CN112095793A - Self-resetting swinging glued wood post with post boot - Google Patents
Self-resetting swinging glued wood post with post boot Download PDFInfo
- Publication number
- CN112095793A CN112095793A CN202010953914.5A CN202010953914A CN112095793A CN 112095793 A CN112095793 A CN 112095793A CN 202010953914 A CN202010953914 A CN 202010953914A CN 112095793 A CN112095793 A CN 112095793A
- Authority
- CN
- China
- Prior art keywords
- column
- glued wood
- post
- self
- shoe
- 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
Images
Classifications
-
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
-
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
- E04B1/2604—Connections specially adapted therefor
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
- E04C3/36—Columns; Pillars; Struts of materials not covered by groups E04C3/32 or E04C3/34; of a combination of two or more materials
-
- 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
-
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
- E04B1/2604—Connections specially adapted therefor
- E04B2001/2652—Details of nailing, screwing, or bolting
-
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
- E04B1/2604—Connections specially adapted therefor
- E04B2001/268—Connection to foundations
- E04B2001/2684—Connection to foundations with metal connectors
Abstract
Take post boots from restoring to throne and sway glued wood post, including the post boots, the post boots include the bottom plate, be provided with the square steel pipe of square frame shape on the bottom plate, the left and right sides of square steel pipe and bottom plate between be provided with the stiffening rib, the post boots setting between glued wood post bottom and basis, glued wood post bottom is located inside the square steel pipe of square frame shape. According to the invention, the column shoe is sleeved in the column foot of the glued wood column, so that additional restoring force is provided for the glued wood column to resist lateral load, and the anti-seismic performance of the glued wood column is enhanced. In addition, the column shoe is arranged on the top surface of the foundation in a floating mode, under the action of horizontal force, the glued wood column can be lifted together with the column shoe to generate swing energy dissipation, and self-resetting after the earthquake is achieved through the restraining moment of the disc spring on the column shoe. The invention has simple structure, good energy consumption performance and stronger self-resetting capability.
Description
Technical Field
The invention relates to the technical field of civil engineering, in particular to a self-resetting swinging glued wood column with a column shoe.
Background
At present, most of the timber column base adopts a node form of bolt connection. The common forms are steel filling plates and steel clamping plates, wood members are connected by bolts, and the node form mainly utilizes the bending resistance of the bolts and the local bearing of wood at the bolts to provide bearing capacity. The node form has several problems:
1. due to construction deviation, a gap exists between the wall of the bolt hole on the wood column and the bolt, and the gap causes the wood beam to slide after being stressed, so that the initial rigidity of the node is lower.
2. Due to the low tensile strength of the wood cross grains, when the screw hole pin grooves bear pressure, brittle failures such as column base cross grain splitting and the like often occur, and the bearing capacity of the wood column is reduced.
3. The bearing capacity is provided through the modes of bolt yielding, pressed yielding of wood at bolt holes and the like, and after an earthquake, large residual deformation exists, so that the earthquake resistance is reduced.
Therefore, in order to solve the above problems, a wood-structure column base connection node form with high initial rotational rigidity, high bearing capacity and small residual deformation is urgently needed.
Disclosure of Invention
In order to overcome the defects of the prior art, the invention aims to provide the self-resetting swinging glued wood column with the column shoe, so that the column base node of the wood structure has larger initial rotation rigidity, stronger bearing capacity and smaller residual deformation.
In order to achieve the purpose, the invention adopts the technical scheme that:
take post boots from restoring to throne and sway glued wood post, including post boots 3, post boots 3 include bottom plate 9, be provided with square steel tube 8 of square frame shape on the bottom plate 9, square steel tube 8 the left and right sides and bottom plate 9 between be provided with stiffening rib 10, post boots 3 set up between glued wood post 1 bottom and basis 2, glued wood post 1 bottom is located inside square steel tube 8 of square frame shape.
Self-tapping screws 6 are arranged between the front side and the rear side of the glued wood column 1 and the column shoe 3, steel backing plates 7 are arranged between the left side and the right side of the glued wood column 1 and the gap between the column shoe 3, and the self-tapping screws 6 sequentially penetrate through the column shoe 3 and the glued wood column 1 to realize fastening connection.
The steel backing plate 7 is slightly higher than the column shoe 3.
The inner bottom corners of the glued wood column 1 and the column shoe 3 are provided with a certain chamfer angle.
The column shoe 3 is arranged on the upper surface of the foundation 2 in a floating mode, disc springs 5 are arranged on bottom plates 9 on the left side and the right side of the square steel tube 8, and high-strength bolts 4 are arranged on the foundation 2, the column shoe 3 and the disc springs 5.
An oblong hole is reserved at the bottom plate 9 of the column shoe 3 so as to facilitate the lifting of the column shoe 3. .
The invention has the beneficial effects that:
1. after the column shoe is added into the column base of the glued wood column, the stress area of the column base is increased, and the stress of the column base of the glued wood column can be effectively reduced to protect the column base node; in addition, under horizontal force, the enlarged column base can resist side load by providing restoring force, thereby enhancing the earthquake-resistant performance of the laminated wood column.
2. After the bolts are prestressed, the belleville springs have certain compression deformation, and meanwhile, the column shoe bottom plate 9 and the foundation contact surface have interaction force to form restraint moment, so that the initial rotational rigidity of the cemented wood column base joint is improved.
3. The steel base plates are arranged between the left side and the right side of the laminated wood column and gaps between the left side and the right side of the laminated wood column and the column shoes, and the laminated wood column which is locally contacted with the column shoes is effectively protected under the horizontal displacement of the column.
4. The glued wood column is placed in the column shoe and connected through the self-tapping screw, so that the integrity of the glued wood column and the column shoe is improved.
5. The column shoes are floatingly arranged on the top surface of the foundation and connected through high-strength bolts, when the wooden columns are acted by horizontal force,
due to the long circular holes reserved in the column shoe bottom plate 9, the glued wood column can be lifted together with the column shoe to swing, and self-resetting is achieved through the restraining moment of the disc spring.
Drawings
Fig. 1 is a three-dimensional structure diagram of a self-resetting swinging glued wood column with a column shoe.
Fig. 2 is a schematic view of the cylinder shoe of fig. 1.
Reference numbers in the figures: 1 is a glued wood column, 2 is a foundation, 3 is a column shoe, 4 is a high-strength bolt, 5 is a disc spring, 6 is a self-tapping screw, 7 is a steel backing plate, 8 is a square steel pipe, 9 is a bottom plate, and 10 is a stiffening rib.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
As shown in fig. 1 and 2, the present invention is a self-resetting rocking laminated wood pole with a pole shoe, comprising:
the left side and the right side of the glued wood column 1 are provided with column shoes 3 and steel backing plates 7, the front side and the rear side of the glued wood column are provided with the column shoes 3, and self-tapping screws 6 sequentially penetrate through the column shoes 3 and the glued wood column 1 to realize fastening connection;
the column shoe 3 is a structure formed by welding a square steel pipe 8, a bottom plate 9 and stiffening ribs 10, a plurality of circular holes with the diameter of 8mm are reserved on the front side and the rear side of the column shoe, self-tapping screws 6 are used for fixedly connecting the column shoe 3 and the glued wood column 1, the column shoe is arranged at the bottom of the glued wood column 1 and is arranged on the top surface of the foundation 2 in a floating mode, and the column shoe is clamped to the top surface of the foundation 2 by high-strength bolts 4 and disc springs 5;
2 high-strength bolts 4 are respectively arranged on the left side and the right side of the column shoe 3, 4 in total, the diameter of each high-strength bolt is 18mm, the high-strength bolts sequentially penetrate through the foundation 2, the column shoe 3 and the disc spring 5, and then pretightening force is applied to realize connection;
and a plurality of disc springs 5 are arranged between the column shoe 3 and the high-strength bolt 4.
4 self-tapping screws 6 are respectively arranged at the front side and the rear side of the column shoe 3, the number of the self-tapping screws is 8, the diameter of the self-tapping screws is 7.3mm, and the self-tapping screws are screwed between the front side and the rear side of the glued wood column 1 and the column shoe 3;
and the steel backing plates 7 are respectively arranged at the left side and the right side of the glued wood column 1 by 1, and are arranged between the left side and the right side of the glued wood column 1 and the gaps of the column shoes 3 by 2 in total.
There is a certain chamfer in the glued wood column 1 column base department in order to avoid the toe seam of the inner bottom of the column shoe 3.
An oblong hole is reserved at the bottom plate 9 of the column shoe 3 so as to facilitate the lifting of the column shoe 3. .
The steel shim plate 7 is slightly higher than the column shoe 3.
In the present invention, the high-strength bolts 4, the belleville springs 5, and the tapping screws 6 are not fixed to the above number, but may be determined depending on the number of designed screw holes on the column base connection node.
During implementation, the laminated wood column 1 is inserted into the column shoe 3, the steel backing plates 7 are filled in gaps on the left side and the right side, and the tapping screws 6 penetrate through holes reserved on the front side and the rear side of the column shoe 3 and are screwed into the laminated wood column 1, so that the connection between the laminated wood column 1 and the column shoe 3 is realized. And secondly, placing the column shoe 3 on the top surface of the foundation 2 in a floating manner, sequentially penetrating the foundation 2, the column shoe 3 and the disc spring 5 through the high-strength bolt 4, and applying pretightening force to realize the connection of the foundation 2 and the column shoe 3.
The principle of the invention is as follows:
the column shoe 3 is sleeved at the column base of the glued wood column 1, the stress area of the glued wood column 1 is obviously increased by the column shoe 3, the stress mode of bearing pressure by the pin groove cross striation of the column base node of the traditional wood structure is improved, and in addition, under the combined action of horizontal and vertical forces of the glued wood column 1, the column shoe 3 can provide extra restoring force to improve the bearing capacity of the glued wood column 1.
The column shoe 3 is arranged on the top surface of the foundation 2 in a floating mode and connected through the high-strength bolt 4, when the glued wood column 1 is acted by a horizontal force, due to the long circular hole reserved in the bottom plate 9 of the column shoe 3, the glued wood column 1 can be lifted together with the column shoe 3 to swing under the connection of the self-tapping bolt 6, and the disc spring 5 can provide restraining torque to achieve self-resetting through pre-tightening force exerted on the high-strength bolt 4.
Compared with the prior column base node with the wood structure, the self-resetting column base node has the advantages of simple force transmission, large initial rotation rigidity, strong bearing capacity and self-resetting performance (small residual deformation after earthquake).
Claims (6)
1. Take post boots from restoring to throne and sway glued wood post, its characterized in that, including post boots (3), post boots (3) including bottom plate (9), be provided with square steel pipe (8) of square frame shape on bottom plate (9), the left and right sides of square steel pipe (8) and bottom plate (9) between be provided with stiffening rib (10), post boots (3) set up between glued wood post (1) bottom and basis (2), glued wood post (1) bottom is located inside square steel pipe (8) of square frame shape.
2. The self-resetting swinging glued wood column with the column shoe according to claim 1, characterized in that self-tapping screws (6) are arranged between the front side and the rear side of the glued wood column (1) and the column shoe (3), steel backing plates (7) are arranged between the left side and the right side of the glued wood column (1) and the gap of the column shoe (3), and the self-tapping screws (6) sequentially penetrate through the column shoe (3) and the glued wood column (1) to realize fastening connection.
3. The self-restoring and swinging glued wood post with a column shoe according to claim 2, characterised in that said steel shim plate (7) is slightly higher than the column shoe (3).
4. The self-resetting swinging glued wooden pole with the column shoe as claimed in claim 1, characterized in that a chamfer exists at the inner bottom corners of the glued wooden pole (1) and the column shoe (3).
5. The self-resetting swinging glued wood column with the column shoe according to claim 1, characterized in that the column shoe (3) is arranged on the upper surface of the foundation (2) in a floating manner, disc springs (5) are arranged on the bottom plates (9) on the left side and the right side of the square steel tube (8), and high-strength bolts (4) are arranged on the foundation (2), the column shoe (3) and the disc springs (5).
6. The self-restoring rocking glued wood post with a bootie according to claim 1, characterised in that an oblong hole is reserved at the bottom plate (9).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010953914.5A CN112095793A (en) | 2020-09-11 | 2020-09-11 | Self-resetting swinging glued wood post with post boot |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010953914.5A CN112095793A (en) | 2020-09-11 | 2020-09-11 | Self-resetting swinging glued wood post with post boot |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN112095793A true CN112095793A (en) | 2020-12-18 |
Family
ID=73751407
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202010953914.5A Pending CN112095793A (en) | 2020-09-11 | 2020-09-11 | Self-resetting swinging glued wood post with post boot |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN112095793A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113175085A (en) * | 2021-04-20 | 2021-07-27 | 同济大学 | Glued wood column base node |
| CN113338432A (en) * | 2021-06-23 | 2021-09-03 | 福建九鼎建设集团有限公司 | Assembled building body with antidetonation resilience performance |
| CN114892808A (en) * | 2022-04-29 | 2022-08-12 | 天津大学 | A shock attenuation formula connecting piece for wood beam column not damaged assembly |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000240072A (en) * | 1999-02-24 | 2000-09-05 | Takenaka Komuten Co Ltd | Base isolation device installing method and installation structure |
| CN205677084U (en) * | 2016-06-03 | 2016-11-09 | 苏州规划设计研究院股份有限公司 | A kind of steel bushing cartridge type pin pin component |
| CN107339003A (en) * | 2017-08-23 | 2017-11-10 | 陈云 | A kind of Self-resetting suspension column |
| CN110835952A (en) * | 2019-11-25 | 2020-02-25 | 海南大学 | Anti-seismic tough steel pipe concrete column and steel beam frame structure and construction method |
| CN110939232A (en) * | 2019-12-25 | 2020-03-31 | 华南理工大学 | Novel wood structure column base joint reinforcing structure and construction method thereof |
-
2020
- 2020-09-11 CN CN202010953914.5A patent/CN112095793A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000240072A (en) * | 1999-02-24 | 2000-09-05 | Takenaka Komuten Co Ltd | Base isolation device installing method and installation structure |
| CN205677084U (en) * | 2016-06-03 | 2016-11-09 | 苏州规划设计研究院股份有限公司 | A kind of steel bushing cartridge type pin pin component |
| CN107339003A (en) * | 2017-08-23 | 2017-11-10 | 陈云 | A kind of Self-resetting suspension column |
| CN110835952A (en) * | 2019-11-25 | 2020-02-25 | 海南大学 | Anti-seismic tough steel pipe concrete column and steel beam frame structure and construction method |
| CN110939232A (en) * | 2019-12-25 | 2020-03-31 | 华南理工大学 | Novel wood structure column base joint reinforcing structure and construction method thereof |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113175085A (en) * | 2021-04-20 | 2021-07-27 | 同济大学 | Glued wood column base node |
| CN113338432A (en) * | 2021-06-23 | 2021-09-03 | 福建九鼎建设集团有限公司 | Assembled building body with antidetonation resilience performance |
| CN114892808A (en) * | 2022-04-29 | 2022-08-12 | 天津大学 | A shock attenuation formula connecting piece for wood beam column not damaged assembly |
| CN114892808B (en) * | 2022-04-29 | 2024-04-02 | 天津大学 | Shock absorption type connecting piece for wood beam and column non-damage assembly |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN112095793A (en) | Self-resetting swinging glued wood post with post boot | |
| Poletti et al. | Performance evaluation of traditional timber joints under cyclic loading and their influence on the seismic response of timber frame structures | |
| CN109208641A (en) | A kind of king post joint and repositioning method based on assembled underground structure with runback bit function | |
| US10081961B1 (en) | Method and apparatus to control rocking of multiple shear wall panels subject to a loading event | |
| CN111749336A (en) | Beam column friction energy consumption node for laminated wood structure | |
| CN112095794A (en) | Wooden energy dissipation support-laminated wood frame structure | |
| CN112095795A (en) | Self-resetting swinging glued wood frame with column boots | |
| CN205935236U (en) | From square steel tube concrete frame column base node that restores to throne | |
| CN102966113A (en) | Shallow buried steel column base and construction method thereof | |
| CN113585805A (en) | Connecting structure of layered steel column base | |
| CN104032832A (en) | Post-tensioning method prestress bamboo-wood framework | |
| CN113668895A (en) | Be used for reinforced (rfd) power consumption sparrow of timber beams post connected node | |
| CN106337569A (en) | Tiebeam-column structural-deformation and energy-consumption node | |
| CN106760853B (en) | Beam column node dry connection fan-shaped viscoelastic damper | |
| CN215563405U (en) | Energy dissipation and shock absorption node for beam column of multi-story high-rise heavy bamboo-wood frame structure | |
| CN210529737U (en) | Assembled damage-controllable steel column base | |
| CN210032723U (en) | Ancient building timber structure bucket arch is from restoring to throne power consumption connected node | |
| CN211473068U (en) | Toughness energy dissipation steel column | |
| CN204781600U (en) | Novel prestressed concrete resistance to compression short column that takes precautions against earthquakes | |
| JP7219459B2 (en) | brace bearing wall | |
| CN113175084A (en) | Wood structure assembled self-tapping screw and bolt combination node | |
| CN112431436A (en) | Anti-punching reinforcement construction method for flat slab | |
| CN215926704U (en) | Improved generation building aluminum alloy template with shape of preapring for an unfavorable turn of events | |
| CN108951882B (en) | Bolt reinforcing bar bolt prefabricated assembly timber structure column base node | |
| CN203769074U (en) | Variable hinging support capable of improving ground surface deforming adaptation capacity of building |
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 |