CN104727493B - Supporting, pulling and bonding system of wood paike with oversized volume and construction method thereof - Google Patents
Supporting, pulling and bonding system of wood paike with oversized volume and construction method thereof Download PDFInfo
- Publication number
- CN104727493B CN104727493B CN201510121692.XA CN201510121692A CN104727493B CN 104727493 B CN104727493 B CN 104727493B CN 201510121692 A CN201510121692 A CN 201510121692A CN 104727493 B CN104727493 B CN 104727493B
- Authority
- CN
- China
- Prior art keywords
- board section
- cantilever beam
- steel post
- construction
- drawknot
- 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
Abstract
The invention discloses a supporting, pulling and bonding system of a wood paike with an oversized volume and a construction method thereof. The wood paike is mounted between an eave beam and a top beam of historic buildings, the gravity center of the wood paike extends outwards relative to the connecting line of the centers of the two beams, and particularly, the supporting, pulling and bonding system comprises a supporting steel column, a cantilever beam, a pulling and bonding rod and one or more hanging rods, wherein the supporting steel column is arranged on the eave beam and is vertically upwards, the cantilever beam is fixedly connected between the supporting steel column and the top beam in a clamped mode and extends horizontally and outwards, the pulling and bonding rod is connected to the outer end of the top beam and the outer end of the cantilever beam, and the hanging rods penetrate through the wood paike and are fixed to the cantilever beam in a screw joint mode. According to the technical scheme, after the wood paike is mounted, the tilting and alignment deviation is controlled within about 3 mm, and the supporting, pulling and bonding system meets load requirements, and is good in stability. The application of the supporting, pulling and bonding system of the steel structure greatly saves wood consumption and construction cost.
Description
Technical field
The present invention relates to a kind of roof structure of Ancient garden, more particularly to a kind of board of the medium-and-large-sized ancient building in gardens
The support drawknot structural system of section.
Background technology
With the succession of history culture, ancient architecture is preserved in large quantities so far, becomes the valuable source of various places tourism, this
Grasp Chinese national culture of future generation to education has deep meaning.In numerous ancient architectures, " main palace in a temple " most
It is representative, it is the landmark building in whole temple area, belong to big scale of construction monomer ancient building.
In the roof structure of the main palace in a temple, board section is a requisite construction unit, and its scale of construction is big, T-shaped section
Stability it is poor, component is heavier, and this component of board section is after mounting to choose a construction unit of neat straight plane.Make
For support system, rigidity needs to meet the facade deviation control suitable for reading of cloud cluster, high, board bar within 7mm, and bears cornice enough
The impacts of the natural conditions to board section such as the load of roofing, opposing wind load, possess enough safety coefficients and durability.
The content of the invention
In view of the defect that above-mentioned prior art is present, the purpose of the present invention is to propose to a kind of support of super large scale of construction board section
Drawknot system and its construction technology, solve the problems, such as that board section firmly installs, improves load ability to bear.
The support drawknot system of above-mentioned first purpose super large scale of construction board section of the present invention, involved board section installs
Between the bucket disk a tree, used in making timber for boats of ancient building and eaves purlin, the relative bucket disk a tree, used in making timber for boats of center of gravity and the line of centres of eaves purlin of board section are in outwards to choose
Shape, it is characterised in that：The support drawknot system includes brace steel post, cantilever beam, drawknot bar and the suspension rod of more than, wherein
The brace steel post on bucket disk a tree, used in making timber for boats and it is vertical upward, the cantilever beam on brace steel post, under eaves purlin and
Horizontal-extending laterally, the drawknot bar is connected at the outer end of eaves purlin and cantilever beam, and the suspension rod is connected among board section
And be spirally connected and be fixed on cantilever beam.
Further, the brace steel post is C-type steel post, and the cantilever beam is H profile steel beam, and the board section is by height
The screw and brace steel post Joint of direction arrangement.
Further, the drawknot bar is angle iron stay, and angle iron stay two ends connect respectively composition directly with eaves purlin and cantilever beam
Angle triangle.
Further, the suspension rod is two, wherein suspension rod wear connect be fixed on that board section top layer is high and cantilever beam it
Between, another suspension rod concatenation be fixed on that board section top layer is high, secondary top layer is high and cantilever beam between.
Further, outside of the suspension rod located at the center of board section.
The construction method of the support drawknot system of above-mentioned second purpose super large scale of construction board section of the present invention, it is involved
Board section is installed between the bucket disk a tree, used in making timber for boats of building in the style of the ancients and eaves purlin, and the relative bucket disk a tree, used in making timber for boats in board Ke Dou centers connects with the center of eaves purlin
Line is in outwards to choose shape, it is characterised in that including step：
Ith, be fixedly attached a brace steel post and a cantilever beam between bucket disk a tree, used in making timber for boats and eaves purlin, wherein the brace steel post
Vertical to be secured to bucket disk a tree, used in making timber for boats upward, the cantilever beam is set up in horizontal-extending laterally between brace steel post and eaves purlin；
IIth, between eaves purlin and the outer end of cantilever beam, the angle iron stay that is connected forms drawknot unit；
IIIth, from bottom to top bar is encircleed using screw attaching board section along brace steel post, bar and brace steel post phase is encircleed in board section
It is connected；
IVth, part and a cantilever beam Joint being located at board section with upper hanger on the outside of itself bucket center is adopted.
Further, drawknot unit described in step II is to connect respectively to enclosing with eaves purlin, cantilever beam using angle iron stay two ends
Into right angled triangle framework.
Further, wear only with a suspension rod in step IV connect be fixed on that board section top layer is high and cantilever beam between.
Further, two suspension rods are adopted in step IV, wherein suspension rod is worn and connects that to be fixed on board section top layer high and outstanding
Between arm beam, another suspension rod concatenation be fixed on that board section top layer is high, secondary top layer is high and cantilever beam between.
The application implementation of technical solution of the present invention so that board section component is grown together after installing, and directly deviation control is left in 3mm
The right side, supports drawknot system to meet load requirement, has good stability.Also, the application of steel structure support drawknot system, greatlys save
Consumption of wood and construction cost.
Description of the drawings
Fig. 1 is the overlooking the structure diagram of super large scale of construction board section.
Fig. 2 is the positive structure diagram of super large scale of construction board section.
Fig. 3 is the structural representation that the present invention supports drawknot system application super large scale of construction board section to install.
Specific embodiment
Growing for super large scale of construction board section installation complexity, building in the style of the ancients roof truss, fractional load ability to bear is relative to be unsatisfactory for
The problem of load, present invention is disclosed a kind of support drawknot system of super large scale of construction board section and in detail provide the support drawknot
The construction method of system.
Understand first from the structure of super large scale of construction board section support drawknot system, involved board section is installed on imitative
Between the bucket disk a tree, used in making timber for boats 1 of ancient building and eaves purlin 2, board Ke Dou centers are in outwards to choose shape with respect to the line of centres of two beams.It is special
Not, the support drawknot system includes brace steel post 4, cantilever beam 3, drawknot bar 6 and the suspension rod of more than, wherein brace steel post
4 on bucket disk a tree, used in making timber for boats 1 and it is vertical upward, the sandwiched of cantilever beam 3 is fixed between brace steel post 4 and eaves purlin 2 and laterally level is prolonged
Stretch, drawknot bar 6 is connected at the outer end of eaves purlin 2 and cantilever beam 3, suspension rod is connected among board section and is spirally connected and is fixed on cantilever
Beam.In addition, brace steel post 4 is C-type steel post, cantilever beam is H profile steel beam, screw and support that board section is arranged by short transverse
Steel column Joint.Drawknot bar is angle iron stay, and angle iron stay two ends connect with back timber and cantilever beam surround right angled triangle respectively.
Embodiment illustrated in fig. 3 middle hanger is two, wherein a suspension rod 72 is worn to connect and is fixed on board section top layer high 54 and hangs
Between arm beam 3（Board bar 55 is penetrated along band）, another suspension rod 71 concatenation be fixed on board section top layer high 54, secondary top layer high 53 and
Between cantilever beam 3.From space intuitively：Those suspension rods are located at the outside at board Ke Dou centers.
From the point of view of construction technology：The construction method of the support drawknot system of the super large scale of construction board section includes step：Ith, exist
Be fixedly attached a brace steel post and a cantilever beam between bucket disk a tree, used in making timber for boats and eaves purlin, and wherein brace steel post is vertically secured to upward bucket
Disk a tree, used in making timber for boats, cantilever beam are set up in horizontal-extending laterally between brace steel post and eaves purlin.
IIth, between eaves purlin and the outer end of cantilever beam, the angle iron stay that is connected forms drawknot unit.
IIIth, screw attaching board section is adopted from bottom to top along brace steel post, board section is connected as a body with brace steel post.
IVth, part and a cantilever beam Joint being located at board section with upper hanger on the outside of itself bucket center is adopted.
Outside above-mentioned main implementation steps, the present invention is before enforcement, it is necessary first to conservative estimation load, is calculated cantilever
Beam 3（That is stress sketch of H profile steel post）；Furthermore structural model is set up, Internal Forces Analysis are carried out, formal construction drawing is exported；
Then steel are carried out with part and amplifies sample, complete steel beam column processing.Processing, on-site hoisting, body shared by I-steel in steel beam column factory
Product is less, and the installation for wooden sets of brackets on top of the columns provides larger working face, is easy to operative, greatly accelerates construction speed, while
Also condition has been safely provided to do industry.Board section component grows neat straight deviation control in 3mm after installing, support system rigidity meets
Require, cloud cluster, high, board bar straight deviation suitable for reading is controlled in 3mm.
Drawknot unit is the right angle three for surrounding that connected with eaves purlin, cantilever beam respectively using angle iron stay two ends wherein in step II
Angular framework.
As optional embodiment, for the less situation of the board section scale of construction, wear only with a suspension rod in step IV
Connect be fixed on that board section top layer is high and cantilever beam between.But for the applicable cases of super large scale of construction board section, step IV is just
Using two suspension rods, wherein suspension rod wear connect be fixed on that board section top layer is high and cantilever beam between, another suspension rod concatenation is solid
Due to board section top layer is high, secondary top layer is high and cantilever beam between.
Under the introduction of specific embodiment in detail above, the skill of the support drawknot system of super large scale of construction board section of the present invention
Art solution is very clear and definite.And the proposition of this scheme, its technical scheme is obvious：The application of technical solution of the present invention is real
Apply, steel structure support resistance to overturning is good, after wooden sets of brackets on top of the columns is installed, whole structure reaches ancient architecture design requirement, steel structure support
Drawknot system is affirmed.Steel structure support drawknot system greatlys save material usage, while reducing labo r usage.Steel construction
System is 158 yuan/meter, and timber structure is 401 yuan/meter, and xoncrete structure is 343 yuan/meter, greatlys save cost.
Claims (9)
1. the support drawknot system of super large scale of construction board section, involved board section be installed on ancient building bucket disk a tree, used in making timber for boats and eaves purlin it
Between, the relative bucket disk a tree, used in making timber for boats of center of gravity and the line of centres of eaves purlin of board section are in outwards to choose shape, it is characterised in that：The support drawknot
System include brace steel post, cantilever beam, drawknot bar and the suspension rod of more than, wherein the brace steel post located at struggle against disk a tree, used in making timber for boats on and
Vertically upward, the cantilever beam is on brace steel post, under eaves purlin and horizontal-extending laterally, the drawknot bar company
The outer end of eaves purlin and cantilever beam is arranged in, the suspension rod is connected among board section and is spirally connected and is fixed on cantilever beam.
2. the support drawknot system of super large scale of construction board section according to claim 1, it is characterised in that：The brace steel post
For C-type steel post, the cantilever beam is H profile steel beam, and the board section is mutually solid with brace steel post by the screw that short transverse is arranged
Connect.
3. the support drawknot system of super large scale of construction board section according to claim 1, it is characterised in that：The drawknot bar is
Angle iron stay, and angle iron stay two ends connect respectively form right angle triangle with eaves purlin and cantilever beam.
4. the support drawknot system of super large scale of construction board section according to claim 1, it is characterised in that：The suspension rod is two
Root, wherein suspension rod wear connect be fixed on that board section top layer is high and cantilever beam between, another suspension rod concatenation is fixed on board section
Top layer is high, secondary top layer is high and cantilever beam between.
5. the support drawknot system of the super large scale of construction board section according to claim 1 or 4, it is characterised in that：The suspension rod
Located at the outside at the center of board section.
6. the construction method of the support drawknot system of super large scale of construction board section, involved board section is installed on building in the style of the ancients
Between bucket disk a tree, used in making timber for boats and eaves purlin, the relative bucket disk a tree, used in making timber for boats in board Ke Dou centers and the line of centres of eaves purlin are in outwards to choose shape, its feature
It is to include step：
Ith, be fixedly attached a brace steel post and a cantilever beam between bucket disk a tree, used in making timber for boats and eaves purlin, wherein the brace steel post is perpendicular
To bucket disk a tree, used in making timber for boats is secured to upward, the cantilever beam is set up in horizontal-extending laterally between brace steel post and eaves purlin；
IIth, between eaves purlin and the outer end of cantilever beam, the angle iron stay that is connected forms drawknot unit；
IIIth, from bottom to top bar is encircleed using screw attaching board section along brace steel post, board section arch bar is connected to brace steel post
Integrally；
IVth, part and a cantilever beam Joint being located at board section with upper hanger on the outside of itself bucket center is adopted.
7. super large scale of construction board section according to claim 6 support drawknot system construction method, it is characterised in that：Step
Drawknot unit described in rapid II is the right angled triangle framework for surrounding that connected with eaves purlin, cantilever beam respectively using angle iron stay two ends.
8. super large scale of construction board section according to claim 6 support drawknot system construction method, it is characterised in that：Step
Wear only with a suspension rod in rapid IV connect be fixed on that board section top layer is high and cantilever beam between.
9. super large scale of construction board section according to claim 6 support drawknot system construction method, it is characterised in that：Step
Two suspension rods are adopted in rapid IV, wherein suspension rod wear connect be fixed on that board section top layer is high and cantilever beam between, another suspension rod
Concatenation be fixed on that board section top layer is high, secondary top layer is high and cantilever beam between.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510121692.XA CN104727493B (en) | 2015-03-19 | 2015-03-19 | Supporting, pulling and bonding system of wood paike with oversized volume and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510121692.XA CN104727493B (en) | 2015-03-19 | 2015-03-19 | Supporting, pulling and bonding system of wood paike with oversized volume and construction method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104727493A CN104727493A (en) | 2015-06-24 |
| CN104727493B true CN104727493B (en) | 2017-05-03 |
Family
ID=53451849
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510121692.XA Active CN104727493B (en) | 2015-03-19 | 2015-03-19 | Supporting, pulling and bonding system of wood paike with oversized volume and construction method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104727493B (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113172769A (en) * | 2021-04-23 | 2021-07-27 | 苏州高精特专信息科技有限公司 | Large-load-resistant traction mechanism |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001081865A (en) * | 1999-09-13 | 2001-03-27 | Tomoe Corp | Roof structure and construction method therefor |
| CN101417460B (en) * | 2008-09-25 | 2010-07-28 | 陕西省第三建筑工程公司 | Post welding mounting construction method of pseudo-classic architecture element |
| CN201588335U (en) * | 2010-01-06 | 2010-09-22 | 苏州二建建筑集团有限公司 | Vertical reinforcing structure for Dougong |
| CN102635209B (en) * | 2012-05-23 | 2014-10-08 | 中建二局第三建筑工程有限公司 | Cornice steel skeleton and bracket steel skeleton for large-span big roof of pseudo-classic architecture and construction method of cornice steel skeleton and bracket steel skeleton |
| CN203846791U (en) * | 2014-04-18 | 2014-09-24 | 苏州狮山建筑安装工程有限公司 | Beam-column joint reinforcing pipa bracket system used for archaistic buildings or historic building restoration |
| CN204804203U (en) * | 2015-03-19 | 2015-11-25 | 苏州园林发展股份有限公司 | Support drawknot system of super large scale of construction board branch of academic or vocational study |
-
2015
- 2015-03-19 CN CN201510121692.XA patent/CN104727493B/en active Active
Also Published As
| Publication number | Publication date |
|---|---|
| CN104727493A (en) | 2015-06-24 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202017346U (en) | Late poured band hanging formwork structure | |
| CN102936962A (en) | Construction method of slanting cantilever steel structure supported by temporary steel frame | |
| CN205316525U (en) | Novel outer quick -witted suspension support structure of air conditioner | |
| CN109025286A (en) | A kind of construction method of large span high-altitude three-dimensional canopy of the heavens steel construction | |
| CN206352391U (en) | Socket joint type key slot type Quick Release support system | |
| CN103669739A (en) | Fully-open type aluminum alloy gutter roof system capable of being provided with external sunshade and construction method | |
| CN204139322U (en) | A kind of glass sunlight house | |
| CN204690596U (en) | Viaduct bent cap sizing bed die support | |
| CN104727493B (en) | Supporting, pulling and bonding system of wood paike with oversized volume and construction method thereof | |
| CN105040591A (en) | Positioning device for waveform steel web and positioning method thereof | |
| CN203846791U (en) | Beam-column joint reinforcing pipa bracket system used for archaistic buildings or historic building restoration | |
| CN202465215U (en) | Hanging basket mounting support for outer facade of building with slope roof | |
| CN107858912A (en) | Hyperbolic arch bridge bracket erection method and hyperbolic arch bridge bracket | |
| CN208734102U (en) | A kind of large-span truss assembly sliding construction falsework | |
| CN204804203U (en) | Support drawknot system of super large scale of construction board branch of academic or vocational study | |
| CN106193284A (en) | Large span space falls installation method and the mounting structure of the continuous steel truss of level | |
| CN206016096U (en) | A kind of steel-structure factory building rain cover | |
| CN204616588U (en) | A kind of sectional grape rain shelter frame | |
| CN208830569U (en) | Double installing Cable-clamp support systems | |
| CN211714196U (en) | Adjustable purlin holds in palm | |
| CN209620622U (en) | A kind of promotion platform | |
| CN204081433U (en) | Steel structural roof liner profiled sheet construction Special-purpose hanger basket support | |
| CN208105514U (en) | A kind of steel structure workshop upper segment column column braces structure with crane girder | |
| CN207063689U (en) | A kind of sunshade | |
| CN105002985A (en) | Door frame column-removing supporting beam structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |