CN108867873B - Bolt reinforcing steel bar bolt prefabricated assembly wood structure beam column side node - Google Patents
Bolt reinforcing steel bar bolt prefabricated assembly wood structure beam column side node Download PDFInfo
- Publication number
- CN108867873B CN108867873B CN201710342260.0A CN201710342260A CN108867873B CN 108867873 B CN108867873 B CN 108867873B CN 201710342260 A CN201710342260 A CN 201710342260A CN 108867873 B CN108867873 B CN 108867873B
- Authority
- CN
- China
- Prior art keywords
- steel bar
- bolt
- column
- prefabricated
- wood structure
- 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.)
- Active
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
- 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
- E04B1/38—Connections for building structures in general
- E04B1/58—Connections for building structures in general of bar-shaped building elements
-
- 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
- E04B2001/266—Socket type connectors
-
- 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
- E04B2001/2676—Connector nodes
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention discloses a bolt steel bar bolt prefabricated assembly wood structure beam column side node, which comprises: the prefabricated wooden structure column, the prefabricated wooden structure beam, the connecting steel bar, the column side C-shaped anchor, the nut, the end nut and the bolt plate are arranged on the prefabricated wooden structure column; a hollow groove is reserved at the upper part of the precast wood structure beam end to form a sunken step, and a protruding step is arranged at the lower part of the precast wood structure beam end; the prefabricated wood structure column is provided with the column edge C-shaped anchor at one side of the node area; when the precast beam is not hoisted, the connecting steel bars are placed in the empty grooves, and after the precast beam is hoisted in place, the connecting steel bars penetrate through the steel bar preformed holes and are tightly propped against the C-shaped anchors on the column sides; the bolt plate is inserted into the reserved bolt plate groove; the nuts are screwed at two ends of the connecting steel bar and are tightly attached to the column side, the sunken step and the protruding step; the end nut is tightly attached to the bolt plate. The invention has simple and convenient installation and high speed, and can transmit the tension and compression performance of the reinforcing steel bar and has good anti-seismic performance.
Description
Technical Field
The invention relates to a bolt, steel bar and bolt prefabricated and assembled wood structure beam column side node, and belongs to the field of constructional engineering.
Background
The prefabricated wood structure reaches the higher level of a house in the aspects of design, material regeneration, low carbon, living comfort, energy conservation, earthquake resistance and the like, prefabricated wood structural components are produced in a factory, and then the prefabricated components are conveyed to construction for assembly. The construction mode can greatly improve the mechanized construction level, reduce constructors, save construction time, accelerate construction progress and reduce construction cost. The development of the prefabricated wood structure is an effective way for realizing building industrialization, can effectively save resources, reduce environmental pollution, is beneficial to improving the modernization development level of the national building industry, and has wide development prospect.
The key of the performance of the prefabricated wood structure frame structure lies in beam-column joint connection, and the safety and reliability of the structure can be ensured only if the prefabricated beam-column joint connection is reliable. Meanwhile, the beam-column joint of the prefabricated wood structure frame is also a key factor influencing the rapid and convenient construction of the prefabricated wood structure frame. At present, the conventional prefabricated wood structure connecting nodes are mainly connected through metal connecting pieces and bolts. The connection is often damaged at the joint of the metal connecting piece and the wood component under the action of an earthquake, and the earthquake-resistant performance is not ideal enough.
Disclosure of Invention
The invention aims to provide a bolt, steel bar and bolt prefabricated wood structure beam column side node which is connected by adopting a nut and threads and is convenient to install quickly, and meanwhile, the anti-seismic performance of a wood structure is improved by utilizing the pulling and pressing performance of steel bars.
In order to achieve the purpose, the invention adopts the following technical scheme.
Bolt reinforcing bar bolt prefabricated assembly timber structure beam column limit node includes: prefabricated timber structure post, prefabricated timber structure roof beam, connecting reinforcement, post limit C shape anchor, nut, end nut, bolt board.
And reinforcing steel bar holes are reserved in the node area of the prefabricated wood structure column and used for penetrating through the connecting reinforcing steel bars.
The prefabricated wood structure column is provided with the column side C-shaped anchor at one side opposite to the connection of the prefabricated wood structure beam, and the column side C-shaped anchor is opposite to the reserved steel bar hole, so that the connecting steel bars can conveniently prop against the column side C-shaped anchor.
The prefabricated timber structure beam-ends upper portion is at the certain distance department reservation dead slot apart from the tip cross-section for prefabricated beam-ends upper portion forms sunken step, the length of dead slot slightly is greater than connecting reinforcement length with the difference of distance of dead slot to beam-ends cross-section, the dead slot is in the precast beam is not connected during the precast column, is used for depositing connecting reinforcement avoids connecting reinforcement stretches out the beam-ends, influences hoist and mount efficiency.
The prefabricated beam end lower part is equipped with outstanding step, sink the step with outstanding step reservation reinforcing bar hole, prefabricated beam both ends lower part is equipped with outstanding step, sink the step with outstanding step reservation reinforcing bar hole, prefabricated roof beam erects on one side of the prefabricated post, the reservation hole corresponds each other for pass the connecting reinforcement.
And pin plate grooves are reserved at the rear parts of the sunken step and the protruding step, after the connecting steel bars penetrate through the reserved holes, epoxy glue is coated on the part of the pin plate inserted into the pin plate grooves, and then the pin plate is inserted into the reserved pin plate to support the end nuts.
The two ends of the connecting steel bar are provided with thread sections, the precast beam is arranged in the empty groove when not hoisted in place, and after being hoisted in place, the precast beam penetrates through the preformed hole and is tightly propped against the C-shaped anchor on the column side.
And the nut is timely screwed on the thread sections at the two ends of the connecting steel bar after the connecting steel bar penetrates through the preformed hole, and the nut is further screwed after the connecting steel bar is in place and clings to the column side, the sunken step and the protruding step so as to transfer the tension of the connecting steel bar.
The length of the end nut is three times of that of a common nut with the same specification, an end plate slightly larger than the nut is arranged at one end of the end nut, the end nut is tightly screwed on a threaded section at one end of the hollow groove of the connecting steel bar before the bolt plate is inserted into the bolt groove, and after the bolt plate is inserted into the bolt groove, the end nut is unscrewed towards the hollow groove and is tightly attached to the bolt plate in the long hollow groove, so that the pressure of the connecting steel bar is transferred.
Has the advantages that:
compared with the prior art, the invention has the following advantages.
(1) The prefabricated wood structure frame beam column joint is formed by connecting the nuts and the threads, the mounting efficiency is high, and the construction speed is high.
(2) When the precast beam is not installed, the connecting steel bars are not installed, and after the precast beam is installed in place, the connecting steel bars penetrate through the preformed holes and only work for screwing bolts and installing the bolt plates, so that the method is simple, convenient and quick, and high in efficiency.
(3) The connecting reinforcing steel bar can effectively transmit tension and pressure to form rigid connection, so that the stress performance of the beam-column connecting node is ensured, meanwhile, the connecting reinforcing steel bar is not bonded in a pore channel, has good deformability and higher anti-seismic energy consumption capacity, and can effectively ensure the structural performance of the connecting node under the action of seismic load.
Drawings
FIG. 1 is a schematic diagram of the present invention with the components separated.
Fig. 2 is an assembly diagram of the connecting edge node of the present invention.
Detailed Description
The invention will be further described with reference to the accompanying drawings.
As shown in fig. 1-2: the prefabricated wood structure column 1 is provided with reinforcing steel bar holes 2 in node areas.
And reserving empty grooves 4 at the upper parts of two ends of the precast wood structural beam 3 at a certain distance from the section of the end part, so that the upper part of the precast beam end forms a sunken step 5, and the length of the empty groove 4 is slightly greater than the difference between the length of the connecting steel bar 6 and the distance from the empty groove 4 to the section of the beam end.
Protruding steps 7 are arranged at the lower parts of the two ends of the precast beam 3, and reserved reinforcing steel bar holes 2 are arranged on the sunken steps 5 and the protruding steps 7.
And a bolt plate groove 8 is reserved at the rear part of the sunken step 5 and the protruding step 7.
The two ends of the connecting steel bar 6 are provided with thread sections, when the precast beam 3 is not hoisted in place, the connecting steel bar 6 is arranged in the empty groove 5, and the end nut 9 and the nut 10 are screwed at one end of the connecting steel bar 6.
When the precast beam 3 is hoisted to one side of the node area of the precast column 1, the connecting steel bars 6 penetrate through the precast column 1 and the reserved steel bar holes 2 of the precast beam 3, and the lower part of the bolt plate 11 is coated with epoxy glue and inserted into the bolt grooves 8.
The nut 12 is screwed on the thread section of the connecting steel bar 6 on one side of the edge of the prefabricated column, the connecting steel bar 6 is tightly propped against the C-shaped anchor 13 on the edge of the column, and the nuts 10 and 12 are screwed tightly and tightly attached to the edge of the column, the sunken step 5 and the protruding step 7.
The length of the end nut 9 is three times of that of a common nut with the same specification, an end plate slightly larger than the nut 10 is arranged at one end of the end nut, and after the bolt plate 11 is inserted into the bolt groove 8, the end nut 9 is unscrewed towards the direction of the empty groove 4 and is tightly attached to the bolt plate 11 in the empty groove.
The embodiments of the present invention are described in detail above with reference to the drawings, but the present invention is not limited to the described embodiments. It will be apparent to those skilled in the art that various changes, modifications, substitutions and alterations can be made in the embodiments without departing from the spirit and scope of the invention.
Claims (3)
1. Bolt reinforcing bar bolt prefabricated assembly timber structure beam column limit node, its characterized in that includes: the prefabricated wooden structure column, the prefabricated wooden structure beam, the connecting steel bar, the column side C-shaped anchor, the nut, the end nut and the bolt plate are arranged on the prefabricated wooden structure column;
the prefabricated wood structure column is provided with reinforcing steel bar holes in the node area;
the prefabricated wood structure column is provided with the column side C-shaped anchor at one side opposite to the connection of the prefabricated wood structure beam, and the column side C-shaped anchor is opposite to the reserved reinforcing steel bar hole;
a hollow groove is reserved at a position, which is a certain distance away from the section of the end part, of the upper part of the precast wood structure beam end, so that a sunken step is formed on the upper part of the precast wood structure beam end, the length of the hollow groove is slightly greater than the difference between the length of the connecting steel bar and the distance from the hollow groove to the section of the beam end, a protruding step is arranged on the lower part of the precast wood structure beam end, steel bar holes are reserved in the sunken step and the protruding step, and a bolt plate groove is reserved in the rear parts of the sunken step and the protruding step;
the bolt plate is inserted into the bolt plate groove;
threaded sections are arranged at two ends of the connecting steel bar and inserted into the reserved steel bar holes;
the nuts are screwed on the thread sections at the two ends of the connecting steel bars, the nuts are tightly attached to the sunken steps and the protruding steps at the connecting side of the prefabricated wood structure columns and the prefabricated wood structure beams, and the nuts are tightly attached to the prefabricated wood structure columns at one side of the C-shaped anchors;
the end nut is screwed at one end of the connecting steel bar, which is positioned at the empty groove, and is tightly attached to the bolt plate;
when the precast wood structural beam is not installed at a preset position, the connecting steel bar is placed in the empty groove;
after the prefabricated wooden structural beam is hoisted to a preset position, the connecting steel bar penetrates through the reserved steel bar hole, the end part of the connecting steel bar is tightly attached to the C-shaped anchor at the column edge, the nut is screwed, the bolt plate is inserted into the bolt plate groove, and the end nut is unscrewed towards the direction of the empty groove and tightly attached to the bolt plate in the empty groove.
2. The precast assembled wood structure beam column side node of bolt reinforcing bar bolt of claim 1, characterized in that: and epoxy glue is coated on the part of the plug pin plate inserted into the plug pin plate groove.
3. The precast assembled wood structure beam column side node of bolt reinforcing bar bolt of claim 1, characterized in that: the length of the end nut is three times of that of a common nut with the same specification, and an end plate slightly larger than the end nut is arranged at one end of the end nut.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710342260.0A CN108867873B (en) | 2017-05-16 | 2017-05-16 | Bolt reinforcing steel bar bolt prefabricated assembly wood structure beam column side node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710342260.0A CN108867873B (en) | 2017-05-16 | 2017-05-16 | Bolt reinforcing steel bar bolt prefabricated assembly wood structure beam column side node |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108867873A CN108867873A (en) | 2018-11-23 |
| CN108867873B true CN108867873B (en) | 2021-05-11 |
Family
ID=64320752
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710342260.0A Active CN108867873B (en) | 2017-05-16 | 2017-05-16 | Bolt reinforcing steel bar bolt prefabricated assembly wood structure beam column side node |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108867873B (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109296079B (en) * | 2018-11-24 | 2024-04-16 | 沈阳建筑大学 | Assembled wood structure beam column connected node |
| CN113062458B (en) * | 2021-04-02 | 2022-06-03 | 西南科技大学 | Ground tackle and wood structure connecting node with same |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS55159072A (en) * | 1979-05-29 | 1980-12-10 | Masayuki Kida | Method of constructing reinforced concrete structure |
| CN2797476Y (en) * | 2005-04-22 | 2006-07-19 | 北京工业大学 | Mixed jointing node of assembled concrete frame structure beam column |
| KR100875488B1 (en) * | 2007-07-13 | 2008-12-22 | 김범준 | Non-support form system and construction method using the same |
| CN103362210B (en) * | 2013-07-08 | 2015-06-10 | 中国矿业大学 | Prestress assembly frame structure |
| CN103556711A (en) * | 2013-10-15 | 2014-02-05 | 南京工业大学 | Fabricated wood structure embedded steel bar joint and construction method thereof |
| CN205875395U (en) * | 2016-08-02 | 2017-01-11 | 北京市建筑工程研究院有限责任公司 | Prestressing force is from restoring to throne assembled concrete frame beam column node |
-
2017
- 2017-05-16 CN CN201710342260.0A patent/CN108867873B/en active Active
Also Published As
| Publication number | Publication date |
|---|---|
| CN108867873A (en) | 2018-11-23 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN108951886B (en) | Prefabricated assembled concrete anti-seismic node | |
| CN113323149B (en) | Laminated wood prestressed casing bolt joint and construction method thereof | |
| CN108867886B (en) | Node in bolt reinforcing bar bolt prefabricated assembly timber structure beam column | |
| CN111809734B (en) | Supporting building with tension-compression reversing characteristic and assembling method thereof | |
| CN108867873B (en) | Bolt reinforcing steel bar bolt prefabricated assembly wood structure beam column side node | |
| CN210887565U (en) | Assembled bolted connection roof beam-post node | |
| CN210086553U (en) | Dry-type connected precast concrete wall and foundation connection node | |
| CN111851737A (en) | Assembled concrete frame beam column trunk type connecting joint | |
| CN104032832A (en) | Post-tensioning method prestress bamboo-wood framework | |
| CN110284725B (en) | Reinforced concrete frame node beam hogging moment assembly steel structure and reinforcing method thereof | |
| CN108867861B (en) | Bolt reinforcing bar bolt prefabricated assembly concrete beam column side node | |
| CN108951882B (en) | Bolt reinforcing bar bolt prefabricated assembly timber structure column base node | |
| CN109098277B (en) | Bolt reinforcing bar bolt assembled concrete frame beam column node | |
| CN212506738U (en) | Semi-rigid hinge joint with prefabricated part dry connection and hinge first and then rigid | |
| CN108867682B (en) | Bolt reinforcing bar bolt prefabricated assembly concrete column base node | |
| CN109024884B (en) | Node in bolt reinforcing bar bolt prefabricated assembly concrete beam column | |
| CN209907580U (en) | Bamboo-concrete composite structure that gluing formula is connected | |
| CN212582954U (en) | Concrete split mortise-tenon joint structure | |
| CN211898904U (en) | Joint connecting mechanism with consistent strength grade at concrete beam column joint | |
| CN212317149U (en) | Assembled concrete frame beam column trunk type connecting joint | |
| CN110863567A (en) | Can regulate and control prestressing force steel filling plate bolted connection beam column device | |
| CN217896779U (en) | Wood structure post installation connection structure | |
| CN215053988U (en) | Connecting piece and connecting structure of prefabricated part | |
| CN221276934U (en) | Steel structure wall | |
| CN218562664U (en) | Assembled profiled steel sheet-concrete shear force wall |
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 | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |