimetres, and the height of six face bricks 6 is equal to the height of fixing seat 9, the identical face brick of six shape sizes
6, which provide appreciation effect, also provides protective effect to fixing seat 9, and the height of six face bricks 6 is equal to the height of fixing seat 9
So that face brick 6 is bonded with 9 outer wall of fixing seat just, face brick 6 is fixedly connected with fixing seat 9 by mortar；
A kind of building construction pillar construction, the perimeter of 2 four corners of cylinder are internally provided with straight reinforcing bar 11, outside the circumference of straight reinforcing bar 11
Stirrup 12 is socketed on wall, the perimeter of ground 3 is internally provided with concrete 13, and straight reinforcing bar 11 and stirrup 12 make holding for cylinder 2
It carries anti-pressure ability to greatly reinforce, the concrete 13 being arranged inside the perimeter of ground 3 enhances the bearing capacity of ground 3, improves
Stability.
The working principle of the invention and process for using: the pedestal 5 of building construction pillar construction of the present invention is hexahedron, works as hair
When Radix Rehmanniae shakes, the secondary wave that earthquake generates damages building construction column, and the upright post base 5 of hexahedron builds house
Build that pillar construction is more stable to be not easy to collapse, there are biggish support forces in each orientation, also, in 5 upper end of hexahedron pedestal
The grid of steel bars 7 being socketed inside the absorbing joint 8 and absorbing joint 8 that outer pars intramuralis is newly established gives gengon pedestal 5 and resists seismic wave
Buffer capacity, when coming earthquake, no matter focus orientation, the absorbing joint 8 in six orientation of hexagonal base 5 and the upper end makes
The shock resistance of building construction column greatly enhances, and after the present invention installs, the upper end that cylinder 2 is arranged in column cap 10 is used to connect
It connects at the top of house, expansion joint 1 is provided in the outer circumferential walls of cylinder 2 and is used to cope with different temperature bring rising-heat contracting-cold works
It is injured with to caused by cylinder 2, sticks face brick 6 in the outer wall of fixing seat 9 and make fixing seat 9 whole more beautiful, in ground 3
Upper end face puts up ceramic tile 4, so that the upper end of lower end, that is, ground 3 of pedestal 5 has certain waterproof action, improves column
Stability is socketed with stirrup in the outer circumferential walls of the straight reinforcing bar 11 and straight reinforcing bar 11 that are arranged inside the perimeters of 2 four corners of cylinder
12 greatly reinforce the carrying anti-pressure ability of cylinder 2, and the concrete 13 being arranged inside the perimeter of ground 3 makes holding for ground 3
It is preferable to carry power, when coming earthquake, the secondary wave that earthquake generates can impact building construction column, at this point, hexahedron
5 feature of upright post base be in each orientation there are biggish support force so that building construction pillar construction is in reply seismic wave
When impact, there is the ability stablized and be not easy to collapse, also, the damping that pars intramuralis is newly established outside 5 upper end of hexahedron pedestal
The grid of steel bars 7 being socketed inside 8 perimeter of seam 8 and absorbing joint gives the buffer capacity that gengon pedestal 5 resists seismic wave, utilizes damping
The characteristics of stitching 8 carries out mitigation buffering to the laterally seismic wave generated from earthquake, and the absorbing joint 8 of 5 upper end of hexahedron pedestal also has
Standby six orientation can efficiently resist the shear wave that the seismic origin from different directions generates, so that building construction of the present invention is vertical
Rod structure has efficient protective capability.
It although an embodiment of the present invention has been shown and described, for the ordinary skill in the art, can be with
A variety of variations, modification, replacement can be carried out to these embodiments without departing from the principles and spirit of the present invention by understanding
And modification, the scope of the present invention is defined by the appended.
Claims (7)
1. a kind of building construction pillar construction, including fixing seat (9) and pedestal (5), it is characterised in that: fixing seat (9) peace
On the outer wall at pedestal (5) upper end center, the upper end outer wall of the fixing seat (9) is internally provided with vertical cylinder (2),
It is provided with expansion joint (1) in the outer circumferential walls of the cylinder (2), the upper end of the cylinder (2) is provided with column cap (10), the bottom
The upper end outer wall of seat (5) is internally provided with absorbing joint (8), is socketed with grid of steel bars (7), institute inside the perimeter of the absorbing joint (8)
The lower end for stating pedestal (5) is provided with ground (3), is provided with ceramic tile (4), the fixing seat on the upper end outer wall of the ground (3)
(9) it is provided on perimeter outer wall face brick (6), the face brick (6) is fixedly connected with fixing seat (9) by mortar.
2. a kind of building construction pillar construction according to claim 1, it is characterised in that: cylinder (2) four corners
Perimeter is internally provided with straight reinforcing bar (11), is socketed with stirrup (12) in the outer circumferential walls of the straight reinforcing bar (11), the ground (3)
Perimeter be internally provided with concrete (13).
3. a kind of building construction pillar construction according to claim 1, it is characterised in that: the column cap (10) with a thickness of
25 centimetres, the column cap (10) and fixing seat (9) keep relatively parallel state between each other.
4. a kind of building construction pillar construction according to claim 1, it is characterised in that: the fixing seat (9) and pedestal
(5) cross sectional shape is identical, the pedestal (5) with a thickness of 40 centimetres, the thickness of the pedestal (5) is slightly larger than fixing seat
(9) thickness.
5. a kind of building construction pillar construction according to claim 1, it is characterised in that: the cylinder (2) and pedestal
(5), fixing seat (9) and ground (3) keep relative verticality between each other.
6. a kind of building construction pillar construction according to claim 1, it is characterised in that: the face brick (6) is provided with altogether
Six, the shape size of six face bricks (6) is identical, six face bricks (6) with a thickness of 0. 8 centimetres, described in six
The height of face brick (6) is 15 centimetres, and the height of six face bricks (6) is equal to the height of fixing seat (9).
7. a kind of building construction pillar construction according to claim 1, it is characterised in that: the width of the absorbing joint (8)
It is 0. 9 centimetres, the length of the absorbing joint (8) is 35 centimetres.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910377377.1A CN109989527A (en) | 2019-05-04 | 2019-05-04 | A kind of building construction pillar construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910377377.1A CN109989527A (en) | 2019-05-04 | 2019-05-04 | A kind of building construction pillar construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109989527A true CN109989527A (en) | 2019-07-09 |
Family
ID=67136145
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910377377.1A Withdrawn CN109989527A (en) | 2019-05-04 | 2019-05-04 | A kind of building construction pillar construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109989527A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116446686A (en) * | 2023-06-14 | 2023-07-18 | 山东沪江智能装配有限公司 | House building stand column |
-
2019
- 2019-05-04 CN CN201910377377.1A patent/CN109989527A/en not_active Withdrawn
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116446686A (en) * | 2023-06-14 | 2023-07-18 | 山东沪江智能装配有限公司 | House building stand column |
| CN116446686B (en) * | 2023-06-14 | 2023-09-26 | 山东沪江智能装配有限公司 | House building stand column |
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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 | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20190709 |
|
| WW01 | Invention patent application withdrawn after publication |