CN110387971A - A kind of wooden tension string beam structure fixing pot type rubber support node of assembled Long span - Google Patents
A kind of wooden tension string beam structure fixing pot type rubber support node of assembled Long span Download PDFInfo
- Publication number
- CN110387971A CN110387971A CN201910520307.7A CN201910520307A CN110387971A CN 110387971 A CN110387971 A CN 110387971A CN 201910520307 A CN201910520307 A CN 201910520307A CN 110387971 A CN110387971 A CN 110387971A
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- China
- Prior art keywords
- pot type
- type rubber
- wooden
- long span
- fixing pot
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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
- E04B1/38—Connections for building structures in general
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The present invention relates to a kind of wooden tension string beam structure fixing pot type rubber support nodes of assembled Long span to be arranged embedded board on bracket including the bracket being fixedly arranged on concrete column；It is equipped with fixing pot type rubber support on embedded board, support base is connected on fixing pot type rubber support, support base is rotatablely connected by support pin shaft and connecting plate；The present invention passes through the setting wooden tension string beam structure fixing pot type rubber support node of assembled Long span, the load for being able to achieve the wooden tension string beam structure of assembled Long span is reliably delivered on main structure object, play the bearing wooden tension string beam structure system of assembled Long span, there is good elasticity to adapt to the rotation at the wooden beam string end of assembled Long span and with the biggish shear-deformable horizontal displacement to meet superstructure simultaneously, there is stronger application to engineering practice prospect and economic benefit.
Description
Technical field
The invention belongs to architecture production technical fields, and in particular to a kind of wooden tension string beam structure of assembled Long span is fixed
Pot rubber bearing node.
Background technique
The wooden tension string beam structure of assembled Long span is by the wooden beam string of Long span as load-bearing skeleton, the cloth on skeleton
The membrane material being tensioned by design requirement is set, membrane material, which mainly rises, to be gone along with sb. to guard him and decoration function.The wooden tension string beam structure of assembled Long span is logical
It is often supported on main structure object, (such as wind load, geological process, temperature effect the are inferior) main body under external load action
It would generally deform and be displaced on works, deformation and displacement can be acted on to the wooden tension string beam structure of assembled Long span
On, it will lead to the wooden tension string beam structure of assembled Long span and generate biggish internal force and deformation.Therefore safe and reliable reasonable biography
Pass external loads act on assembled Long span wooden tension string beam structure to main structure object become assembled Long span it is wooden
The key of tension string beam structure.
In current longspan structure, typically using rigid material (such as steel construction) be used as main arch, national standard,
In the data such as specification, atlas, construction way both for rigid material (such as steel construction) as main arch, therefore for assembled
The wooden tension string beam structure reference of Long span is little；Therefore lead to that engineering foundation rigidity is big, overall cost is high, construction period
Length, construction risk are big.
In view of the above technical problems, it therefore needs to improve.
Summary of the invention
Object of the present invention is to solve prior art difficult point, safe and reliable one kind, Path of Force Transfer clear and rational, construction are provided
Simple structure is convenient, is easy to implement the wooden tension string beam structure fixing pot type rubber of assembled Long span of building site realization prefabricated construction
Glue support node.
In order to reach the goals above, the technical scheme adopted by the invention is that: a kind of wooden beam string of assembled Long span
Embedded board is arranged on bracket including the bracket being fixedly arranged on concrete column in structure fixing pot type rubber support node；On embedded board
It is equipped with fixing pot type rubber support, support base is connected on fixing pot type rubber support, support base passes through support pin shaft and company
Fishplate bar rotation connection.
As a kind of preferred embodiment of the invention, assembling type wooden beam string section is bolted on the connecting plate,
The assembling type wooden beam string section combines beam string section by multistage on an equal basis and is formed by connecting, and passes through metal between adjacent beam string section
Connector is attached with the wooden component with bolt fastening.
As a kind of preferred embodiment of the invention, the support base includes the opposite gusset plate laid, and gusset plate is fixedly arranged on
On fixing pot type rubber support, gusset plate outside vertical is installed with first plus through rib.
As a kind of preferred embodiment of the invention, described first plus rib is provided with 4 pieces, is symmetrically laid in gusset plate two
Side.
As a kind of preferred embodiment of the invention, it is installed with second on the connecting plate plus through rib, second plus offsets through rib
In in assembling type wooden beam string section.
As a kind of preferred embodiment of the invention, the connecting plate bottom connects drag-line by pin shaft.
As a kind of preferred embodiment of the invention, the fixing pot type rubber support includes top plate, is provided with below top plate
Middle steel plate, middle steel plate lower section are provided with rubber slab, are provided with bottom basin below rubber slab.
As a kind of preferred embodiment of the invention, the first chimb is set, the first chimb fits in rubber above the bottom basin
On plate, sealing ring is provided on rubber slab, sealing ring fits in middle steel plate and the first chimb junction.
As a kind of preferred embodiment of the invention, stainless steel slide plate and tetrafluoro are provided between the middle steel plate and top plate
Plate, stainless steel slide plate are located above tetrafluoro plate.
As a kind of preferred embodiment of the invention, PE sheath is socketed on the outside of the drag-line.
The beneficial effects of the present invention are: the present invention passes through the setting wooden tension string beam structure fixing pot type rubber of assembled Long span
Glue support node, the load for being able to achieve the wooden tension string beam structure of assembled Long span are reliably delivered on main structure object, are risen
To the bearing wooden tension string beam structure system of assembled Long span, while having good elasticity wooden to adapt to assembled Long span
The rotation at beam string end and with the biggish shear-deformable horizontal displacement to meet superstructure.The node has safety can
Lean on, Path of Force Transfer clear and rational, constructing structure is simple and convenient, be easy to implement building site realize prefabricated construction the advantages that, have compared with
Strong application to engineering practice prospect and economic benefit.
Detailed description of the invention
Fig. 1 is overall structure diagram of the embodiment of the present invention；
Fig. 2 is node structure schematic diagram of the embodiment of the present invention；
Fig. 3 is connection detail of the embodiment of the present invention；
Fig. 4 is A-A structure sectional view of the embodiment of the present invention；
Fig. 5 is B-B structure sectional view of the embodiment of the present invention；
Fig. 6 is fixing pot type rubber support structural schematic diagram of the embodiment of the present invention；
Fig. 7 is connecting board structure schematic diagram of the embodiment of the present invention；
Fig. 8 is bracket structure schematic diagram of the embodiment of the present invention；
Fig. 9 is C-C structure sectional view of the embodiment of the present invention；
Appended drawing reference in figure: support base 1, beam string section 2, connecting plate 3, drag-line 4, bracket 5, concrete column 6 support pin shaft
7, first adds through rib 8, and second adds through rib 9, pin shaft 10, bolt 11, fixing pot type rubber support 18, gusset plate 20, top plate 180,
Middle steel plate 181, rubber slab 182, bottom basin 183, sealing ring 184, the first chimb 187, stainless steel slide plate 188, tetrafluoro plate 189.
Specific embodiment
It elaborates with reference to the accompanying drawing to the embodiment of the present invention.
Embodiment: as shown in figs 1-9, a kind of wooden tension string beam structure fixing pot type rubber support section of assembled Long span
Embedded board 16 is arranged on bracket 5 including the bracket 5 being fixedly arranged on concrete column 6 in point；Fixing pot type is equipped on embedded board 16
Rubber support 18, support base 1 is connected on fixing pot type rubber support 18, and support base 1 passes through support pin shaft 7 and 3 turns of connecting plate
Dynamic connection；Wherein, bracket 5 are reinforced concrete structure brackets, the embedded board 16 of pre-buried steel material in the top surface of bracket；In advance
Buried plate 16, is the steel plate of standard rectangular cross-section steel material, and steel plate is connected as whole mechanical anchor by plug welding of perforating with dowel
In bracket；Support base 1 is the steel plate composition for the steel material that middle part position offers pin shaft hole；Pin shaft 7 is supported, is mark
Support base 1 and connecting plate 3 are connected as entirety, make to do relative motion between its plate, constitute hinge by the fastener of standardization
Connection；Connecting plate 3, section form are the steel plate compositions of the steel material of abnormity.
The present invention is able to achieve dress by the setting wooden tension string beam structure fixing pot type rubber support node of assembled Long span
Load with the wooden tension string beam structure of formula Long span is reliably delivered on main structure object, plays bearing assembled Long span wood
Matter tension string beam structure system, while having good elasticity to adapt to the rotation at the wooden beam string end of assembled Long span and have
The biggish shear-deformable horizontal displacement to meet superstructure.The node have it is safe and reliable, Path of Force Transfer clear and rational, apply
Work simple structure is convenient, is easy to implement building site the advantages that realizing prefabricated construction, have stronger application to engineering practice prospect and
Economic benefit.
It is linked and packed the wooden beam string section 100 of formula on connecting plate 3 by bolt 11, the assembling type wooden beam string section
100 combine beam string section 2 by multistage on an equal basis is formed by connecting, and is used between adjacent beam string section 2 by metal connecting piece and the wooden component
Bolt fastening is attached；Wherein Long span assembling type wooden beam string section uses the combination of same material, equality strength grade
Laminated wood composition, wherein the girder of the wooden tension string beam structure of assembled Long span uses identical wooden frame section group in varying numbers
At along component longitudinal axis, the strong ties mode such as connecting plate and the use of wooden frame end will by plain bolt in timber rift grain direction
Wooden frame section and connecting plate are connected as an entirety.
The beam-ends of assembled laminated wood tension string beam structure of the invention is spliced by the wooden beam string beam section, this diagram
Every group of beam string beam-ends is composed of the beam-ends of 6 laminated wood tension string beam structures in meaning, realizes the assembly of beam string, thus shape
At Long span assembled laminated wood tension string beam structure.
Support base 1 includes the opposite gusset plate 20 laid, and support pin shaft 7 passes through 2 pieces of gusset plates, and is rotationally connected with section
In contact plate, gusset plate 20 is fixedly arranged on fixing pot type rubber support 18, and 20 outside vertical of gusset plate is installed with first plus through rib 8；
First plus rib 8 is provided with 4 pieces, is symmetrically laid in 20 two sides of gusset plate, second is installed on connecting plate 3 plus through rib 9, second plus
It is butted in assembling type wooden beam string section 100 through 9 phase of rib；Wherein, first plus through rib 8 and second plus through rib 9, section form is
The steel plate of the rectangular section steel material of corner cut forms.
3 bottom of connecting plate connects drag-line 4 by pin shaft 10；Pin shaft 10 is standardized fastener, by connecting plate 3 and is drawn
Rope 4 is connected as entirety, makes to do relative motion between its plate, structure is in the hinge connection.
Fixing pot type rubber support 18, be with the vertical carrying of transmitting, vertical rotating and single direction slip property at
Product fixing pot type rubber support；Fixing pot type rubber support 18 can be according to design drawing with reference to Related product model selection finished product peace
Dress；It is an entirety, rubber support top plate and gusset plate and ribbed stiffener that rubber support bottom basin and embedded board, which pass through fillet weld weld all around,
Contact site is an entirety by fillet weld weld all around；Fixing pot type rubber support 18 includes top plate 180, is set below top plate 180
It is equipped with middle steel plate 181, rubber slab 182 is provided with below middle steel plate 181, bottom basin 183 is provided with below rubber slab 182；Institute
It states and the first chimb 187 is set above bottom basin 183, the first chimb 187 is fitted on rubber slab 182, is provided on rubber slab 182 close
Seal 184, sealing ring 184 fit in 187 junction of middle steel plate 181 and the first chimb；Middle steel plate 181 and top plate 180 it
Between be provided with stainless steel slide plate 188 and tetrafluoro plate 189, stainless steel slide plate 188 is located at 189 top of tetrafluoro plate.
PE sheath is socketed on the outside of drag-line 4；By adopting the above technical scheme, PE sheath makes drag-line 4 by twist distortion
When generate corresponding deformation with reduce PE sheath stress point hardness damage, guarantee PE sheath mechanical damping characteristic while,
The bend performance for improving drag-line 4, further increases the working performance of drag-line 4, can protect to a certain extent to drag-line 4
While can also play the role of mechanical damping, final realize guarantees the compact of 4 internal structure of drag-line, improves the bending resistance of drag-line 4
Bent and damage-retardation performance purpose.
The foregoing description of the disclosed embodiments enables those skilled in the art to implement or use the present invention.
Various modifications to these embodiments will be readily apparent to those skilled in the art, as defined herein
General Principle can be realized in other embodiments without departing from the spirit or scope of the present invention；Therefore, of the invention
It is not intended to be limited to the embodiments shown herein, and is to fit to and the principles and novel features disclosed herein phase one
The widest scope of cause.
Although appended drawing reference in figure is used more herein: support base 1, beam string section 2, connecting plate 3, drag-line 4, bracket
5, concrete column 6 supports pin shaft 7, and first plus through rib 8, second plus through rib 9, pin shaft 10, bolt 11, fixing pot type rubber support
18, gusset plate 20, top plate 180, middle steel plate 181, rubber slab 182, bottom basin 183, sealing ring 184, the first chimb 187 is stainless
Steel slide plate 188, the equal terms of tetrafluoro plate 189, but it does not exclude the possibility of using other terms；It the use of these terms is only to be
It is more convenient to describe and explain essence of the invention；Being construed as any additional limitation all is and present invention essence
What mind was disagreed.
Claims (10)
1. a kind of wooden tension string beam structure fixing pot type rubber support node of assembled Long span, it is characterised in that: including fixed
In setting embedded board (16) on the bracket (5) on concrete column (6), bracket (5)；Embedded board is equipped with fixing pot type rubber on (16)
Glue support (18) is connected with support base (1) on fixing pot type rubber support (18), and support base (1) is by support pin shaft (7) and even
Fishplate bar (3) rotation connection.
2. the wooden tension string beam structure fixing pot type rubber support node of a kind of assembled Long span according to claim 1,
It is characterized by: be linked and packed the wooden beam string section (100) of formula on the connecting plate (3) by bolt (11), the assembled
Wooden beam string section (100) combines beam string section (2) by multistage on an equal basis and is formed by connecting, and passes through gold between adjacent beam string section (2)
Belong to connector and is attached with the wooden component with bolt fastening.
3. the wooden tension string beam structure fixing pot type rubber support node of a kind of assembled Long span according to claim 1,
It is characterized by: the support base (1) includes the opposite gusset plate (20) laid, gusset plate (20) is fixedly arranged on fixing pot type rubber
On support (18), gusset plate (20) outside vertical is installed with first plus through rib (8).
4. the wooden tension string beam structure fixing pot type rubber support node of a kind of assembled Long span according to claim 3,
It is characterized by: described first plus through rib (8) being provided with 4 pieces, it is symmetrically laid in gusset plate (20) two sides.
5. the wooden tension string beam structure fixing pot type rubber support node of a kind of assembled Long span according to claim 1,
It is characterized by: being installed with second on the connecting plate (3) plus through rib (9), second plus assembling type wooden is mutually butted on through rib (9)
In string beam section (100).
6. the wooden tension string beam structure fixing pot type rubber support node of a kind of assembled Long span according to claim 5,
It is characterized by: connecting plate (3) bottom passes through pin shaft (10) connection drag-line (4).
7. the wooden tension string beam structure fixing pot type rubber support node of a kind of assembled Long span according to claim 1,
It is characterized by: the fixing pot type rubber support (18) includes top plate (180), middle steel plate is provided with below top plate (180)
(181), it is provided with rubber slab (182) below middle steel plate (181), is provided with bottom basin (183) below rubber slab (182).
8. the wooden tension string beam structure fixing pot type rubber support node of a kind of assembled Long span according to claim 7,
It is characterized by: the first chimb (187) are arranged above the bottom basin (183), the first chimb (187) fits in rubber slab (182)
On, it is provided on rubber slab (182) sealing ring (184), sealing ring (184) fits in middle steel plate (181) and the first chimb
(187) junction.
9. the wooden tension string beam structure fixing pot type rubber support node of a kind of assembled Long span according to claim 8,
It is characterized by: being provided with stainless steel slide plate (188) and tetrafluoro plate between the middle steel plate (181) and top plate (180)
(189), stainless steel slide plate (188) is located above tetrafluoro plate (189).
10. the wooden tension string beam structure fixing pot type rubber support node of a kind of assembled Long span according to claim 6,
It is characterized by: being socketed with PE sheath on the outside of the drag-line (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910520307.7A CN110387971A (en) | 2019-06-17 | 2019-06-17 | A kind of wooden tension string beam structure fixing pot type rubber support node of assembled Long span |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910520307.7A CN110387971A (en) | 2019-06-17 | 2019-06-17 | A kind of wooden tension string beam structure fixing pot type rubber support node of assembled Long span |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110387971A true CN110387971A (en) | 2019-10-29 |
Family
ID=68285391
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910520307.7A Pending CN110387971A (en) | 2019-06-17 | 2019-06-17 | A kind of wooden tension string beam structure fixing pot type rubber support node of assembled Long span |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110387971A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115288295A (en) * | 2022-07-07 | 2022-11-04 | 上海宝冶集团有限公司 | Aluminum alloy sphere support system |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2388218Y (en) * | 1999-09-24 | 2000-07-19 | 邢月英 | Single-way moving highway bridge basin-type rubber bearing |
| CN203393608U (en) * | 2013-07-30 | 2014-01-15 | 浙江秦山橡胶工程股份有限公司 | Damping fixed basin type rubber support |
| CN203393607U (en) * | 2013-07-30 | 2014-01-15 | 浙江秦山橡胶工程股份有限公司 | Unidirectional movable pot type rubber support |
| CN203904824U (en) * | 2014-03-21 | 2014-10-29 | 衡水众志橡胶科技开发有限公司 | One-way movable warning support |
| CN208152606U (en) * | 2017-11-24 | 2018-11-27 | 温州东瓯建设集团有限公司 | Beam-string structure system in portal-rigid frames reinforcing |
-
2019
- 2019-06-17 CN CN201910520307.7A patent/CN110387971A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2388218Y (en) * | 1999-09-24 | 2000-07-19 | 邢月英 | Single-way moving highway bridge basin-type rubber bearing |
| CN203393608U (en) * | 2013-07-30 | 2014-01-15 | 浙江秦山橡胶工程股份有限公司 | Damping fixed basin type rubber support |
| CN203393607U (en) * | 2013-07-30 | 2014-01-15 | 浙江秦山橡胶工程股份有限公司 | Unidirectional movable pot type rubber support |
| CN203904824U (en) * | 2014-03-21 | 2014-10-29 | 衡水众志橡胶科技开发有限公司 | One-way movable warning support |
| CN208152606U (en) * | 2017-11-24 | 2018-11-27 | 温州东瓯建设集团有限公司 | Beam-string structure system in portal-rigid frames reinforcing |
Non-Patent Citations (4)
| Title |
|---|
| 丁生根: "南京会展中心主展厅屋架结构设计", 《空间结构》 * |
| 曹迎春主编: "《大跨度建筑施工技术手册》", 31 July 2003, 当代中国音像出版社 * |
| 王世斌等: "某酒店双塔结构及大跨屋盖的设计与分析", 《四川建筑科学研究》 * |
| 黄明鑫主编: "《大型张弦梁结构的设计与施工》", 31 March 2005, 山东科学技术出版社 * |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115288295A (en) * | 2022-07-07 | 2022-11-04 | 上海宝冶集团有限公司 | Aluminum alloy sphere support system |
| CN115288295B (en) * | 2022-07-07 | 2024-02-09 | 上海宝冶集团有限公司 | Aluminum alloy sphere supporting system |
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Application publication date: 20191029 |
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| RJ01 | Rejection of invention patent application after publication |