CN105756254A - Adjustable brace system - Google Patents
Adjustable brace system Download PDFInfo
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- CN105756254A CN105756254A CN201610250340.9A CN201610250340A CN105756254A CN 105756254 A CN105756254 A CN 105756254A CN 201610250340 A CN201610250340 A CN 201610250340A CN 105756254 A CN105756254 A CN 105756254A
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- purlin
- brace
- batter brace
- batter
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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
- E04B7/00—Roofs; Roof construction with regard to insulation
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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
- E04B1/342—Structures covering a large free area, whether open-sided or not, e.g. hangars, halls
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- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention relates to an adjustable brace system, and belongs to the technical field of connecting parts for falseworks or formworks.The adjustable brace system comprises batter brace mechanisms, strut mechanisms and straight brace mechanisms, purlines comprise first purlines, second purlines and third purlines, the batter brace mechanisms comprise left batter braces and right batter braces, the strut mechanisms are located above the batter brace mechanisms, and the straight brace mechanisms are located below the batter brace mechanisms.The adjustable brace device is applied to wall surface and purline installation and the like and has the advantages of being high in constraint degree, low in degree of deformation, high in construction precision and the like.
Description
Technical field
The present invention relates to a kind of adjustable type tie rod system with regulatory function, it is used for steel-structure factory building tie rod system as new structure mode of transfer force and adjustable apparatus, belongs to the connector technical field of falsework or template.
Background technology
Large scale application along with steel construction project, continuing to increase of the standard width of a room in an old-style house and span, purlin is in installation process, under the combined effect of all kinds of factors such as multiple environmental factors or various management lack of standardization, the initial deformation form of purlin often inconsistent with designing requirement, causes purlin checking and accepting and all there is certain problem in later loading process.Tie rod system is as the outer obligatory point of plane of purlin, for the deformity out of plane of purlin and stably played decisive role, and existing tie rod system does not often reach the ideal effect of design, therefore how to improve the efficiency of tie rod force transfer system, making purlin meet design assumption requirement under tie rod systemic effect is the problem that subject application to solve.
Based on this, make subject application.
Summary of the invention
Deforming in existing purlin installation process relatively greatly to overcome, be unsatisfactory for the defects such as design assumption state and instructions for use, the application provides the adjustable type tie rod system that a kind of good stability, conformality are good.
For achieving the above object, the technical scheme that the application takes is as follows:
Adjustable type tie rod system, described tie rod system is installed on several purlins, and including batter brace mechanism, support rod mechanism and straight brace mechanism, purlin includes purlin one, purlin two and purlin three, purlin one, purlin two and purlin three are sequentially installed from top to bottom, and are parallel to each other between two；Batter brace mechanism runs through purlin two installation from purlin one is oblique, and including left batter brace and right batter brace, left batter brace and right batter brace are symmetrically mounted on purlin, and purlin is divided into upper and lower twoth district；Support rod mechanism is positioned at above brace agency, is vertically arranged between purlin one and purlin two or purlin two and purlin three, and upper and lower arranged in dislocation；Straight brace mechanism is positioned at below brace agency, is vertically arranged between purlin two with the adjacent purlin below purlin three or purlin three, and upper and lower arranged in dislocation.
Further, as preferably:
Described batter brace mechanism inclination angle beta is 30-60 °.
Described batter brace mechanism includes connector, regulating part and the batter brace sequentially installed, the upper end of connector is elbow, lower end is then connected with batter brace by regulating part, batter brace mechanism upper end is fixed on a upper purlin by the upper end of connector, and lower end is fixed on next purlin by batter brace lower end.Preferred, described regulating part is hollow structure, its axis is provided through centre bore, this centre bore is threaded groove, lower end, batter brace upper end are respectively cooperating with being installed on and are positioned on regulating part upper and lower side the thread groove of central hole, lower end, batter brace upper end can separately or concurrently be threaded in or out regulating part, can realize the adjustment of position and length.Described angle of bend θ is 45 °, and its length is 300mm, the setting of this angle and length, can effectively decompose the external force in impact or impact event, alleviate the External Force Acting impact on whole tie rod system, to guarantee the stability that connector is connected with purlin.
Purlin is run through in described batter brace lower end, and is set with support member on batter brace, and this support member is positioned at below purlin.It is furthermore preferred that described bracing frame is L or V-arrangement type structure, its smooth buffer head that contact surface is arc surface structure with purlin bottom surface.
Described batter brace mechanism tilts to be installed through between purlin one, purlin two, purlin three, including the connector sequentially installed, regulating part one, batter brace one, regulating part two, batter brace two, the upper end of connector is fixed with purlin one, the lower end of connector is connected with batter brace one by regulating part one, batter brace one runs through purlin two, and be connected with batter brace two by regulating part two, batter brace two lower end is connected with purlin three；Described batter brace mechanism may be configured as monolayer or double-deck or multilamellar, according to different use environment, uses the different numbers of plies, so that it is guaranteed that the stability of size between adjacent purlin and distance in installing.
Described batter brace mechanism tilts to be installed through between purlin one, purlin two, purlin three, wherein, it is connector one, regulating part one and the batter brace one sequentially installed between purlin one and purlin two, the upper end of connector one is fixed with purlin one, and the lower end of connector one is connected with batter brace one by regulating part one；Being connector two, regulating part two and the batter brace two sequentially installed between purlin two and purlin three, the upper end of connector two is fixed with purlin two, and the lower end of connector two is connected with batter brace two by regulating part two, and batter brace two lower end is connected with purlin three；Batter brace one and connector two are parallel to each other, and arranged in dislocation is above and below purlin two；Described batter brace mechanism may be configured as monolayer or double-deck or multilamellar, according to different use environment, uses the different numbers of plies, so that it is guaranteed that the stability of size between adjacent purlin and distance in installing.
Described support rod mechanism includes interior bar and urceolus, and interior bar runs through and is installed between purlin one and purlin two or purlin two and purlin three, and urceolus is then set on the interior bar between adjacent two purlins.It is furthermore preferred that described urceolus is hollow structure, and its internal diameter is more than interior bar external diameter；Support rod mechanism may be configured as monolayer or double-deck or multilamellar, according to different use environment, uses the different numbers of plies, so that it is guaranteed that the stability of size between adjacent purlin and distance in installing.
Described straight brace mechanism includes straight brace, and straight brace is between adjacent two purlins.It is furthermore preferred that described straight brace mechanism may be configured as monolayer or double-deck or multilamellar, according to different use environment, use the different numbers of plies, so that it is guaranteed that the stability of size between adjacent purlin and distance in installing.
When, after purlin installation in position, first installing batter brace mechanism, connector, purlin, batter brace install, and make purlin deformity out of plane tend to design assumption state, namely adjust straight；Connect straight brace mechanism and support rod mechanism again, so that reducing purlin deformation.The application is applied on the purlin of steel-structure factory building, on the one hand, tie rod system can realize the adjustment of size by regulating part, and within the specific limits in steady statue, it is effectively reduced wall beam by manual operations and room purlin deformity out of plane causes goes along with sb. to guard him pre-damage, make the supposition of purlin more meet designing requirement；On the other hand, the setting of connector and regulating part, be conducive to factory to make standardization and accelerate component process velocity, evade site operation error, improve construction precision.
Therefore, the application is applied on the purlin of steel-structure factory building, on the one hand, be effectively reduced wall beam by manual adjustment device and room purlin deformity out of plane causes goes along with sb. to guard him pre-damage, make the supposition of purlin more meet designing requirement；On the other hand, owing to the par of batter brace is arranged and regulates the setting of device, be conducive to factory to make standardization and accelerate component process velocity, evade site operation error, improve construction precision.Adopt tie rod system of the present invention, have and make the more standby condition as purlin constraint of tie rod system, can make in the more effective stress participating in purlin of tie rod system, and be provided with standard component and adjustable apparatus, the advantage such as production efficiency and site operation precision of improve factory.
Accompanying drawing explanation
Fig. 1 is the first structural representation of the application；
Fig. 2 is the second structural representation of the application；
Fig. 3 is the first structural representation of batter brace mechanism in the application；
Fig. 4 is the side view of monolayer batter brace mechanism in the application；
Fig. 5 is the structural representation of support rod mechanism in the application；
Fig. 6 is the side view of monolayer support rod mechanism in the application；
The structural representation of straight brace mechanism in Fig. 7 the application；
Fig. 8 is the side view of monolayer straight brace mechanism in the application；
Fig. 9 is the side view of Double-layer oblique brace agency in the application；
Figure 10 is the side view of double-deck support rod mechanism in the application；
Figure 11 is the side view of double-deck straight brace mechanism in the application；
Figure 12 is the second structural representation of batter brace mechanism in the application.
Wherein label: 1. batter brace mechanism；The left batter brace of 1a.；The right batter brace of 1b.；11. connector；11a. connector one；11b. connector two；111. upper end；112. lower end；12. regulating part；12a. regulating part one；12b. regulating part two；13. batter brace；131. batter brace upper end；132. batter brace lower end；13a. batter brace one；13b. batter brace two；14. fixture；15. bolster；16. support member；161. smooth buffer head；2. support rod mechanism；2a. strut one；2b. strut two；2c. strut three；21. interior bar；211. interior bar upper end；212. interior bar lower end；22. urceolus；23. fixing nut；24. pad；3. straight brace mechanism；3a. straight brace one；3b. straight brace two；31. straight brace；311. straight brace upper end；312. straight brace lower end；4. purlin；4a. purlin one；4b. purlin two；4c. purlin three；5. post beam.
Detailed description of the invention
Embodiment 1
The present embodiment adjustable type tie rod system, in conjunction with Fig. 1, including batter brace mechanism 1, support rod mechanism 2, straight brace mechanism 3, purlin 4 and post beam 5, purlin 4 includes purlin one 4a, purlin two 4b and purlin three 4c, purlin one 4a, purlin two 4b and purlin three 4c sequentially install from top to bottom, and are parallel to each other between two；Batter brace mechanism 1 includes left batter brace 1a and right batter brace 1b, left batter brace 1a and right batter brace 1b and is symmetrically mounted on purlin 4, and purlin 4 is divided into upper and lower twoth district；Support rod mechanism 2 is positioned at above brace agency 1, is vertically arranged between purlin one 4a and purlin two 4b, purlin two 4b and purlin three 4c, and upper and lower arranged in dislocation；Straight brace mechanism 3 is positioned at below brace agency 1, is vertically arranged between the adjacent purlin below purlin two 4b and purlin three 4c and purlin three 4c, and upper and lower arranged in dislocation.
nullIn conjunction with Fig. 3，Left batter brace 1a is identical with right batter brace 1b structure，Left batter brace 1a、Right batter brace 1b all tilts to be installed through purlin one 4a、Purlin two 4b、Between purlin three 4c，Including the connector 11 sequentially installed、Regulating part one 12a、Batter brace one 13a、Regulating part two 12b、Batter brace two 13b，Connector 11、Regulating part one 12a、Batter brace one 13a、Regulating part two 12b、The axis of batter brace two 13b overlaps，And the inclination angle beta of this axis is 45 °，The upper end 111 of connector 11 is elbow structure，This angle of bend is 45 °，Length is about 300mm，The upper end 111 of connector 11 runs through purlin one 4a and by adopting nut in fixture 14(the present embodiment) and bolster 15(the present embodiment in adopt pad) fix，The lower end 112 of connector 11 is connected with batter brace one 13a by regulating part one 12a，Batter brace one 13a runs through purlin two 4b，And be connected with batter brace two 13b by regulating part two 12b，Batter brace two 13b lower end is connected with purlin three 4c，And batter brace one 13a and purlin two 4b、It is provided with support member 16 between batter brace two 13b and purlin three 4c，This support member 16 is L-type structure，It is positioned at purlin two 4b、Below purlin three 4c，With purlin two 4b、The contact surface of purlin three 4c bottom surface is the smooth buffer head 161 of arc structure；In the present embodiment, batter brace 13(includes batter brace 1, batter brace 2 132) for 10-14mm diameter steel round steel, the lower end 112 of connector 11 and batter brace upper end 131, batter brace lower end 132 are helicitic texture, corresponding regulating part 12 is the flower basket bolt supporting with round steel or the sleeve of centre bore setting up and down (being threaded groove in this centre bore) mated in round steel, thread groove coordinates with thread mechanism, it is achieved connector 11 is flexibly connected with regulating part 12 with regulating part 12, batter brace 13；In conjunction with Fig. 4, this batter brace mechanism 1 is monolayer mechanism.
In conjunction with Fig. 5, support rod mechanism 2 is provided with four, wherein, three between purlin one 4a and purlin two 4b, one between purlin two 4b and purlin three 4c, and in the support rod mechanism of purlin two 4b and purlin three 4c and the support rod mechanism arranged in dislocation between purlin one 4a and purlin two 4b, support rod mechanism 2 includes interior bar 21 and urceolus 22, interior bar upper end 211, interior bar lower end 212 is provided with helicitic texture, interior bar 21 runs through and is installed on purlin one 4a and purlin two 4b, purlin two 4b and purlin three 4c, and fixed with purlin 4 by fixing nut 23 and pad 24, urceolus 22 is then set on the interior bar 21 between adjacent two purlins 4.Wherein, in conjunction with Fig. 6, urceolus 22 is hollow structure, and its internal diameter is more than interior bar 21 external diameter, and urceolus 22 is the round steel pipe of diameter 30-32mm, thick 2-3mm, and interior bar 21 is 10-14mm diameter round steel, and this support rod mechanism 2 is set to single layer structure.
In conjunction with Fig. 7 and Fig. 8, straight brace mechanism 3 is set to monolayer, and including straight brace 31, it is 10-14mm diameter steel round steel, and its two ends are threaded, between the straight brace 31 adjacent purlin below purlin two 4b.
Purlin 4 is horizontally installed between post beam 5, when after purlin installation in position, first batter brace mechanism 1 is installed, connector 11, regulating part one 12a and batter brace one 13a is sequentially arranged between purlin one 4a and purlin two 4b, regulating part two 12b and batter brace two 13b is sequentially arranged between purlin two 4b and purlin three 4c, the upper end 111 of connector 11 is fixed with purlin one 4a by fixture 14 and bolster 15, purlin two 4b, it is respectively mounted support member 16 below purlin three 4c, this support member 16 is the firm angle steel that 3-5mm is thick, namely the installation of batter brace mechanism 1 is completed, now, purlin deformity out of plane tends to design assumption state, namely adjust straight；Connect support rod mechanism 2 and straight brace mechanism 3 again, so that reducing purlin deformation.
The application is applied on the purlin of steel-structure factory building, on the one hand, in the tie rod system of the application, batter brace mechanism entirety is stable mechanism, the regulating part of adjustable dimension and length is set in it, so as to change length stable within the specific limits, and it is effectively reduced wall beam by manual operations and room purlin deformity out of plane causes goes along with sb. to guard him pre-damage, makes the supposition of purlin 4 more meet designing requirement；On the other hand, the setting of connector 11 and regulating part 12, be conducive to factory to make standardization and accelerate component process velocity, evade site operation error, improve construction precision；And in support rod mechanism 2, the urceolus 22 of hollow structure and coordinating of interior bar 21, it is achieved stable install while, play spacing and stable dimensions effect.
Embodiment 2
The present embodiment is identical with the setting of embodiment 1 and operation principle, is distinctive in that: in conjunction with Fig. 9, Figure 10 and Figure 11, batter brace mechanism 1, support rod mechanism 2 and straight brace mechanism 3 are disposed as double-decker.Difference according to its applicable situation, double-deck stability is better, more disclosure satisfy that the requirement of dimensional stability and deformation.
Embodiment 3
The present embodiment is identical with the setting of embodiment 1 and operation principle, it is distinctive in that: in conjunction with Figure 12, batter brace mechanism 1 tilts to be installed through between purlin one 4a, purlin two 4b, purlin three 4c, wherein, for connector one 11a, regulating part one 12a that sequentially install and batter brace one 13a between purlin one 4a and purlin two 4b, connector one 11a, regulating part one 12a and batter brace one 13a axis overlap, upper end 111 and purlin one 4a of connector one 11a fix, and the lower end 112 of connector one 11b is connected with batter brace one 13a by regulating part one 12a；For connector two 11b, regulating part two 12b that sequentially install and batter brace two 13b between purlin two 4b and purlin three 4c, connector two 11b, regulating part two 12b and batter brace two 13b axis overlap, and it is parallel to each other with connector one 11a, regulating part one 12a and axis, batter brace one 13a place that (both of which is the inclination of equal angular, inclination angle beta is 45 °), the upper end of connector two 11b and purlin two 4b fix, the lower end of connector two 11b is connected with batter brace two 13b by regulating part two 12b, and batter brace two lower end is connected with purlin three 4c；Batter brace one 13a and connector two 11b arranged in dislocation are above and below purlin two 4b.
Embodiment 4
The present embodiment adjustable type tie rod system, in conjunction with Fig. 1, including batter brace mechanism 1, support rod mechanism 2, straight brace mechanism 3, purlin 4 and post beam 5, purlin 4 includes purlin one 4a, purlin two 4b and purlin three 4c, purlin one 4a, purlin two 4b and purlin three 4c sequentially install from top to bottom, and are parallel to each other between two；Batter brace mechanism 1 includes left batter brace 1a and right batter brace 1b, left batter brace 1a and right batter brace 1b and is symmetrically mounted on purlin 4, and purlin 4 is divided into upper and lower twoth district；Support rod mechanism 2 is positioned at above brace agency 1, is vertically arranged between purlin one 4a and purlin two 4b, purlin two 4b and purlin three 4c, and upper and lower arranged in dislocation；Straight brace mechanism 3 is positioned at below brace agency 1, is vertically arranged between the adjacent purlin below purlin two 4b and purlin three 4c and purlin three 4c, and upper and lower arranged in dislocation.
In conjunction with Figure 12, batter brace mechanism 1 tilts to be installed through between purlin one 4a, purlin two 4b, purlin three 4c, wherein, for connector one 11a, regulating part one 12a that sequentially install and batter brace one 13a between purlin one 4a and purlin two 4b, connector one 11a, regulating part one 12a and batter brace one 13a axis overlap, upper end 111 and purlin one 4a of connector one 11a fix, and the lower end 112 of connector one 11b is connected with batter brace one 13a by regulating part one 12a；For connector two 11b, regulating part two 12b that sequentially install and batter brace two 13b between purlin two 4b and purlin three 4c, connector two 11b, regulating part two 12b and batter brace two 13b axis overlap, and it is parallel to each other with connector one 11a, regulating part one 12a and axis, batter brace one 13a place that (both of which is the inclination of equal angular, inclination angle beta is 45 °), the upper end of connector two 11b and purlin two 4b fix, the lower end of connector two 11b is connected with batter brace two 13b by regulating part two 12b, and batter brace two lower end is connected with purlin three 4c；Batter brace one 13a and connector two 11b arranged in dislocation are above and below purlin two 4b；In conjunction with Fig. 4, this batter brace mechanism 1 is monolayer mechanism.
In conjunction with Fig. 5, support rod mechanism 2 is provided with four, wherein, three between purlin one 4a and purlin two 4b, one between purlin two 4b and purlin three 4c, and in the support rod mechanism of purlin two 4b and purlin three 4c and the support rod mechanism arranged in dislocation between purlin one 4a and purlin two 4b, support rod mechanism 2 includes interior bar 21 and urceolus 22, interior bar upper end 211, interior bar lower end 212 is provided with helicitic texture, interior bar 21 runs through and is installed on purlin one 4a and purlin two 4b, purlin two 4b and purlin three 4c, and fixed with purlin 4 by fixing nut 23 and pad 24, urceolus 22 is then set on the interior bar 21 between adjacent two purlins 4.Wherein, in conjunction with Fig. 6, urceolus 22 is hollow structure, and its internal diameter is more than interior bar 21 external diameter, and urceolus 22 is the round steel pipe of diameter 30-32mm, thick 2-3mm, and interior bar 21 is 10-14mm diameter round steel, and this support rod mechanism 2 is set to single layer structure.
In conjunction with Fig. 7 and Fig. 8, straight brace mechanism 3 is set to monolayer, and including straight brace 31, it is 10-14mm diameter steel round steel, and its two ends are threaded, between the straight brace 31 adjacent purlin below purlin two 4b.
Purlin 4 is horizontally installed between post beam 5, when after purlin installation in position, first batter brace mechanism 1 is installed, connector 11, regulating part one 12a and batter brace one 13a is sequentially arranged between purlin one 4a and purlin two 4b, regulating part two 12b and batter brace two 13b is sequentially arranged between purlin two 4b and purlin three 4c, the upper end 111 of connector 11 is fixed with purlin one 4a by fixture 14 and bolster 15, purlin two 4b, it is respectively mounted support member 16 below purlin three 4c, this support member 16 is the firm angle steel that 3-5mm is thick, namely the installation of batter brace mechanism 1 is completed, now, purlin deformity out of plane tends to design assumption state, namely adjust straight；Connect support rod mechanism 2 and straight brace mechanism 3 again, so that reducing purlin deformation.
The application is applied on the purlin of steel-structure factory building, on the one hand, in the tie rod system of the application, batter brace mechanism entirety is stable mechanism, the regulating part of adjustable dimension and length is set in it, so as to change length stable within the specific limits, and it is effectively reduced wall beam by manual operations and room purlin deformity out of plane causes goes along with sb. to guard him pre-damage, makes the supposition of purlin 4 more meet designing requirement；On the other hand, the setting of connector 11 and regulating part 12, be conducive to factory to make standardization and accelerate component process velocity, evade site operation error, improve construction precision；And in support rod mechanism 2, the urceolus 22 of hollow structure and coordinating of interior bar 21, it is achieved stable install while, play spacing and stable dimensions effect.
Embodiment 5
The present embodiment is identical with the setting of embodiment 4 and operation principle, is distinctive in that: in conjunction with Fig. 9, Figure 10 and Figure 11, batter brace mechanism 1, support rod mechanism 2 and straight brace mechanism 3 are disposed as double-decker.Difference according to its applicable situation, double-deck stability is better, more disclosure satisfy that the requirement of dimensional stability and deformation.
Embodiment 6
The present embodiment is identical with the setting of embodiment 1 and operation principle, it is distinctive in that: in conjunction with Fig. 2, including batter brace mechanism 1, support rod mechanism 2, straight brace mechanism 3, purlin 4 and post beam 5, purlin 4 includes purlin one 4a, purlin two 4b and purlin three 4c, purlin one 4a, purlin two 4b and purlin three 4c sequentially install from top to bottom, and are parallel to each other between two；Batter brace mechanism 1 includes left batter brace 1a and right batter brace 1b, left batter brace 1a and right batter brace 1b and is symmetrically mounted on purlin 4, and purlin 4 is divided into upper and lower twoth district；Support rod mechanism 2 is positioned at above brace agency 1, is vertically arranged between purlin one 4a and purlin two 4b, purlin two 4b and purlin three 4c, and upper and lower arranged in dislocation；Straight brace mechanism 3 is positioned at below brace agency 1, is vertically arranged between the adjacent purlin below purlin two 4b and purlin three 4c and purlin three 4c, and upper and lower arranged in dislocation；Support rod mechanism 2 is provided with five, wherein, three between purlin one 4a and purlin two 4b, two between purlin two 4b and purlin three 4c, and in the support rod mechanism of purlin two 4b and purlin three 4c and the support rod mechanism arranged in dislocation between purlin one 4a and purlin two 4b, support rod mechanism 2 and straight brace mechanism 3 arranged in dislocation.
Embodiment 7
The present embodiment is identical with the setting of embodiment 6 and operation principle, it is distinctive in that: in conjunction with Figure 12, batter brace mechanism 1 tilts to be installed through between purlin one 4a, purlin two 4b, purlin three 4c, wherein, for connector one 11a, regulating part one 12a that sequentially install and batter brace one 13a between purlin one 4a and purlin two 4b, connector one 11a, regulating part one 12a and batter brace one 13a axis overlap, upper end 111 and purlin one 4a of connector one 11a fix, and the lower end 112 of connector one 11b is connected with batter brace one 13a by regulating part one 12a；For connector two 11b, regulating part two 12b that sequentially install and batter brace two 13b between purlin two 4b and purlin three 4c, connector two 11b, regulating part two 12b and batter brace two 13b axis overlap, and it is parallel to each other with connector one 11a, regulating part one 12a and axis, batter brace one 13a place that (both of which is the inclination of equal angular, inclination angle beta is 45 °), the upper end of connector two 11b and purlin two 4b fix, the lower end of connector two 11b is connected with batter brace two 13b by regulating part two 12b, and batter brace two lower end is connected with purlin three 4c；Batter brace one 13a and connector two 11b arranged in dislocation are above and below purlin two 4b.
Embodiment 8
The present embodiment is identical with the setting of embodiment 6 and operation principle, is distinctive in that: in conjunction with Fig. 9, Figure 10 and Figure 11, batter brace mechanism 1, support rod mechanism 2 and straight brace mechanism 3 are disposed as double-decker.Difference according to its applicable situation, double-deck stability is better, more disclosure satisfy that the requirement of dimensional stability and deformation.
Above content is the further description provided technical scheme made in conjunction with the preferred implementation of the invention; it cannot be assumed that the invention is embodied as being confined to these explanations above-mentioned; for the invention person of an ordinary skill in the technical field; without departing from the concept of the premise of the invention; some simple deduction or replace can also be made, all should be considered as belonging to the protection domain of the invention.
Claims (10)
1. adjustable type tie rod system, it is characterized in that: described tie rod system is installed on several purlins, including batter brace mechanism, support rod mechanism and straight brace mechanism, purlin includes purlin one, purlin two and purlin three, purlin one, purlin two and purlin three are sequentially installed from top to bottom, and are parallel to each other between two；Batter brace mechanism runs through purlin two installation from purlin one is oblique, and including left batter brace and right batter brace, left batter brace and right batter brace are symmetrically mounted on purlin, and purlin is divided into upper and lower twoth district；Support rod mechanism is positioned at above brace agency, is vertically arranged between purlin one and purlin two or purlin two and purlin three, and upper and lower arranged in dislocation；Straight brace mechanism is positioned at below brace agency, is vertically arranged between purlin two with the adjacent purlin below purlin three or purlin three, and upper and lower arranged in dislocation.
2. adjustable type tie rod system as claimed in claim 1, it is characterized in that: described batter brace mechanism includes connector, regulating part and the batter brace sequentially installed, the upper end of connector is elbow, lower end is then connected with batter brace by regulating part, batter brace mechanism upper end is fixed on a upper purlin by the upper end of connector, and lower end is fixed on next purlin by batter brace lower end.
3. adjustable type tie rod system as claimed in claim 2, it is characterized in that: described regulating part is hollow structure, its axis is provided through centre bore, being threaded groove in this centre bore, lower end, batter brace upper end are respectively cooperating with being installed on and are positioned on regulating part upper and lower side the thread groove of central hole.
4. adjustable type tie rod system as claimed in claim 1, it is characterised in that: purlin is run through in described batter brace lower end, and is set with support member on batter brace, and this support member is positioned at below purlin.
5. adjustable type tie rod system as claimed in claim 4, it is characterised in that: described bracing frame is L or V-arrangement type structure, its smooth buffer head that contact surface is arc surface structure with purlin bottom surface.
6. adjustable type tie rod system as claimed in claim 1, it is characterized in that: described batter brace mechanism tilts to be installed through between purlin one, purlin two, purlin three, including the connector sequentially installed, regulating part one, batter brace one, regulating part two, batter brace two, the upper end of connector is fixed with purlin one, the lower end of connector is connected with batter brace one by regulating part one, batter brace one runs through purlin two, and be connected with batter brace two by regulating part two, batter brace two lower end is connected with purlin three.
7. adjustable type tie rod system as claimed in claim 1, it is characterized in that: described batter brace mechanism tilts to be installed through between purlin one, purlin two, purlin three, wherein, it is connector one, regulating part one and the batter brace one sequentially installed between purlin one and purlin two, the upper end of connector one is fixed with purlin one, and the lower end of connector one is connected with batter brace one by regulating part one；Being connector two, regulating part two and the batter brace two sequentially installed between purlin two and purlin three, the upper end of connector two is fixed with purlin two, and the lower end of connector two is connected with batter brace two by regulating part two, and batter brace two lower end is connected with purlin three；Batter brace one and connector two are parallel to each other, and arranged in dislocation is above and below purlin two.
8. adjustable type tie rod system as claimed in claim 1, it is characterized in that: described support rod mechanism includes interior bar and urceolus, interior bar runs through and is installed between purlin one and purlin two or purlin two and purlin three, and urceolus is then set on the interior bar between adjacent two purlins.
9. adjustable type tie rod system as claimed in claim 8, it is characterised in that: described urceolus is hollow structure, and its internal diameter is more than interior bar external diameter.
10. the adjustable type tie rod system as described in any one of claim 1-9, it is characterised in that: described batter brace mechanism and/or support rod mechanism and/or straight brace mechanism are set to monolayer or double-deck or multilamellar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610250340.9A CN105756254A (en) | 2016-04-20 | 2016-04-20 | Adjustable brace system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610250340.9A CN105756254A (en) | 2016-04-20 | 2016-04-20 | Adjustable brace system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105756254A true CN105756254A (en) | 2016-07-13 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610250340.9A Pending CN105756254A (en) | 2016-04-20 | 2016-04-20 | Adjustable brace system |
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| Country | Link |
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| CN (1) | CN105756254A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN109898668A (en) * | 2017-12-11 | 2019-06-18 | 美建建筑系统(中国)有限公司 | A kind of batter brace connection system of steel structure wall purlin |
| CN112343201A (en) * | 2020-10-21 | 2021-02-09 | 精工工业建筑系统有限公司 | Adjustable down-warping-preventing steel structure wall surface integration system and construction method |
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| CN204491908U (en) * | 2014-12-26 | 2015-07-22 | 五矿二十三冶建设集团第二工程有限公司 | The syndeton of the novel tie rod of steel structure metope and strut and purlin |
| CN204492004U (en) * | 2014-12-26 | 2015-07-22 | 五矿二十三冶建设集团第二工程有限公司 | A kind of Novel steel structure purlin regulates batter brace |
| CN204826224U (en) * | 2015-06-10 | 2015-12-02 | 湖北精工工业建筑系统有限公司 | Brace adaptor connection structure |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN109898668A (en) * | 2017-12-11 | 2019-06-18 | 美建建筑系统(中国)有限公司 | A kind of batter brace connection system of steel structure wall purlin |
| CN112343201A (en) * | 2020-10-21 | 2021-02-09 | 精工工业建筑系统有限公司 | Adjustable down-warping-preventing steel structure wall surface integration system and construction method |
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Application publication date: 20160713 |