CN109339337A - A kind of assembled architecture wall truss structure - Google Patents
A kind of assembled architecture wall truss structure Download PDFInfo
- Publication number
- CN109339337A CN109339337A CN201811409083.4A CN201811409083A CN109339337A CN 109339337 A CN109339337 A CN 109339337A CN 201811409083 A CN201811409083 A CN 201811409083A CN 109339337 A CN109339337 A CN 109339337A
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- China
- Prior art keywords
- string frame
- frame
- bending
- support
- articulation piece
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C3/11—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with non-parallel upper and lower edges, e.g. roof trusses
-
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
-
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2406—Connection nodes
-
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2418—Details of bolting
-
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2439—Adjustable connections, e.g. using elongated slots or threaded adjustment elements
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The present invention relates to technical field of buildings, and disclose a kind of assembled architecture wall truss structure, and the end articulation piece of T-slot is offered including support string frame, bending string frame, horizontal chord frame and two sides, and one end of the bending string frame is overlapped on the side of support string frame.The assembled architecture wall truss structure, by supporting string frame, bending string frame, the successively cooperation of horizontal chord frame and end articulation piece assembles, the form (linear type and triangle) of truss can freely be switched according to fabric structure feature, only need successively batch production bending string frame and horizontal chord frame, greatly reduce production cost, improve the efficiency of production, and the connection type for passing through plug-in, greatly shorten the time of assembly, and disassembled for transport can be carried out, reduce the cost of transport, and support string frame, bending string frame, after horizontal chord frame and any parts damages of end articulation piece, remaining can directly be recycled.
Description
Technical field
The present invention relates to technical field of buildings, specially a kind of assembled architecture wall truss structure.
Background technique
Truss is structure made of one kind is hinged at both ends each other as rod piece, and truss member is primarily subjected to axial drawing
Power or pressure make full use of the intensity of material, save material than solid web girder when span is larger, mitigate self weight and increase rigid
Degree, form are most commonly seen with linear type and triangle.
Web member and top-bottom chord are attached by the overlap joint of truss often by the mode of welding, to by the lotus of truss
Load is uniformly distributed, and improves the support strength of truss, but is directly attached by welding manner between web member and chord member, this
Integral type truss one side transportation cost it is higher, and the truss recovery utilization rate being attached in a welding manner is poor,
The controllability of integral type truss is poor simultaneously, after welding, is difficult to change its inner supporting structure, causes support effect can not
Reach best.
Linear type truss and triangular truss are all integral moldings, are generally required in fairly large building to two
Production is conducted batch-wise in kind truss single, and the cost of production increases considerably, and efficiency is lower.
Summary of the invention
The present invention provides a kind of assembled architecture wall truss structure, have can free switching assembled form, transport at
This is low, and the high advantage of recovery utilization rate solves the problems, such as background technique proposition.
The invention provides the following technical scheme: a kind of assembled architecture wall truss structure, including support string frame, bending string
Frame, horizontal chord frame and two sides offer the end articulation piece of T-slot, and one end of the bending string frame is overlapped on the one of support string frame
Side is clamped between the other side and end articulation piece of the bending string frame, the two sides of the horizontal chord frame respectively with support string frame
It is clamped with the two sides of end articulation piece；
The support string top of the trellis is fixedly connected with position-limited rack, and the support string frame upper surface is equipped with inner groovy, and inner groovy
Middle part offers threaded hole, and limiting slot I is offered at the top of the support string frame, and the upper surface of the support string frame is also provided with
Limiting slot II；
The end of the bending string frame is embedded with connecting shaft I in the middle part of the bending string frame integrally formed with T-type sliding block, described
The middle part of connecting shaft I is movably installed with mounting rack, and the central location of the connecting shaft I is movably installed with web member I, the mounting rack
One end far from connecting shaft I is embedded with connecting shaft II, and the central location of the connecting shaft II is movably installed with web member II, the abdomen
The other end of bar I and web member II extends respectively to the inside of limiting slot I；
The bottom of the end articulation piece offers internal thread hole, and the inner cavity that the end articulation piece is located at internal thread hole is placed with
Flexible adjustment part, the end articulation piece is threaded with by internal thread hole holds out against component below flexible adjustment part；
The lower section of two mounting rack ends junction is supported by bearing assembly, the bottom of the bearing assembly and branch
Threaded hole on support string frame is attached.
Preferably, it is offered respectively on the bottom end end face of the support string frame positioned at inner groovy, limiting slot I and limiting slot II
The screw hole of lower section, and screw hole runs through inner groovy, limiting slot I and limiting slot II, in the screw hole on the support string frame
It is set with screw, and string frame is supported to lock respectively with the bottom thread of bending string frame, web member I and web member II by screw.
Preferably, it integrally formed with engaging lug on the bending string frame and the front-back of horizontal chord frame one end, and connects
Offer pin hole in the middle part of ear, the end of the bending string frame and horizontal chord frame is arc-shaped, and bending string frame and support string
The lap-joint of frame is attached using the connection type of interference fit, is integrally molded so as between the bending string frame and T-type sliding block
Bending-like is horizontal between the horizontal chord frame and T-type sliding block.
Preferably, the position-limited rack includes the steelframe being fixedly connected with support string frame, the front and back end of the inside of the steelframe
The card slot with bending string frame or horizontal chord frame end adapter is offered on face, offers two on the front/rear end of the position-limited rack
In group two locking holes symmetrical about card slot, the position of the locking hole and bending string frame or horizontal chord frame upper connecting ear
The corresponding arrangement of the pin hole in portion.
Preferably, it is clamped between the T-type sliding block and end articulation piece using the connection type of interference fit.
Preferably, the component that holds out against includes the clamping screw being threadedly coupled with end articulation piece bottom internal thread hole, institute
The handle mounting hole that perforation is offered in the middle part of clamping screw is stated, the bottom of the clamping screw is welded with the pressure in rounding mesa-shaped
Tight piece, the bottom end for compressing piece and the end that is close to of two mounting racks overlap, and the end that is close to of two mounting racks is respectively welded
There is a semiorbicular interior female members, and the shape that female members forms in two semi-circulars is adapted to the lower shape for compressing piece.
Preferably, the bearing assembly includes the studs that bottom end is threadedly coupled with inner groovy internal thread hole, described double
The top of header stud is threaded with the support chip below female members in semi-circular inside mounting rack, the outside of the support chip
One section of annular protrusion is welded on wall, and support chip passes through the company using interference fit between annular protrusion and mounting rack inner wall
The mode of connecing is attached.
Preferably, the flexible adjustment part is zigzag elastic steel sheet, and the elastic limit value of flexible adjustment part is greater than limit
In slot II end of bending string frame under static state support string frame inner wall between spacing.
Preferably, arrangement corresponding with position on bending string frame and mounting rack is offered respectively on the web member I and web member II
Location hole.
The present invention have it is following the utility model has the advantages that
1, the assembled architecture wall truss structure, by support string frame, bending string frame, horizontal chord frame and end articulation piece according to
Secondary cooperation assembling, can freely switch the form (linear type and triangle) of truss according to fabric structure feature, only need
Successively batch production bending string frame and horizontal chord frame, greatly reduce production cost, improve the efficiency of production, and lead to
The connection type of plug-in is crossed, the time of assembly is greatly shortened, and disassembled for transport can be carried out, reduces the cost of transport, and
And after support string frame, bending string frame, horizontal chord frame and any parts damages of end articulation piece, remaining can directly recycle benefit
With.
2, the assembled architecture wall truss structure is carrying out triangular truss installation by the setting of flexible adjustment part
During, it can use the defect error of the amount of elastic deformation compensation bending string frame produced in lengths of flexible adjustment part, so that folding
The end of curved string frame can be bonded the inside of support string frame always, to improve the support strength of bending string frame, while hold out against group
The cooperation of part and bearing assembly can be adjusted, and the mounting rack of two sides is allowed to remain horizontality, to improve
Its stability of strutting system, so that the support effect of entire truss is improved.
Detailed description of the invention
Fig. 1 is present invention support string frame, bending string frame and end articulation piece connection schematic diagram；
Fig. 2 is the schematic top plan view of Fig. 1 of the present invention；
Fig. 3 is present invention support string frame, horizontal chord frame and end articulation piece connection schematic diagram；
Fig. 4 is the partial schematic diagram of Fig. 1 of the present invention；
Fig. 5 is bearing assembly schematic diagram of the present invention.
In figure: 1, supporting string frame；2, bending string frame；3, horizontal chord frame；4, end articulation piece；5, position-limited rack；51, steelframe；
52, card slot；53, locking hole；6, inner groovy；7, limiting slot I；8, limiting slot II；9, T-type sliding block；10, connecting shaft I；11, it installs
Frame；12, web member I；13, connecting shaft II；14, web member II；15, flexible adjustment part；16, component is held out against；161, clamping screw；162,
Compress piece；17, bearing assembly；171, studs；172, support chip；173, annular protrusion.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation description, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other
Embodiment shall fall within the protection scope of the present invention.
Please refer to Fig. 1-5, a kind of assembled architecture wall truss structure, including support string frame 1, bending string frame 2, horizontal chord
Frame 3 and two sides offer the end articulation piece 4 of T-slot, and one end of bending string frame 2 is overlapped on the side of support string frame 1, bending string
Be clamped between the other side and end articulation piece 4 of frame 2, the two sides of horizontal chord frame 3 respectively with support string frame 1 and end articulation piece 4
Two sides clamping；
The both sides of the edge at 1 top of support string frame have been respectively fixedly connected with position-limited rack 5, and the central location of support 1 upper surface of string frame is opened
Equipped with circular inner groovy 6, and the middle part of inner groovy 6 offers threaded hole, and the top of support string frame 1 offers and inner groovy 6
Coaxial line and the limiting slot I 7 for being located at 6 two sides of inner groovy, the upper surface of support string frame 1 be also provided with positioned at I 7 two sides of limiting slot and
In two groups of symmetrical limiting slots II 8 of front and back；
The end of bending string frame 2 is clamped between T-type sliding block 9 and end articulation piece 4 by T-slot integrally formed with T-type sliding block 9,
The middle part of bending string frame 2 is embedded with connecting shaft I 10, and the middle part of connecting shaft I 10 is movably installed between 2 gap of bending string frame
And the mounting rack 11 being in a horizontal state, the central location identical movement of connecting shaft I 10 are set between 11 gap of mounting rack
Web member I 12, mounting rack 11 is embedded with connecting shaft II 13 far from one end of connecting shaft I 10, and the central location of connecting shaft II 13 is living
It moves and is set with web member II 14, the other end of web member I 12 and web member II 14 extends respectively to the inside of limiting slot I 7；
The bottom of end articulation piece 4 offers internal thread hole, and flexible tune is placed in the inner cavity that end articulation piece 4 is located at internal thread hole
Part 15 is saved, end articulation piece 4 is threaded with by internal thread hole and holds out against component 16 positioned at 15 lower section of flexible adjustment part；
The lower section of two 11 end junctions of mounting rack is supported by bearing assembly 17, the bottom of bearing assembly 17 and support
Threaded hole on string frame 1 is attached.
Wherein, it supports and is offered under inner groovy 6, limiting slot I 7 and limiting slot II 8 respectively on the bottom end end face of string frame 1
The screw hole of side, and screw hole runs through inner groovy 6, limiting slot I 7 and limiting slot II 8, supports in the screw hole on string frame 1 and divides
Other sleeving bolt, and string frame 1 is supported to lock respectively with the bottom thread of bending string frame 2, web member I 12 and web member II 14 by screw
Tightly, bending string frame 2, web member I 12 and web member II 14 are locked by screw, to avoid bending string frame 2, I 12 and of web member
Web member II 14 is subjected to displacement during support, to influence its stability of strutting system, improves the integrated support intensity of truss；
Wherein, integrally formed with engaging lug on the front-back of 3 one end of bending string frame 2 and horizontal chord frame, and the middle part of engaging lug
Offer pin hole, the end of bending string frame 2 and horizontal chord frame 3 is arc-shaped, and the overlap joint of bending string frame 2 and support string frame 1
Place is attached using the connection type of interference fit, is integrally molded so as bending-like between bending string frame 2 and T-type sliding block 9, horizontal
Be between string frame 3 and T-type sliding block 9 it is horizontal, by the end of engaging lug on horizontal chord frame 3 and horizontal chord frame 3 respectively with card
Slot 52 carries out adaptation clamping, facilitates the installation for carrying out linear type truss, realizes the free switching of truss form；
Wherein, position-limited rack 5 includes the steelframe 51 being fixedly connected with support string frame 1, is opened up on the front/rear end of the inside of steelframe 51
Have the card slot 52 with 3 end adapter of bending string frame 2 or horizontal chord frame, offered on the front/rear end of position-limited rack 5 two groups about
Two symmetrical locking holes 53 of card slot 52, the position of locking hole 53 and bending string frame 2 or 3 upper connecting ear of horizontal chord frame middle part
The corresponding arrangement of pin hole；
Wherein, it is clamped between T-type sliding block 9 and end articulation piece 4 using the connection type of interference fit, guarantees that junction does not have
There is gap, so that bending string frame 2 is more stable during entire support；
Wherein, holding out against component 16 includes the clamping screw 161 being threadedly coupled with 4 bottom internal thread hole of end articulation piece, locking screw
The middle part of bolt 161 offers the handle mounting hole of perforation, and the bottom of clamping screw 161 is welded with the compression piece in rounding mesa-shaped
162, the end that is close to of the bottom end and two mounting racks 11 that compress piece 162 overlaps, and the end that is close to of two mounting racks 11 is respectively welded
One semiorbicular interior female members, and the shape that female members forms in two semi-circulars is adapted to the lower shape for compressing piece 162, is passed through
Compression adjusting can be carried out to 11 hinged end of mounting rack by compressing piece 162, guarantee that the mounting rack 11 of two sides is in horizontality always,
To improve the stability of entire truss；
Wherein, bearing assembly 17 includes the studs 171 that bottom end is threadedly coupled with 6 internal thread hole of inner groovy, studs 171
Top be threaded with the support chip 172 below female members in 11 inside semi-circular of mounting rack, the lateral wall of support chip 172
On be welded with one section of annular protrusion 173, and support chip 172 passes through using between 11 inner wall of annular protrusion 173 and mounting rack
The connection type of cooperation of being full of is attached, the setting of annular protrusion 173, be can be convenient and is played area between 11 inner wall of mounting rack by connecing
Touching the problem of avoiding and have gap, cause bearing assembly 17 that can shake, improves the compact of the support connection of bearing assembly 17
Property, it improves bearing assembly 17 and overally supports stability；
Wherein, flexible adjustment part 15 is zigzag elastic steel sheet, and the elastic limit value of flexible adjustment part 15 is greater than limiting slot II 8
The end of interior bending string frame 2 under static state support 1 inner wall of string frame between spacing, can use flexible adjustment part 15
The defect error of amount of elastic deformation compensation 2 produced in lengths of bending string frame；
Wherein, determining for arrangement corresponding with position on bending string frame 2 and mounting rack 11 is offered respectively on web member I 12 and web member II 14
Position hole, it is convenient that splicing transport is carried out to entire truss when transport.
When carrying out triangular truss installation, 2 side of bending string frame for being connected with T-type sliding block 9 is directed at end first
T-slot on portion's articulation piece 4 is firmly tapped to the inside of end articulation piece 4, then by the corresponding dress of the bending string frame 2 of the other side
On, then mounting rack 11 is expanded to level, and it is corresponding web member I 12 and web member II 14 are unfolded, then by bending string frame 2, web member I
12 and web member II 14 is respectively aligned to limiting slot II 8 and the inside of limiting slot I 7 is clamped, and using screw to web member I 12 and abdomen
The bottom end of bar II 14 is locked, and flexible adjustment part 15 is placed on to the inside of end articulation piece 4, and clamping screw 161 is directed at end
The internal thread hole of 4 bottom of portion's articulation piece, being then screwed onto top, (compressing piece 162 at this time, there are one with 11 lap-joint of mounting rack
Fixed gap), then by the threaded hole inside the end alignment inner groovy 6 of studs 171 and tighten, then by the installation of two sides
Frame 11 successively presses the top (resisting mounting rack 11 by annular protrusion 173) for being overlapped on support chip 172, rotates double end spiral shell again
Then 171 to two mounting racks of column, 11 horizontality contacts at the top of rotation lock bolt 161 to compression piece 162 and mounting rack 11,
Flexible adjustment part 15 is squeezed deformation to pressing end articulation piece 4(at this time still further below, and bending string frame 2 generates movement in a curve), make
The both ends of bending string frame 2 are respectively held against the inner wall of support string frame 1, are then locked using screw to bending string frame 2 and support string frame 1
Tightly, when pressing end articulation piece 4, rotation lock bolt 161 resists 11 connecting pin of mounting rack until compressing piece 162,
So far, the installation of triangular truss is completed；
Carry out linear type truss installa-tion when after, the T-type sliding block 9 of 3 side of horizontal chord frame is sticked into the T in end articulation piece 4
In type groove, then by the card slot 52 of the engaging lug of 3 side of horizontal chord frame and end alignment two sides, and firmly it is pressed into card slot 52
Bottom, then stick into locking hole 53 using bolt and nut and locked, so far complete linear type truss installation.
It should be noted that, in this document, relational terms such as first and second and the like are used merely to a reality
Body or operation are distinguished with another entity or operation, are deposited without necessarily requiring or implying between these entities or operation
In any actual relationship or order or sequence.Moreover, the terms "include", "comprise" or its any other variant are intended to
Non-exclusive inclusion, so that the process, method, article or equipment including a series of elements is not only wanted including those
Element, but also including other elements that are not explicitly listed, or further include for this process, method, article or equipment
Intrinsic element.
It although an embodiment of the present invention has been shown and described, for the ordinary skill in the art, can be with
A variety of variations, modification, replacement can be carried out to these embodiments without departing from the principles and spirit of the present invention by understanding
And modification, the scope of the present invention is defined by the appended.
Claims (9)
1. a kind of assembled architecture wall truss structure, including support string frame (1), bending string frame (2), horizontal chord frame (3) and two
Side offers the end articulation piece (4) of T-slot, it is characterised in that: one end of the bending string frame (2) is overlapped on support string frame
(1) side is clamped, the two of the horizontal chord frame (3) between the other side and end articulation piece (4) of the bending string frame (2)
Side is clamped with the two sides of support string frame (1) and end articulation piece (4) respectively；It is fixedly connected at the top of the support string frame (1) limited
Position frame (5), the support string frame (1) upper surface is equipped with inner groovy (6), and offers threaded hole in the middle part of inner groovy (6), described
Limiting slot I (7) is offered at the top of support string frame (1), the upper surface of support string frame (1) is also provided with limiting slot II (8)；
The end of the bending string frame (2) is embedded with connecting shaft I in the middle part of the bending string frame (2) integrally formed with T-type sliding block (9)
(10), it is movably installed with mounting rack (11) in the middle part of the connecting shaft I (10), the central location activity of the connecting shaft I (10)
It is set with web member I (12), the mounting rack (11) is embedded with connecting shaft II (13), the company far from one end of connecting shaft I (10)
The central location of spindle II (13) is movably installed with web member II (14), the other end point of the web member I (12) and web member II (14)
The inside of limiting slot I (7) is not extended to；
The bottom of the end articulation piece (4) offers internal thread hole, and the end articulation piece (4) is located at the inner cavity of internal thread hole
It is placed with flexible adjustment part (15), the end articulation piece (4) is threaded with by internal thread hole positioned at flexible adjustment part
(15) component (16) are held out against below；
The lower section of two mounting rack (11) end junctions is supported by bearing assembly (17), the bearing assembly
(17) bottom is attached with the threaded hole in support string frame (1).
2. a kind of assembled architecture wall truss structure according to claim 1, it is characterised in that: the support string frame
(1) screw hole below inner groovy (6), limiting slot I (7) and limiting slot II (8) is offered on bottom end end face respectively, and
Screw hole runs through inner groovy (6), limiting slot I (7) and limiting slot II (8), difference in the screw hole on support string frame (1)
Sleeving bolt, and string frame (1) is supported to pass through the screw bottom spiral shell with bending string frame (2), web member I (12) and web member II (14) respectively
Line locking.
3. a kind of assembled architecture wall truss structure according to claim 1, it is characterised in that: the bending string frame
(2) integrally formed with engaging lug and on the front-back of horizontal chord frame (3) one end, and pin hole is offered in the middle part of engaging lug, institute
The end for stating bending string frame (2) and horizontal chord frame (3) is arc-shaped, and the lap-joint of bending string frame (2) and support string frame (1)
It is attached using the connection type of interference fit, is integrally molded so as bending between the bending string frame (2) and T-type sliding block (9)
Shape is horizontal between the horizontal chord frame (3) and T-type sliding block (9).
4. a kind of assembled architecture wall truss structure according to claim 1, it is characterised in that: the position-limited rack (5)
Including the steelframe (51) being fixedly connected with support string frame (1), offers and roll on the front/rear end of the inside of the steelframe (51)
The card slot (52) of curved string frame (2) or horizontal chord frame (3) end adapter offers two on the front/rear end of the position-limited rack (5)
Group two locking holes (53) symmetrical about card slot (52), the position of the locking hole (53) and bending string frame (2) or water
The corresponding arrangement of pin hole in the middle part of flat string frame (3) upper connecting ear.
5. a kind of assembled architecture wall truss structure according to claim 1, it is characterised in that: the T-type sliding block (9)
It is clamped between end articulation piece (4) using the connection type of interference fit.
6. a kind of assembled architecture wall truss structure according to claim 1, it is characterised in that: described to hold out against component
It (16) include the clamping screw (161) being threadedly coupled with end articulation piece (4) bottom internal thread hole, the clamping screw (161)
Middle part offer the handle mounting hole of perforation, the bottom of the clamping screw (161) is welded with the compression piece in rounding mesa-shaped
(162), the bottom end for compressing piece (162) and two mounting racks (11) are close to end overlap joint, two mounting racks (11)
It is close to end and is respectively welded a semiorbicular interior female members, and the shape and compression piece (162) that female members forms in two semi-circulars
Lower shape adaptation.
7. a kind of assembled architecture wall truss structure according to claim 1, it is characterised in that: the bearing assembly
It (17) include studs (171) that bottom end is threadedly coupled with inner groovy (6) internal thread hole, the top of the studs (171)
End is threaded with the support chip (172) below female members in the internal semi-circular of mounting rack (11), the support chip (172)
One section of annular protrusion (173) is welded on lateral wall, and support chip (172) passes through in annular protrusion (173) and mounting rack (11)
The connection type using interference fit between wall is attached.
8. a kind of assembled architecture wall truss structure according to claim 1, it is characterised in that: the flexible adjustment part
It (15) is zigzag elastic steel sheet, and the elastic limit value of flexible adjustment part (15) is greater than the interior bending string frame (2) of limiting slot II (8)
End under static state support string frame (1) inner wall between spacing.
9. a kind of assembled architecture wall truss structure according to claim 1, it is characterised in that: the web member I (12)
With the location hole for offering arrangement corresponding with position on bending string frame (2) and mounting rack (11) on web member II (14) respectively.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811409083.4A CN109339337A (en) | 2018-11-23 | 2018-11-23 | A kind of assembled architecture wall truss structure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811409083.4A CN109339337A (en) | 2018-11-23 | 2018-11-23 | A kind of assembled architecture wall truss structure |
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| Publication Number | Publication Date |
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| CN109339337A true CN109339337A (en) | 2019-02-15 |
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| CN201811409083.4A Withdrawn CN109339337A (en) | 2018-11-23 | 2018-11-23 | A kind of assembled architecture wall truss structure |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109826357A (en) * | 2019-02-25 | 2019-05-31 | 济源职业技术学院 | A kind of assembled architecture truss structure |
| CN110104203A (en) * | 2019-05-16 | 2019-08-09 | 新誉集团有限公司 | The assembly positioning device and assembly method of dirigible carbon fiber truss |
| CN112095842A (en) * | 2020-09-23 | 2020-12-18 | 温州源铭振跃科技有限公司 | Prefabricated assembled building wall truss structure |
| CN112196111A (en) * | 2020-08-20 | 2021-01-08 | 江苏沐恩建设工程有限公司 | Assembled house with steel concrete cast-connection frame structure |
| CN112672557A (en) * | 2020-12-08 | 2021-04-16 | 河南光之源光电科技有限公司 | LED display screen box of preapring for an unfavorable turn of events shape |
| CN115012555A (en) * | 2022-07-05 | 2022-09-06 | 苏邑设计集团有限公司 | Prefabricated assembled wall truss structure |
| CN115162516A (en) * | 2022-08-09 | 2022-10-11 | 江苏绿艺杭萧钢结构工程有限公司 | Non-welding assembled steel structure for building |
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2018
- 2018-11-23 CN CN201811409083.4A patent/CN109339337A/en not_active Withdrawn
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109826357A (en) * | 2019-02-25 | 2019-05-31 | 济源职业技术学院 | A kind of assembled architecture truss structure |
| CN110104203A (en) * | 2019-05-16 | 2019-08-09 | 新誉集团有限公司 | The assembly positioning device and assembly method of dirigible carbon fiber truss |
| CN110104203B (en) * | 2019-05-16 | 2024-03-26 | 新誉集团有限公司 | Assembly positioning device and assembly method of carbon fiber truss for airship |
| CN112196111A (en) * | 2020-08-20 | 2021-01-08 | 江苏沐恩建设工程有限公司 | Assembled house with steel concrete cast-connection frame structure |
| CN112095842A (en) * | 2020-09-23 | 2020-12-18 | 温州源铭振跃科技有限公司 | Prefabricated assembled building wall truss structure |
| CN112095842B (en) * | 2020-09-23 | 2021-12-28 | 鸿志远科技股份有限公司 | Prefabricated assembled building wall truss structure |
| CN112672557A (en) * | 2020-12-08 | 2021-04-16 | 河南光之源光电科技有限公司 | LED display screen box of preapring for an unfavorable turn of events shape |
| CN115012555A (en) * | 2022-07-05 | 2022-09-06 | 苏邑设计集团有限公司 | Prefabricated assembled wall truss structure |
| CN115012555B (en) * | 2022-07-05 | 2023-10-20 | 苏邑设计集团有限公司 | Prefabricated wall truss structure |
| CN115162516A (en) * | 2022-08-09 | 2022-10-11 | 江苏绿艺杭萧钢结构工程有限公司 | Non-welding assembled steel structure for building |
| CN115162516B (en) * | 2022-08-09 | 2023-09-01 | 江苏新均力重工有限公司 | Welding-free assembled steel structure for building |
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