CN110387969A - A kind of wooden tension string beam structure one-way movable basin type rubber joint construction method of assembled Long span - Google Patents
A kind of wooden tension string beam structure one-way movable basin type rubber joint construction method of assembled Long span Download PDFInfo
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- CN110387969A CN110387969A CN201910520308.1A CN201910520308A CN110387969A CN 110387969 A CN110387969 A CN 110387969A CN 201910520308 A CN201910520308 A CN 201910520308A CN 110387969 A CN110387969 A CN 110387969A
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- ribbed stiffener
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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
- E04B1/36—Bearings or like supports allowing movement
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Abstract
The present invention relates to a kind of wooden tension string beam structure one-way movable basin type rubber joint construction methods of assembled Long span, comprising the following steps: step 1: support bracket reinforcing bar is bound simultaneously with main structure column reinforcing bar；Step 2: the measurement and positioning of embedded board, the production of embedded board, embedded board are fixed temporarily；Step 3: support bracket supporting module；Pour bracket concrete；Demoulding and embedded board removing surface；Step 4: installation one-way movable basin type rubber；Make gusset plate and ribbed stiffener；Welding node plate and ribbed stiffener are whole；Compared with prior art, construction method of the invention can effectively ensure that the construction quality of the wooden tension string beam structure one-way movable basin type rubber node of assembled Long span, multiple steps, which can synchronize progress, can intert progress, effectively save duration, improve the construction efficiency of construction enterprises, prefabricated construction is realized, 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 unidirectional
Movable pot rubber bearing joint construction method.
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, the assembled Long span wood under external loads (such as dead load, live load, wind load) effect
Biggish vertical load and horizontal loading would generally be generated on matter tension string beam structure, stress is larger at support node, joint structure
It is complicated.Meanwhile being supported on main structure object and can also generate biggish deformation and internal force under external load action, in load action
Under how main structure object and the wooden tension string beam structure of assembled Long span to be reliably constructed into as difficult point and key point, it is special
It is not to select suitable construction requiring to participate in coordinating the deformation at both ends on main structure object and vibrating generated action effect
Method is extremely important.
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 and to provide a kind of wooden tension string beam structure of assembled Long span unidirectional
Movable pot rubber bearing joint construction method meets the wooden tension string beam structure Project design requirement of assembled Long span.
In order to reach the goals above, the technical scheme adopted by the invention is that:
A kind of wooden tension string beam structure one-way movable basin type rubber joint construction method of assembled Long span, including with
Lower step:
Step 1, support bracket reinforcing bar are bound simultaneously with main structure column reinforcing bar, are referred to according to construction drawing and specification mark
The longitudinally, laterally reinforcing bar and longitudinal reinforcement, moment reinforcement and stirrup at bracket of the synchronous constructions concrete column such as quasi- atlas；
Step 2, the measurement and positioning of embedded board are referred to and are released in embedded board installation using total station or theodolite
Heart line and plan-position, with steel tape or the elevation control of level measurement embedded board plate face；
Step 3, the production of embedded board refer to that the steel plate of production standard rectangular cross-section steel material, steel plate pass through with dowel
Perforation plug welding is connected as entirety；
Step 4, embedded board are fixed temporarily；
Step 5, support bracket supporting module mainly use glued board according to the support bracket shape in design drawing
Supporting module；
Step 6 pours bracket concrete, refers to support bracket supporting module, the production of embedded board and positioning by checking
After examination, casting concrete simultaneously is reinforced vibrating, and smoothes out and wait concrete to complete final set knot after pouring；
Step 7, demoulding and embedded board removing surface are to clear up laitance, spot etc. at the embedded board plate face to bracket to make it
Surfacing is cleaned and carries out finished product protection；
Step 8 installs one-way movable basin type rubber, be will install the bottom basin of one-way movable basin type rubber with
Embedded board is an entirety by fillet weld weld all around；
Step 9 makes gusset plate and ribbed stiffener, mainly according to drawing requirement, completes the system of gusset plate and ribbed stiffener
Make；
Step 10, welding node plate and ribbed stiffener are entirety, mainly according to the position while welding and weld seam indicated in drawing
Gusset plate and ribbed stiffener are whole by fillet weld seam by grade；
Step 11, welding one-way movable basin type rubber and gusset plate, ribbed stiffener are entirety, mainly by step
(10) it is an entirety that integral node plate and ribbed stiffener and one-way movable basin type rubber top plate in, which pass through fillet weld weld all around,；
Step 12 makes assembling type wooden beam string section, mainly make same material, same strong according to drawing
Spend the assembling type wooden beam string section of the combination laminated wood composition of grade；
Step 13 makes connecting plate and ribbed stiffener, mainly according to drawing requirement, completes the system of connecting plate and ribbed stiffener
Make；
Step 14, welded connecting plate and ribbed stiffener are entirety, mainly according to the position while welding and weldering indicated in drawing
It is whole by fillet weld seam that grade, which is stitched, by connecting plate and ribbed stiffener；
Step 15, plain bolt is fixed temporarily assembling type wooden beam string section and connecting plate and ribbed stiffener is whole, master
Refer to and completes plain bolt to be fixed temporarily assembling type wooden beam string section with connecting plate and ribbed stiffener to be entirety according to drawing, it is general
Logical bolt is completed just to twist；
Step 10 six, lifting assembling type wooden beam string section and connecting plate and ribbed stiffener refer to that the reasonable lifting of selection is set
Standby lifting forms whole wooden beam string section and connecting plate and ribbed stiffener, completes interim lifting；
Step 10 seven, the wooden beam string section of pin shaft fixing assembling formula and support refer to pin shaft fixing assembling formula wooden
String beam section is attached with bottom production, is fixed together by pin shaft, is completed the construction at support.
The beneficial effects of the present invention are:
Compared with prior art, construction method of the invention can effectively ensure that the wooden tension string beam structure list of assembled Long span
To the construction quality of movable pot rubber bearing node, multiple steps, which can synchronize progress, can intert progress, effectively save duration,
The construction efficiency of construction enterprises is improved, prefabricated construction is realized, there is stronger application to engineering practice prospect and economic effect
Benefit.
Detailed description of the invention
Fig. 1 is overall structure diagram of the embodiment of the present invention；
Fig. 2 is construction process figure of the embodiment of the present invention；
Fig. 3 is node structure schematic diagram of the embodiment of the present invention；
Fig. 4 is connection detail of the embodiment of the present invention；
Fig. 5 is A-A structure sectional view of the embodiment of the present invention；
Fig. 6 is B-B structure sectional view of the embodiment of the present invention；
Fig. 7 is one-way movable basin type rubber structural schematic diagram of the embodiment of the present invention；
Fig. 8 is connecting board structure schematic diagram of the embodiment of the present invention；
Fig. 9 is bracket structure schematic diagram of the embodiment of the present invention；
Figure 10 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 plus through rib 8, second plus through rib 9, pin shaft 10, bolt 11, one-way movable basin type rubber 17, gusset plate 20, top plate
170, middle steel plate 171, rubber slab 172, bottom basin 173, the second chimb 174, lateral steel bar 175, tetrafluoro draw runner 176, first is convex
Side 177, stainless steel slide plate 178, tetrafluoro plate 179.
Specific embodiment
It elaborates with reference to the accompanying drawing to the embodiment of the present invention.
Embodiment: such as Fig. 1, shown in 3-10, a kind of wooden tension string beam structure one-way movable basin type rubber of assembled Long span
Embedded board 16 is arranged on bracket 5 including the bracket 5 being fixedly arranged on concrete column 6 in support node；List is equipped on embedded board 16
To movable pot rubber bearing 17, support base 1 is connected on one-way movable basin type rubber 17, support base 1 passes through supporting pin
Axis 7 and connecting plate 3 are rotatablely connected；Wherein, bracket 5 are reinforced concrete structure brackets, in the pre-buried steel material in the top surface of bracket
Embedded board 16；Embedded board 16, is the steel plate of standard rectangular cross-section steel material, and steel plate is connected as with dowel by plug welding of perforating
Entirety is mechanical anchoring in bracket；Support base 1 is the steel plate composition for the steel material that middle part position offers pin shaft hole；Branch
Pin shaft 7 is supportted, is standardized fastener, support base 1 and connecting plate 3 are connected as entirety, makes to do between its plate opposite
Movement, structure are in the hinge connection；Connecting plate 3, section form are the steel plate compositions of the steel material of abnormity.
The present invention passes through the invention kind wooden tension string beam structure one-way movable basin type rubber node of assembled Long span, energy
Realize the wooden tension string beam structure of assembled Long span load be reliably delivered to main structure object, play bearing assembled greatly across
The wooden tension string beam structure system of diameter, at the same have it is good elasticity with adapt to the wooden beam string end of assembled Long span rotation and
With the biggish shear-deformable horizontal displacement to meet superstructure.There is the node safe and reliable, Path of Force Transfer clearly to close
Reason, constructing structure is simple and convenient, is easy to implement the advantages that building site realization prefabricated construction, before having stronger application to engineering practice
Scape 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 2 pieces of symmetrical gusset plates 20, and support pin shaft 7 passes through 2 pieces of gusset plates, and is rotationally connected with
On gusset plate, it is installed with first on the outside of 2 pieces of gusset plates plus through rib 8, first plus rib 8 is provided with 4 pieces, first plus right through rib 8
Title is laid in 1 two sides of support base；It is installed with second on connecting plate 3 plus through rib 9, second plus is butted on assembling type wooden through 9 phase of rib
In string beam section 100；Wherein, first plus through rib 8 and second plus through rib 9, section form is the rectangular section steel material of corner cut
Steel plate composition.
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.
One-way movable basin type rubber 17 is that have the vertical carrying of transmitting, vertical rotating and single direction slip property
Finished product one-way movable basin type rubber；It is one that one-way movable basin type rubber bottom basin and embedded board, which pass through fillet weld weld all around,
Whole, one-way movable basin type rubber top plate is one whole by fillet weld weld all around with gusset plate and ribbed stiffener contact site
Body；One-way movable basin type rubber 17 includes top plate 170, is provided with middle steel plate 171, middle steel plate 171 below top plate 170
Lower section is provided with rubber slab 172, and bottom basin 173 is provided with below rubber slab 172；First chimb 177 is set above bottom basin 173, the
One chimb 177 fits on rubber slab 172, is provided with tetrafluoro draw runner 176 on the outside of the first chimb 177；It is provided with below top plate 170
Second chimb 174 is provided with lateral steel bar 175 on the inside of second chimb 174, and lateral steel bar 175 is in contact with tetrafluoro draw runner 176；
Stainless steel slide plate 178 and tetrafluoro plate 179 are provided between middle steel plate 171 and top plate 170, stainless steel slide plate 178 is located at tetrafluoro
179 top of 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.
As shown in Fig. 2, a kind of wooden tension string beam structure one-way movable basin type rubber node construction of assembled Long span
Method, comprising the following steps:
Step 1, support bracket reinforcing bar are bound simultaneously with main structure column reinforcing bar, are referred to according to construction drawing and specification mark
The longitudinally, laterally reinforcing bar and longitudinal reinforcement, moment reinforcement and stirrup at bracket of the synchronous constructions concrete column such as quasi- atlas are such as schemed
Shown in 9, structure stress is complicated at bracket section, reinforcing bar density is larger, reinforcing bar type is more, and quality requirement is high.Bind bracket steel
It should be required to draw large scale joint reinforcing bar layout drawing according to actual size according to bracket construction drawing when muscle, make the sky of each reinforcing bar in order
Between position and put sequence, can be by 1:1 setting-out, it is ensured that built-in fitting is smoothly put well.
Step 2, the measurement and positioning of embedded board are referred to and are released in embedded board installation using total station or theodolite
Heart line and plan-position, with steel tape or the elevation control of level measurement embedded board plate face；In the bracket of installation embedded board
On mark lower pre-embedded steel slab " cross " center line, and " cross " code line corresponding with center line is arranged according to pre-embedded steel slab absolute altitude.
Step 3, the production of embedded board refer to the steel plate of production standard rectangular cross-section steel material, steel as shown in Figure 10
Plate is connected as entirety by plug welding of perforating with dowel.
Step 4, prefabricated board are fixed temporarily.
Step 5, support bracket supporting module mainly use glued board according to the support bracket shape in design drawing
Supporting module supports the common lumps of wood, steel pipe and adjustable support, to guarantee bracket any surface finish, smooth, general bracket template selection
New glued board.After template is installed, it should clear up the sundries on template surface, be rinsed well with water pressure.
Step 6 pours bracket concrete, refers to support bracket supporting module, the production of embedded board and positioning by checking
After examination, casting concrete simultaneously is reinforced vibrating, and smoothes out and wait concrete to complete final set after pouring.To guarantee embedded board
The density of lower concrete, embedded board is displaced when avoiding pouring, it should take following measures: settable hopper valve controls coagulation
The speed of perfusion of soil, prevents the too fast blocking material mouth of blanking；It is vibrated using high-frequency vibrating head from central opening when pouring, coagulation
Soil flows around from center, and gas is from stomata and surrounding opening discharge in concrete, when concrete is full full, slurry along
Stomata and surrounding opening up emit, and at this moment stop blanking, centre vibrating head are extracted out, then vibrate along surrounding opening, between vibrating a little
Away from control between 30~40cm.In process of vibrating, vibrating time cannot be too long, and a spacing of vibrating can not be too small, otherwise holds
Concrete disintegration is easily caused, or leads to inject more air in concrete and causes concrete leakiness even hole.
Step 7, demoulding and embedded board removing surface are to clear up laitance, spot etc. at the embedded board plate face to bracket to make it
Surfacing is cleaned and carries out finished product protection.
Step 8 installs one-way movable basin type rubber, be will install the bottom basin of one-way movable basin type rubber with
Embedded board is an entirety by fillet weld weld all around.Before installation starts, after bracket concrete intensity reaches the 75% of intensity
One-way movable basin type rubber installation can be carried out, positioning repetition measurement is carried out before installation and is recorded, repetition measurement content includes built-in fitting mark
High, center and flatness.Repetition measurement can carry out one-way movable basin type rubber installation after meeting the requirements, and should incite somebody to action before installation
Embedded board is cleaned out；One-way movable basin type rubber is filled, lifting fortune is generally carried out using truck crane or construction site tower crane
Transport to installation position.The center of the center of one-way movable basin type rubber and embedded board is consistent, is passed through
After checking and checking and accepting, as shown in figure 4, it is an entirety that bottom basin and embedded board, which are passed through fillet weld weld all around,.
Step 9 makes gusset plate and ribbed stiffener, mainly according to drawing requirement, completes the system of gusset plate and ribbed stiffener
Make；
Step 10, welding node plate and ribbed stiffener are entirety, mainly according to the position while welding and weld seam indicated in drawing
Gusset plate and ribbed stiffener are whole by fillet weld seam by grade.
Step 11, welding one-way movable basin type rubber and gusset plate, ribbed stiffener are entirety, mainly by step 10
In integral node plate and ribbed stiffener and one-way movable basin type rubber top plate by fillet weld weld all around be an entirety；It is applying
Before weldering, it should whole gusset plate will be welded as, ribbed stiffener is reviewed and is checked, especially positioning and absolute altitude will be infused especially
Meaning；
Step 12 makes assembling type wooden beam string section, mainly make same material, same strong according to drawing
Spend the assembling type wooden beam string section of the combination laminated wood composition of grade.
Step 13 makes connecting plate and ribbed stiffener, mainly according to drawing requirement, completes the system of connecting plate and ribbed stiffener
Make；
Step 14, welded connecting plate and ribbed stiffener are entirety, mainly according to the position while welding and weldering indicated in drawing
It is whole by fillet weld seam that grade, which is stitched, by connecting plate and ribbed stiffener.
Step 15, plain bolt are fixed temporarily assembling type wooden beam string section and connecting plate and ribbed stiffener to be whole, such as
Shown in Fig. 1 and Fig. 8, be primarily referred to as completing according to drawing plain bolt be fixed temporarily assembling type wooden beam string section and connecting plate and
Ribbed stiffener is entirety, and plain bolt is completed just to twist.
Step 10 six, lifting assembling type wooden beam string section and connecting plate and ribbed stiffener refer to that the reasonable lifting of selection is set
Standby lifting forms whole wooden beam string section and connecting plate and ribbed stiffener, completes interim lifting.
Step 10 seven, the wooden beam string section of pin shaft fixing assembling formula and support refer to pin shaft fixing assembling formula wooden
String beam section is attached with bottom production, is fixed together by pin shaft, is completed the construction at support.
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, one-way movable basin type rubber
Support 17, gusset plate 20, top plate 170, middle steel plate 171, rubber slab 172, bottom basin 173, the second chimb 174, lateral steel bar
175, tetrafluoro draw runner 176, the first chimb 177, stainless steel slide plate 178, the equal terms of tetrafluoro plate 179, but be not precluded using other
A possibility that term；The use of these items is only for be more convenient to describe and explain essence of the invention；They are explained
It at any additional limitation is disagreed with spirit of that invention.
Claims (10)
1. a kind of wooden tension string beam structure one-way movable basin type rubber joint construction method of assembled Long span, feature exist
In: the following steps are included:
Step 1: support bracket reinforcing bar is bound simultaneously with main structure column reinforcing bar；
Step 2: the measurement and positioning of embedded board, the production of embedded board, embedded board are fixed temporarily；
Step 3: support bracket supporting module；Pour bracket concrete；Demoulding and embedded board removing surface；
Step 4: installation one-way movable basin type rubber；Make gusset plate and ribbed stiffener；Welding node plate is whole with ribbed stiffener
Body；
Step 5: welding one-way movable basin type rubber is whole with gusset plate, ribbed stiffener；
Step 6: production assembling type wooden beam string section；Make connecting plate and ribbed stiffener；Welded connecting plate is whole with ribbed stiffener
Body；
Step 7: it is whole that plain bolt, which is fixed temporarily assembling type wooden beam string section and connecting plate and ribbed stiffener,；
Step 8: lifting assembling type wooden beam string section and connecting plate and ribbed stiffener；
Step 9: the wooden beam string section of pin shaft fixing assembling formula and support.
2. the wooden tension string beam structure one-way movable basin type rubber section of a kind of assembled Long span according to claim 1
Point construction method, it is characterised in that: in step 1, support bracket reinforcing bar is bound simultaneously with main structure column reinforcing bar to be referred to according to applying
The longitudinally, laterally reinforcing bar and the longitudinal reinforcement at bracket of the synchronous constructions concrete column such as work drawing and codes and standards atlas, bending
Reinforcing bar and stirrup.
3. the wooden tension string beam structure one-way movable basin type rubber section of a kind of assembled Long span according to claim 1
Point construction method, it is characterised in that: in step 2, the measurement and positioning of embedded board are referred to and put using total station or theodolite
The center line of embedded board installation and plan-position out, with steel tape or the elevation control of level measurement embedded board plate face；In advance
The production of buried plate refers to that the steel plate of production standard rectangular cross-section steel material, steel plate are connected as with dowel by plug welding of perforating whole
Body.
4. the wooden tension string beam structure one-way movable basin type rubber section of a kind of assembled Long span according to claim 1
Point construction method, it is characterised in that: in step 3, support bracket supporting module, mainly according to the support ox in design drawing
Leg shape uses glued board supporting module；Bracket concrete is poured, refers to support bracket supporting module, the production of embedded board and fixed
Position smoothes out and waits concrete to complete final set knot by checking that casting concrete is simultaneously reinforced vibrating with after examination after pouring；
Demoulding and embedded board removing surface are to clear up laitance, spot etc. at the embedded board plate face to bracket to make its surfacing cleaning simultaneously
Carry out finished product protection.
5. the wooden tension string beam structure one-way movable basin type rubber section of a kind of assembled Long span according to claim 1
Point construction method, it is characterised in that: in step 4, install one-way movable basin type rubber, be that will install one-way movable benzvalene form
The bottom basin and embedded board of rubber support are an entirety by fillet weld weld all around；Make gusset plate and ribbed stiffener, mainly according to
Drawing requirement completes the production of gusset plate and ribbed stiffener；Welding node plate and ribbed stiffener be it is whole, mainly according to being infused in drawing
Gusset plate and ribbed stiffener are whole by fillet weld seam by bright position while welding and weld seam grade.
6. the wooden tension string beam structure one-way movable basin type rubber section of a kind of assembled Long span according to claim 1
Point construction method, it is characterised in that: in step 5, welding one-way movable basin type rubber and gusset plate, ribbed stiffener are entirety,
The integral node plate in step 4 is mainly passed through into fillet weld weld all around with ribbed stiffener and one-way movable basin type rubber top plate
For an entirety.
7. the wooden tension string beam structure one-way movable basin type rubber section of a kind of assembled Long span according to claim 1
Point construction method, it is characterised in that: in step 6, make assembling type wooden beam string section, mainly made according to drawing
The assembling type wooden beam string section of the combination laminated wood composition of same material, equality strength grade；Connecting plate and ribbed stiffener are made,
Mainly according to drawing requirement, the production of connecting plate and ribbed stiffener is completed；Welded connecting plate and ribbed stiffener are entirety, are mainly pressed
It is whole that connecting plate and ribbed stiffener, which are passed through fillet weld seam, according to the position while welding and weld seam grade indicated in drawing.
8. the wooden tension string beam structure one-way movable basin type rubber section of a kind of assembled Long span according to claim 1
Point construction method, it is characterised in that: in step 7, plain bolt is fixed temporarily assembling type wooden beam string section and connecting plate and adds
Strength rib is entirety, is primarily referred to as being fixed temporarily assembling type wooden beam string section and connecting plate according to drawing completion plain bolt and add
Strength rib is entirety, and plain bolt is completed just to twist.
9. the wooden tension string beam structure one-way movable basin type rubber section of a kind of assembled Long span according to claim 1
Point construction method, it is characterised in that: in step 8, lifting assembling type wooden beam string section and connecting plate and ribbed stiffener refer to choosing
It is lifted to form whole wooden beam string section and connecting plate and ribbed stiffener with reasonable hanging device, completes interim lifting.
10. the wooden tension string beam structure one-way movable basin type rubber of a kind of assembled Long span according to claim 1
Joint construction method, it is characterised in that: in step 9, the wooden beam string section of pin shaft fixing assembling formula and support refer to pin shaft
The wooden beam string section of fixing assembling formula is attached with bottom production, is fixed together, is completed at support by pin shaft
Construction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910520308.1A CN110387969B (en) | 2019-06-17 | 2019-06-17 | Construction method for one-way movable pot type rubber support joint of assembled long-span wood beam string structure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910520308.1A CN110387969B (en) | 2019-06-17 | 2019-06-17 | Construction method for one-way movable pot type rubber support joint of assembled long-span wood beam string structure |
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Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH11227912A (en) * | 1998-02-13 | 1999-08-24 | Mitsubishi Steel Mfg Co Ltd | Base isolation device foe rack |
| CN105544762A (en) * | 2015-12-21 | 2016-05-04 | 广州机施建设集团有限公司 | Method for installing seismic isolation layer |
| CN206289992U (en) * | 2016-12-16 | 2017-06-30 | 中国建筑第八工程局有限公司 | The erecting device of large span arch form truss |
-
2019
- 2019-06-17 CN CN201910520308.1A patent/CN110387969B/en active Active
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH11227912A (en) * | 1998-02-13 | 1999-08-24 | Mitsubishi Steel Mfg Co Ltd | Base isolation device foe rack |
| CN105544762A (en) * | 2015-12-21 | 2016-05-04 | 广州机施建设集团有限公司 | Method for installing seismic isolation layer |
| CN206289992U (en) * | 2016-12-16 | 2017-06-30 | 中国建筑第八工程局有限公司 | The erecting device of large span arch form truss |
Non-Patent Citations (2)
| Title |
|---|
| 丁生根: "南京会展中心主展厅屋架结构设计", 《空间结构》 * |
| 黄明鑫: "《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 * |
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