CN207567942U - A kind of architectural support structure - Google Patents
A kind of architectural support structure Download PDFInfo
- Publication number
- CN207567942U CN207567942U CN201721159394.0U CN201721159394U CN207567942U CN 207567942 U CN207567942 U CN 207567942U CN 201721159394 U CN201721159394 U CN 201721159394U CN 207567942 U CN207567942 U CN 207567942U
- Authority
- CN
- China
- Prior art keywords
- purlin
- tie rod
- crossbeam
- support structure
- sub
- 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.)
- Expired - Fee Related
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model is related to a kind of architectural support structure, including：Crossbeam；Carry the column beam of the crossbeam；That is mutually assembled with the crossbeam or the column beam respectively is used for the purlin of corresponding carrying roof boarding or shingle nail；And it is set to the fastening assembly that stabilization is played between adjacent two purlin；When building roof support structure, the roof beam structure for building composition house of crossbeam and column beam, purlin is provided between main body and column beam, purlin is provided between crossbeam and crossbeam, so as to form the basic support construction of roofing, then the fastening assembly by being set between purlin, purlin is fixed on crossbeam and column beam, such architectural support structure support degree is big, and stability is good.
Description
Technical field
The utility model is related to building construction technology field more particularly to a kind of architectural support structures.
Background technology
Roof purline is common main structural components in Modern Steel Structure building, available for supporting roof boarding, skill at present
It is only played a supporting role in art in the building for building steel construction using purlin to entire roof structure, but only with purlin
The support degree of steel construction is often inadequate, so stability can be caused poor, so as to cause security risk.
Utility model content
The utility model aim is to provide a kind of architectural support structure, to find and solve the steel construction only with purlin
Support degree it is often inadequate, so the technical issues of stability being caused poor.
A kind of architectural support structure that the utility model first aspect provides, including：Crossbeam；Carry the column of the crossbeam
Beam；That is mutually assembled with the crossbeam or the column beam respectively is used for the purlin of corresponding carrying roof boarding or shingle nail；And setting
The fastening assembly of stabilization between adjacent two purlins.
Realize the architectural support structure of said program, when building roof support structure, crossbeam builds composition with column beam
The roof beam structure in house is provided with purlin, purlin is provided between crossbeam and crossbeam between main body and column beam, so as to form the base of roofing
Purlin is fixed on crossbeam and column beam by this support construction, then the fastening assembly by being set between purlin, such building branch
Support structure support degree is big, and stability is good, while has cut down security risk to a certain extent.
With reference to first aspect, in the first possible implementation, the purlin includes：Connection is mounted on the column beam
Or several main purlins on the crossbeam and, be evenly distributed between the main purlin, for carrying the roof boarding or institute
State the purlin several times of shingle nail.
Realize the architectural support structure of said program, secondary purlin is evenly distributed between main purlin, can preferably carry room
Panel or shingle nail, carrying when bearing capacity is evenly distributed on each column beam, further improve stability.
The possible realization method of with reference to first aspect the first, in second of possible realization method of first aspect
In, the fastening assembly includes：The batter brace being arranged between the main purlin and the secondary purlin；It is arranged on described adjacent time
Tie rod between purlin；And it is arranged between the main purlin or the strut between main purlin and secondary purlin.
Realize said program architectural support structure, between purlin and purlin by the strut of setting connect, make purlin with
More stablize between purlin, in this way, the support degree and stability of architectural support structure are greatly improved, so as to make building
More safety.
Second of possible realization method with reference to first aspect, in the third possible realization method of first aspect
In, fixing device is equipped on the position that the fastening assembly is connected with purlin, the fixing device includes：It is fixed on described
On purlin for install the fastening assembly several purlin supports and, the fastening assembly is fixedly mounted on the purlin support
On high-strength bolt.
It realizes the architectural support structure of said program, group will be fastened by the mutual cooperation of high-strength bolt and purlin holder structure
Part is fixed on purlin, simple in structure and be easily achieved.
The third possible realization method with reference to first aspect, in the 4th kind of possible realization method of first aspect
In, the batter brace or the tie rod include：One end is mutually assembled with a purlin support, other end offers the first threaded hole
First sub- tie rod, one end is mutually assembled with another purlin support, other end offer the second sub- tie rod of the second threaded hole, setting
It screws togather between the described first sub- tie rod and the second sub- tie rod and with first threaded hole and the second threaded hole respectively
Threaded post and, it is mutually being assembled with the threaded post and in the described first sub- tie rod and the described second sub- tie rod close to each other
At least two nuts locked or be unlocked when being located remotely from each other.
It realizes the architectural support structure of said program, when batter brace is installed, is first not provided with the first tie rod and the second tie rod
One end of threaded hole is installed by installation bolt and purlin support, then the first son is drawn and is screwed togather, while in threaded post with threaded post
Top nut is assembled in side, later screws togather the second bolt with threaded post, while in another nut of opposite side fit on of threaded post,
Threadingly the axially vertical direction of column rotates two nuts to the first sub- tie rod simultaneously and the second sub- tie rod is close to each other and when locking
Only, it is not easy to be broken off when batter brace stretches in this way, ensure that, meanwhile, facilitate the installation of the longer batter brace of length.
The 4th kind of possible realization method with reference to first aspect, in the 5th kind of possible realization method of first aspect
In, one end of the threaded post is arranged with and the matched force block of construction tool.
It realizes the architectural support structure of said program, when tie rod or batter brace are installed, threaded post one is set in by rotation
The force block at end can be more convenient rapidly to rotate threaded post, simple in structure and easy to operate.
The 5th kind of possible realization method with reference to first aspect, in the 6th kind of possible realization method of first aspect
In, the batter brace, tie rod and strut material therefor are round steel of the diameter between 10-14mm.
It realizes the architectural support structure of said program, using round steel material of the diameter between 10-14mm, can bear more
Big pulling force, while round steel economy, material benefit, reduce manufacture cost.
With reference to first aspect, any one possible reality in the first of first aspect to the 6th kind of possible realization method
Existing mode, in the 8th kind of possible realization method of first aspect, the purlin material therefor is light gauge cold-formed steel shape.
Realize the architectural support structure of said program, light gauge cold-formed steel shape processing technology is simple, economical and practical, reduces and builds
Build the manufacture cost of support construction.
Advantageous effect：By providing a kind of architectural support structure, including：Crossbeam；Carry the column beam of the crossbeam；Respectively with
What the crossbeam or the column beam mutually assembled is used for the purlin of corresponding carrying roof boarding or shingle nail；And it is set to adjacent two
The fastening assembly of stabilization is played between the purlin；When building roof support structure, crossbeam builds composition room with column beam
The roof beam structure in room is provided with purlin, purlin is provided between crossbeam and crossbeam between main body and column beam, so as to form the basic of roofing
Purlin is fixed on crossbeam and column beam, such building-supporting by support construction, then the fastening assembly by being set between purlin
Structural support dynamics is big, and stability is good, while has cut down security risk to a certain extent.
Description of the drawings
Fig. 1 is the structure diagram of the architectural support structure of the utility model embodiment one.
Fig. 2 is the enlarged drawing of details A in Fig. 1.
Fig. 3 is the enlarged drawing of details B in Fig. 1.
Reference numeral：1st, crossbeam；2nd, column beam；3rd, purlin；4th, fastening assembly；5th, main purlin；6th, secondary purlin；7th, batter brace；
8th, tie rod；9th, strut；10th, fixing device；11st, purlin support；12nd, high-strength bolt；13rd, the first sub- tie rod；14th, the second sub- tie rod；
15th, threaded post；16th, nut；17th, force block.
Specific embodiment
Below in conjunction with attached drawing, the technical solution of the utility model embodiment is described.Obviously, described implementation
Example is only the utility model part of the embodiment, instead of all the embodiments.Based on these embodiments, the common skill in this field
Art personnel all other embodiments obtained without creative efforts, belong to the utility model to be protected
The range of shield.
Embodiment one：
As shown in Figure 1, the present embodiment is related to a kind of architectural support structure, including：Crossbeam 1；The column beam 2 of bearing beam 1；Point
The purlin 3 for being used for corresponding carrying roof boarding or shingle nail not assembled with crossbeam 1 or 2 phase of column beam；And it is set to adjacent two purlin
The fastening assembly 4 of stabilization is played between item 3.
Further, as shown in Figure 1, architectural support structure includes：Several masters of the connection on column beam 2 or crossbeam 1
Purlin 5 and, be evenly distributed between main purlin 5, purlin 6 several times for carrying roof boarding or shingle nail, 3 institute of purlin
It is light gauge cold-formed steel shape with material, fastening assembly 4 includes：The batter brace 7 being arranged between main purlin 5 and secondary purlin 6；It is arranged on
Tie rod 8 between adjacent secondary purlin 6；And it is arranged on the strut 9 between main purlin 5 or between main purlin 5 and secondary purlin 6.
As shown in Figure 1,3, fixing device 10, fixing device 10 are equipped on the position that fastening assembly 4 is connected with purlin 3
Including：Be fixed on purlin 3 for install fastening assembly 4 several purlin supports 11 and, fastening assembly 4 is fixedly mounted on
High-strength bolt 12 in purlin support 11.
Batter brace 7 includes as shown in Figure 1, 2：One end is assembled with 11 phase of a purlin support, other end offers the first threaded hole
The first sub- tie rod 13, one end is assembled with another 11 phase of the purlin support, other end offers the second sub- tie rod 14 of the second threaded hole,
It is arranged on the screw thread screwed togather between the first sub- 13 and second sub- tie rod 14 of tie rod and with the first threaded hole and the second threaded hole respectively
Column 15 and, with the assembling of 15 phase of threaded post and lock when the first sub- 13 and second sub- tie rod 14 of tie rod is close to each other or phase
Mutually far from when at least two nuts 16 that are unlocked, wherein, one end of threaded post 15 be arranged with construction tool it is matched by
Power block 17, batter brace 7, tie rod 8 and 9 material therefor of strut are round steel of the diameter between 10-14mm.
The use principle of the architectural support structure of the present embodiment is approximately as stating：
When building building-supporting frame, the basis that column beam 2 is first overlapped on to underground is taken, equal in each main body same direction
Upper installation crossbeam 1, the other direction of main body are respectively mounted main purlin 5, meanwhile, time purlin 6 is uniformly installed between main purlin 5,
Strut 9 is installed between main purlin 5 and main purlin 5 and between main purlin 5 and secondary purlin 6, then the first sub- tie rod 13 is offered the
Pacify with the purlin support 11 being fixed on purlin 3 one end that one end of one threaded hole and the second sub- tie rod 14 offer the second threaded hole
Dress, then force block 17 is rotated, the first tie rod 8 and the second tie rod 8 are screwed togather respectively with the first threaded hole and the second threaded hole, simultaneously
Nut 16 is installed at the both ends of threaded post 15, stop rotating screw thread when threaded post 15 locks the first tie rod 8 and the second tie rod 8
Column 15, while complete building for architectural support structure.
Embodiment two：
The present embodiment is essentially consisted in other embodiment difference：In the present embodiment, batter brace includes：One end and a purlin support phase
The assemble, other end offers the first sub- tie rod of the first threaded hole, and one end is mutually assembled with another purlin support, other end offers
Second sub- tie rod of the second threaded hole and, be arranged between the first sub- tie rod and the second sub- tie rod and simultaneously with the first screw thread
It is that hole and the second threaded hole screw togather, make the first tie rod and when threadingly hole axle rotates on perpendicular face around screw thread hole axle
The threaded post being unlocked when being locked when two tie rods are close to each other, is separate, threaded post midpoint are arranged with force block.
The use principle of the present embodiment is approximately as stating；
When installing batter brace, first the first tie rod and the second tie rod are not provided with one end of threaded hole by installation bolt with
Purlin support installs, then the first son is drawn and is screwed togather with threaded post, later screws togather the second bolt with threaded post, due to the first threaded hole
Oppositely oriented with the second threaded hole, the force block that threadingly the axially vertical direction rotary threaded column of column is arranged drives simultaneously
Threaded post is close to each other with the second sub- tie rod with force block rotating Vortex to the first sub- tie rod and stops when locking, and completes tie rod or oblique
The installation of tie rod.
Above example is only to illustrate the technical solution of the utility model rather than the protection domain of utility model is carried out
Limitation, although the utility model is described in detail with reference to above-described embodiment, those of ordinary skill in the art still may be used
It is modified with not making creative work to the technical solution recorded in above-described embodiment, so as to obtain different, essence not
The other technologies scheme of the design of the utility model is detached from, it is claimed that these technical solutions similarly belong to the utility model
Range.
Claims (4)
1. a kind of architectural support structure, which is characterized in that including：
Crossbeam (1),
The column beam (2) of the crossbeam (1) is carried,
That is mutually assembled with the crossbeam (1) or the column beam (2) respectively is used for the purlin of corresponding carrying roof boarding or shingle nail
(3) and,
It is set to the fastening assembly (4) that stabilization is played between adjacent two purlin (3)；
The architectural support structure includes：Several main purlins (5) of the connection on the column beam (2) or the crossbeam (1),
And
It is evenly distributed between the main purlin (5), the purlin several times for carrying the roof boarding or the shingle nail
(6)；
The fastening assembly (4) includes：
The batter brace (7) being arranged between the main purlin (5) and the secondary purlin (6),
The tie rod (8) that is arranged between the adjacent secondary purlin (6) and,
It is arranged on the strut (9) between the main purlin (5) or between main purlin (5) and time purlin (6)；
Fixing device (10), the fixing device (10) are equipped on the position that the fastening assembly (4) is connected with purlin (3)
Including：
Be fixed on the purlin (3) for install the fastening assembly (4) several purlin supports (11) and,
The fastening assembly (4) is fixedly mounted on the high-strength bolt (12) on the purlin support (11)；
The batter brace (7) includes：
One end is mutually assembled with a purlin support (11), the other end offers the first sub- tie rod (13) of the first threaded hole,
One end is mutually assembled with another purlin support (11), the other end offers the second sub- tie rod (14) of the second threaded hole,
Be arranged between the described first sub- tie rod (13) and the second sub- tie rod (14) and respectively with first threaded hole and
Threaded post (15) that second threaded hole screws togather and,
It is mutually being assembled with the threaded post (15) and mutually leaned in the described first sub- tie rod (13) and the described second sub- tie rod (14)
At least two nuts (16) being unlocked when locking or be located remotely from each other when near.
2. architectural support structure according to claim 1, which is characterized in that one end of the threaded post (15) be arranged with
The matched force block of construction tool (17).
3. architectural support structure according to claim 2, which is characterized in that the batter brace (7), tie rod (8) and strut
(9) material therefor is round steel of the diameter between 10-14mm.
4. according to the architectural support structure described in any one in claim 1-3, which is characterized in that the purlin (3) is used
Material is light gauge cold-formed steel shape.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721159394.0U CN207567942U (en) | 2017-09-11 | 2017-09-11 | A kind of architectural support structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721159394.0U CN207567942U (en) | 2017-09-11 | 2017-09-11 | A kind of architectural support structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207567942U true CN207567942U (en) | 2018-07-03 |
Family
ID=62698244
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721159394.0U Expired - Fee Related CN207567942U (en) | 2017-09-11 | 2017-09-11 | A kind of architectural support structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207567942U (en) |
-
2017
- 2017-09-11 CN CN201721159394.0U patent/CN207567942U/en not_active Expired - Fee Related
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106499202B (en) | The portable edge protection column of box-type for safety management in construction site | |
| CN105625577A (en) | Detachable large-span pre-stressed integral tension awning and construction method thereof | |
| CN207567942U (en) | A kind of architectural support structure | |
| CN106592456A (en) | Railway line subsidiary facilities and mounting method thereof | |
| CN204715746U (en) | One side spin axis collapsible triangle independent support bar | |
| CN103993744A (en) | Raising system for large-area net frame and installing method thereof | |
| CN208072912U (en) | A kind of Easy opened scaffold that construction site auxiliary is built | |
| CN207092525U (en) | A kind of easy-to-mount scaffold for building | |
| CN206737212U (en) | A kind of curtain wall is hung installation gravity self-balancing directional rotating connection hanging piece with point and combined | |
| CN216740957U (en) | Rail guard structure for construction | |
| CN206418588U (en) | Prestressed steel structure and steel house framework | |
| CN205024920U (en) | Portable glass steel house beam structure for house | |
| CN101424099B (en) | Light steel structure house with outdoor corridor bottom girder | |
| CN212763423U (en) | Rainproof reinforcing steel bar storage device | |
| CN212376322U (en) | A consolidate bearing structure for building engineering | |
| CN203451012U (en) | Double-cage elevator safety protective door spindle device | |
| CN112443052A (en) | Indoor wall frame connection structure of assembly type building | |
| CN209195056U (en) | A kind of construction special protecting equipment | |
| CN208184195U (en) | A kind of architectural engineering scaffold | |
| CN205617763U (en) | Omnipotent support combined bay support element and omnipotent support combined bay | |
| CN202611139U (en) | Supporting device for glass awning | |
| CN205839963U (en) | A kind of safety and firmness formed steel construction Factory Building | |
| CN207602645U (en) | A kind of rack battery case | |
| CN206607902U (en) | A kind of construction guardrail | |
| CN205945605U (en) | Distributing type photovoltaic module ground mounting structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180703 Termination date: 20190911 |