CN108396906A - One kind being used for the telescopic steel construction cable-stayed support of building - Google Patents
One kind being used for the telescopic steel construction cable-stayed support of building Download PDFInfo
- Publication number
- CN108396906A CN108396906A CN201810346088.0A CN201810346088A CN108396906A CN 108396906 A CN108396906 A CN 108396906A CN 201810346088 A CN201810346088 A CN 201810346088A CN 108396906 A CN108396906 A CN 108396906A
- Authority
- CN
- China
- Prior art keywords
- crossbeam
- block
- girder
- fixedly connected
- link
- 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.)
- Granted
Links
- 238000010276 construction Methods 0.000 title claims abstract description 27
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 18
- 239000010959 steel Substances 0.000 title claims abstract description 18
- 230000006835 compression Effects 0.000 claims description 10
- 238000007906 compression Methods 0.000 claims description 10
- 239000007787 solid Substances 0.000 claims description 4
- 230000000694 effects Effects 0.000 description 5
- 238000010586 diagram Methods 0.000 description 3
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000005540 biological transmission Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
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
-
- 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
- E04C2003/026—Braces
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention discloses one kind being used for the telescopic steel construction cable-stayed support of building, including crossbeam one and crossbeam two, the crossbeam one is located at the top of crossbeam two, vertical beam one and vertical beam two are movably installed between the crossbeam one and crossbeam two, the vertical beam one is located at the left side of vertical beam two, the vertical beam one includes beam casing one and beam core one, the beam casing one is socketed in the surface of mono- bottom ends Liang Xin, the top in one left side of the beam casing, which is fixedly connected with, accommodates block one, and the internal slide for accommodating block one is connected with limited block one.This is used for the telescopic steel construction cable-stayed support of building, by the way that limited block one, limiting slot one, limited block two and limiting slot two is arranged, the length of vertical beam one and vertical beam two can be adjusted, to which the distance between crossbeam one and crossbeam two be adjusted, by the way that sliding block one, fixed link one, fixing sleeve one, sliding block three, fixed link three and fixing sleeve three is arranged, it can allow vertical beam one that can be moved between crossbeam one and crossbeam two.
Description
Technical field
The present invention relates to technical field of fixed buildings, specially a kind of to be used for the telescopic steel construction oblique pull of building
Support.
Background technology
Building has a higher requirement to structural strength and stability, due to lacking effective branch between existing building
Support part part causes building to be easily deformed when by extraneous huge external force, reduces the stability of building, is built in difference
Object is built in use, needing replacing different cable-stayed supports, this can substantially reduce the working efficiency of construction, and extend the construction time, no
It is used convenient for people.
Invention content
The present invention provides one kind being used for the telescopic steel construction cable-stayed support of building, and cable-stayed support size can be adjusted by having
The advantages that, solve the problems, such as that existing cable-stayed support can not adjusting size.
The present invention provides the following technical solutions：One kind being used for the telescopic steel construction cable-stayed support of building, including crossbeam one
With crossbeam two, the crossbeam one is located at the top of crossbeam two, be movably installed between the crossbeam one and crossbeam two vertical beam one and
Vertical beam two, the vertical beam one are located at the left side of vertical beam two, and the vertical beam one includes beam casing one and beam core one, and the beam casing one is socketed
Surface in one bottom end of beam core, the top in one left side of the beam casing, which is fixedly connected with, accommodates block one, the inside for accommodating block one
Limited block one is slidably connected, the left side of the beam core one offers limiting slot one, and the right end of the limited block one extends to beam
The inside of set one is simultaneously connected in limiting slot one, and the vertical beam two includes beam casing two and beam core two, and the beam casing two is socketed in beam
The surface of two bottom end of core, the top on two right side of the beam casing, which is fixedly connected with, accommodates block two, the internal slide for accommodating block two
It is connected with limited block two, the right side opening of the beam core two is equipped with limiting slot two, and the left end of the limited block two extends to beam casing two
Inside and be connected in limiting slot two, the beam casing one and beam casing two are movably arranged on the top of crossbeam two, the beam casing
One bottom is fixedly connected with sliding block one, and the sliding block one is slidably connected at the inside of crossbeam two, and the front of the sliding block one is solid
Surely it is connected with fixed link one, the front end of the fixed link one extends to the outside of crossbeam two, and the fixed link one is located at crossbeam two
The thread surface of external one end is connected with fixing sleeve one, and the back side of the fixing sleeve one is flexibly connected with the front of crossbeam two, institute
The bottom for stating beam casing two is fixedly connected with sliding block two, and the sliding block two is slidably connected at the inside of crossbeam two, the sliding block two
Front is fixedly connected with fixed link two, and the front end of the fixed link two extends to the outside of crossbeam two, and the fixed link two is located at
The thread surface of two outside one end of crossbeam is connected with fixing sleeve two, and the back side of the fixing sleeve two connects with the front activity of crossbeam two
It connects, the beam core one and beam core two are movably arranged on the bottom of crossbeam one, and the top of the beam core one is fixedly connected with sliding block
Three, the sliding block three is slidably connected at the inside of crossbeam one, and the front of the sliding block three is fixedly connected with fixed link three, described solid
The front end of fixed pole three extends to the outside of crossbeam one, and the fixed link three is located at the thread surface connection of one end outside crossbeam one
There are fixing sleeve three, the back side of the fixing sleeve three to be flexibly connected with the front of crossbeam one, the top of the beam core two is fixedly connected
There are sliding block four, the sliding block four to be slidably connected at the inside of crossbeam one, the front of the sliding block four is fixedly connected with fixed link four,
The front end of the fixed link four extends to the outside of crossbeam one, and the fixed link four is located at the surface spiral shell of one end outside crossbeam one
Line is connected with fixing sleeve four, and the back side of the fixing sleeve four is flexibly connected with the front of crossbeam one.
Preferably, the inner wall of the beam casing one and beam casing two has been fixedly connected with positioned at beam core one and two front of beam core and the back of the body
The front and back of the gib block in face, the beam core one and beam core two offers guide groove, and the gib block is slidably connected at
In guide groove.
Preferably, the top and bottom of the limited block one and limited block two have been fixedly connected with drive block, the transmission
The side of block is fixedly connected with compression spring, and the one end of the compression spring far from drive block is fixed with the inner wall for accommodating block one and receiving block two
Connection.
Preferably, the one end of the limited block one and limited block two far from limiting slot one and limiting slot two extends respectively to hold
Receive block one and accommodate block two outside and be fixedly connected with pulling block.
Preferably, the crossbeam one includes girder one, girder two and auxiliary girder one, and activity is pacified respectively for the girder and girder two
Mounted in the left and right side of auxiliary girder one, the left side of the auxiliary girder one is fixedly connected with link block one, the right side opening of the girder one
Equipped with link slot one, the left end of the link block one is movably connected in link slot one, and the left side of the girder two is fixedly connected
There are link block two, the right side opening of the auxiliary girder one to be equipped with link slot two, the left end of the link block two is movably connected in link slot
In two, the both sides of one top and bottom of the auxiliary girder have been fixedly connected with bearing rod one, the right side of one top and bottom of the girder
Bearing rod two it has been fixedly connected on the left of two top and bottom of side and girder, the surface of the bearing rod one and bearing rod two is equal
It is socketed with briquetting one, the side of the briquetting one is flexibly connected with crossbeam one, side activity of the briquetting one far from crossbeam one
It is connected with the nut one for being threaded in two surface of bearing rod one and bearing rod.
Preferably, the crossbeam two includes girder three, girder four and auxiliary girder two, and the girder three and girder four are movable respectively
Mounted on the left and right side of auxiliary girder two, the left side of the auxiliary girder two is fixedly connected with link block three, the right side of the girder three
Link slot three is offered, the left end of the link block three is movably connected in link slot three, and the left side of the girder four, which is fixed, to be connected
It is connected to link block four, the right side opening of the auxiliary girder two is equipped with link slot four, and the left end of the link block four is movably connected in connection
In slot four, the both sides of two top and bottom of the auxiliary girder have been fixedly connected with bearing rod three, three top and bottom of the girder
It is fixedly connected with bearing rod four, the surface of the bearing rod three and bearing rod four on the left of four top and bottom of right side and girder
It is socketed with briquetting two, the side of the briquetting two is flexibly connected with crossbeam two, and side of the briquetting two far from crossbeam two is lived
It is dynamic to be connected with the nut two for being threaded in four surface of bearing rod three and bearing rod.
Compared with prior art, the present invention provides one kind be used for the telescopic steel construction cable-stayed support of building, have with
Lower advantageous effect：
1, this is used for the telescopic steel construction cable-stayed support of building, by the way that limited block one, limiting slot one, limited block two and limit is arranged
Position slot two, can be adjusted the length of vertical beam one and vertical beam two, to be carried out to the distance between crossbeam one and crossbeam two
It adjusts, by the way that sliding block one, fixed link one, fixing sleeve one, sliding block three, fixed link three and fixing sleeve three is arranged, vertical beam one can be allowed
It can be moved between crossbeam one and crossbeam two, by the way that sliding block two, fixed link two, fixing sleeve two, sliding block four, fixed link four is arranged
With fixing sleeve four, it can allow vertical beam two that can be moved between crossbeam one and crossbeam two, between vertical beam one and vertical beam two
Distance be adjusted, can to cable-stayed support carry out size adjusting improve the working efficiency of construction to facilitate worker to construct,
And shorten the construction time, it is used convenient for people.
2, this is used for the telescopic steel construction cable-stayed support of building, can be to beam core by the way that gib block and guide groove is arranged
One and beam core two be oriented to, allow what beam core one and beam core two moved more to stablize, and can allow limited block one and limited block
Two can more accurately stick into limiting slot one and limiting slot two, can be limited block one by the way that drive block and compression spring is arranged
Thrust is provided with limited block two, allows limited block one and limited block two that can more easily stick into limiting slot one and limiting slot two,
It can increase the contact area of limited block one and limited block two and user's hand by the way that pulling block is arranged, allow user can be more
Limited block one and limited block two are easily moved, by the way that girder one, girder two, auxiliary girder one, girder three, girder four and auxiliary girder is arranged
Two, auxiliary girder one can be increased when needing to increase crossbeam one and two length of crossbeam and the quantity of auxiliary girder two can reach, Neng Goufang
That just constructs strains when participating in the cintest, by the way that link block one, link slot one, link block two and link slot two is arranged, can increase auxiliary girder one
The tight ness rating being connect with girder one and girder two, and coordinate with bearing rod one, bearing rod two, briquetting one and nut one, by auxiliary girder
One more fasten be mounted between girder one and girder two, pass through be arranged link block three, link slot three, link block four and connection
Slot four, can increase the tight ness rating that auxiliary girder two is connect with girder three and girder four, and with bearing rod three, bearing rod four, briquetting two
Coordinate with nut two, is mounted on what auxiliary girder two more fastened between girder three and girder four.
Description of the drawings
Fig. 1 is schematic structural view of the invention；
Fig. 2 is schematic structural cross-sectional view of the invention；
Fig. 3 is the overlooking structure diagram of crossbeam two of the present invention；
Fig. 4 is the present invention looks up structural representation of crossbeam one of the present invention；
Fig. 5 is the connection structure schematic top plan view of gib block of the present invention and guide groove；
Fig. 6 is the partial structurtes enlarged diagram at A in Fig. 2 of the present invention；
Fig. 7 is the partial structurtes enlarged diagram at B in Fig. 2 of the present invention.
In figure：1 crossbeam one, 101 girders one, 102 girders two, 103 auxiliary girders one, 2 crossbeams two, 201 girders three, 202 girders
Four, 203 auxiliary girders two, 3 vertical beams one, 301 beam casings one, 302 beam cores one, 4 vertical beams two, 401 beam casings two, 402 beam cores two, 5 accommodate block
One, 6 limited blocks one, 7 limiting slots one, 8 accommodate block two, 9 limited blocks two, 10 limiting slots two, 11 sliding blocks one, 12 fixed links one, 13
Fixing sleeve one, 14 sliding blocks two, 15 fixed links two, 16 fixing sleeves two, 17 sliding blocks three, 18 fixed links three, 19 fixing sleeves three, 20 sliding blocks
Four, 21 fixed links four, 22 fixing sleeves four, 23 gib blocks, 24 guide grooves, 25 drive blocks, 26 compression springs, 27 pulling blocks, 28 link blocks one,
29 link slots one, 30 link blocks two, 31 link slots two, 32 bearing rods one, 33 bearing rods two, 34 briquettings one, 35 nuts one, 36 connect
Connect block three, 37 link slots three, 38 link blocks four, 39 link slots four, 40 bearing rods three, 41 bearing rods four, 42 briquettings two, 43 nuts
Two.
Specific implementation mode
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 describes, 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.
- 7 are please referred to Fig.1, one kind being used for the telescopic steel construction cable-stayed support of building, including crossbeam 1 and crossbeam 22,
Crossbeam 1 is located at the top of crossbeam 22, and crossbeam 1 includes girder 1, girder 2 102 and auxiliary girder 1,101 He of girder
Girder 2 102 is movably arranged on the left and right side of auxiliary girder 1 respectively, and the left side of auxiliary girder 1 is fixedly connected with link block
One 28, the right side opening of girder 1 is equipped with link slot 1, and the left end of link block 1 is movably connected in link slot 1,
The left side of girder 2 102 is fixedly connected with link block 2 30, and the right side opening of auxiliary girder 1 is equipped with link slot 2 31, link block two
30 left end is movably connected in link slot 2 31, and the both sides of one 103 top and bottom of auxiliary girder have been fixedly connected with bearing rod one
32, bearing rod two has been fixedly connected on the left of 2 102 top and bottom of right side and girder of one 101 top and bottom of girder
33, the surface of bearing rod 1 and bearing rod 2 33 is socketed with briquetting 1, the side of briquetting 1 with one 1 activity of crossbeam even
It connects, side of the briquetting 1 far from crossbeam 1, which is connected with, is threaded in 2 33 surface of bearing rod 1 and bearing rod
Nut 1 can increase auxiliary girder one by the way that link block 1, link slot 1, link block 2 30 and link slot 2 31 is arranged
103 tight ness ratings being connect with girder 1 and girder 2 102, and with bearing rod 1, bearing rod 2 33, briquetting 1 and spiral shell
Mother 1 coordinates, and is mounted on what auxiliary girder 1 more fastened between girder 1 and girder 2 102, and crossbeam 22 includes master
Beam 3 201, girder 4 202 and auxiliary girder 2 203, girder 3 201 and girder 4 202 are movably arranged on a left side for auxiliary girder 2 203 respectively
The left side on side and right side, auxiliary girder 2 203 is fixedly connected with link block 3 36, and the right side opening of girder 3 201 is equipped with link slot 3 37,
The left end of link block 3 36 is movably connected in link slot 3 37, and the left side of girder 4 202 is fixedly connected with link block 4 38, secondary
The right side opening of beam 2 203 is equipped with link slot 4 39, and the left end of link block 4 38 is movably connected in link slot 4 39, auxiliary girder two
The both sides of 203 top and bottom have been fixedly connected with bearing rod 3 40, the right side of 3 201 top and bottom of girder and girder four
Bearing rod 4 41 it has been fixedly connected on the left of 202 top and bottoms, the surface of bearing rod 3 40 and bearing rod 4 41 is socketed
There are briquetting 2 42, the side of briquetting 2 42 to be flexibly connected with crossbeam 22, side flexible connection of the briquetting 2 42 far from crossbeam 22
There is the nut 2 43 for being threaded in 4 41 surface of bearing rod 3 40 and bearing rod, by the way that link block 3 36, link slot three is arranged
37, link block 4 38 and link slot 4 39, can increase auxiliary girder 2 203 connect with girder 3 201 and girder 4 202 it is close
Degree, and coordinate with bearing rod 3 40, bearing rod 4 41, briquetting 2 42 and nut 2 43, the installation that auxiliary girder 2 203 is more fastened
Between girder 3 201 and girder 4 202, by the way that girder 1, girder 2 102, auxiliary girder 1, girder 3 201, master is arranged
Beam 4 202 and auxiliary girder 2 203 can increase auxiliary girder 1 and auxiliary girder two when needing to increase crossbeam 1 and 22 length of crossbeam
203 quantity can reach, and can facilitate straining when participating in the cintest for construction, vertical beam one is movably installed between crossbeam 1 and crossbeam 22
3 and vertical beam 24, vertical beam 1 is located at the left side of vertical beam 24, and vertical beam 1 includes beam casing 1 and Liang Xin 1, beam casing 1
It is socketed in the surface of mono- 302 bottom ends Liang Xin, the top in one 301 left side of beam casing, which is fixedly connected with, accommodates block 1, accommodates block 1
Internal slide is connected with limited block 1, and the left side of Liang Xin 1 offers limiting slot 1, and the right end of limited block 1 extends to
The inside of beam casing 1 is simultaneously connected in limiting slot 1, and vertical beam 24 includes beam casing 2 401 and Liang Xin 2 402, beam casing 2 401
It is socketed in the surface of 2 402 bottom ends Liang Xin, the top on 2 401 right side of beam casing, which is fixedly connected with, accommodates block 28, accommodates block 28
Internal slide is connected with limited block 29, and the right side opening of Liang Xin 2 402 is equipped with limiting slot 2 10, and the left end of limited block 29 extends to
The inside of beam casing 2 401 is simultaneously connected in limiting slot 2 10, and the inner wall of beam casing 1 and beam casing 2 401 has been fixedly connected with position
In the gib block 23 of beam core 1 and Liang Xin 2 402 front and the back side, the front and back of Liang Xin 1 and Liang Xin 2 402 are equal
Guide groove 24 is offered, gib block 23 is slidably connected in guide groove 24, can be right by the way that gib block 23 and guide groove 24 is arranged
Beam core 1 and Liang Xin 2 402 are oriented to, and allow beam core 1 and Liang Xin 2 402 to move more stable, and can allow
Limited block 1 and limited block 29 can more accurately stick into limiting slot 1 and limiting slot 2 10, limited block 1 and limit
The top and bottom of block 29 have been fixedly connected with drive block 25, and the side of drive block 25 is fixedly connected with compression spring 26, and compression spring 26 is remote
One end from drive block 25 is fixedly connected with the inner wall for accommodating block 1 and receiving block 28, passes through and drive block 25 and compression spring is arranged
26, it can be that limited block 1 and limited block 29 provide thrust, limited block 1 and limited block 29 can more easily be blocked
Into limiting slot 1 and limiting slot 2 10, the one end of limited block 1 and limited block 29 far from limiting slot 1 and limiting slot 2 10 point
It does not extend to and accommodates block 1 and accommodate the outside of block 28 and be fixedly connected with pulling block 27, can be increased by the way that pulling block 27 is arranged
The contact area of limited block 1 and limited block 29 and user's hand allows user that can more easily move limited block one
6 and limited block 29, beam casing 1 and beam casing 2 401 are movably arranged on the top of crossbeam 22, and the bottom of beam casing 1 is solid
Surely it is connected with sliding block 1, sliding block 1 is slidably connected at the inside of crossbeam 22, and the front of sliding block 1 is fixedly connected with fixation
Bar 1, the front end of fixed link 1 extend to the outside of crossbeam 22, and fixed link 1 is located at the table of 22 outside one end of crossbeam
Face is threaded with fixing sleeve 1, and the back side of fixing sleeve 1 is flexibly connected with the front of crossbeam 22, the bottom of beam casing 2 401
Portion is fixedly connected with sliding block 2 14, and sliding block 2 14 is slidably connected at the inside of crossbeam 22, and the front of sliding block 2 14 is fixedly connected with
Fixed link 2 15, the front end of fixed link 2 15 extend to the outside of crossbeam 22, and fixed link 2 15 is located at 22 outside one end of crossbeam
Thread surface be connected with fixing sleeve 2 16, the back side of fixing sleeve 2 16 is flexibly connected with the front of crossbeam 22, Liang Xin 1
The bottom of crossbeam 1 is movably arranged on beam core 2 402, the top of Liang Xin 1 is fixedly connected with sliding block 3 17, sliding block three
17 are slidably connected at the inside of crossbeam 1, and the front of sliding block 3 17 is fixedly connected with fixed link 3 18, the front end of fixed link 3 18
The outside of crossbeam 1 is extended to, the thread surface that fixed link 3 18 is located at one end outside crossbeam 1 is connected with fixing sleeve three
19, the back side of fixing sleeve 3 19 is flexibly connected with the front of crossbeam 1, and the top of Liang Xin 2 402 is fixedly connected with sliding block 4 20,
Sliding block 4 20 is slidably connected at the inside of crossbeam 1, and the front of sliding block 4 20 is fixedly connected with fixed link 4 21, fixed link 4 21
Front end extend to the outside of crossbeam 1, the thread surface that fixed link 4 21 is located at one end outside crossbeam 1 is connected with fixation
4 22 are covered, the back side of fixing sleeve 4 22 is flexibly connected with the front of crossbeam 1, by the way that limited block 1, limiting slot 1, limit is arranged
Position block 29 and limiting slot 2 10, can be adjusted the length of vertical beam 1 and vertical beam 24, to crossbeam 1 and crossbeam
The distance between 22 are adjusted, by the way that sliding block 1, fixed link 1, fixing sleeve 1, sliding block 3 17, fixed link is arranged
3 18 and fixing sleeve 3 19, it can allow vertical beam 1 that can be moved between crossbeam 1 and crossbeam 22, pass through and sliding block two is set
14, fixed link 2 15, fixing sleeve 2 16, sliding block 4 20, fixed link 4 21 and fixing sleeve 4 22 can allow vertical beam 24 can be
It is moved between crossbeam 1 and crossbeam 22, it, can be to cable-stayed support to which the distance between vertical beam 1 and vertical beam 24 be adjusted
The adjusting for carrying out size improves the working efficiency of construction to facilitate worker to construct, and shortens the construction time, makes convenient for people
With.
When in use, when adjusting the distance between crossbeam 1 and crossbeam 22, pulling block 27, pulling block 27 are pulled to both sides first
It drives limited block 1 and limited block 29 to be detached from out of limiting slot 1 and limiting slot 2 10, then moves up and down one 301 He of beam casing
Beam casing 2 401 or beam core 1 and Liang Xin 2 402 need to make limited block 1 and limited block 29 and limiting slot after the completion of adjusting
1 and limiting slot 2 10 be aligned, then by compression spring 26 push drive block 25 move, to make limited block 1 and limited block 29
Movement sticks into limiting slot 1 and limiting slot 2 10, and when adjusting the distance between vertical beam 1 and vertical beam 24, first choice rotation is fixed
One 13 and fixing sleeve 3 19 are covered, fixing sleeve 1 and fixing sleeve 3 19 is made to be detached with crossbeam 1 and crossbeam 22, it is then mobile perpendicular
Beam 1 reversely rotates fixing sleeve 1 and fixing sleeve 3 19 after the completion of mobile, makes fixing sleeve 1 and fixing sleeve 3 19 and cross
Vertical beam 1 is fixed in beam 1 and the fitting of crossbeam 22, is secondly rotated fixing sleeve 2 16 and fixing sleeve 4 22, is made fixing sleeve 2 16
And fixing sleeve 4 22 is detached with crossbeam 1 and crossbeam 22, then moves vertical beam 24, and fixing sleeve is reversely rotated after the completion of mobile
2 16 and fixing sleeve 4 22, so that fixing sleeve 2 16 and fixing sleeve 4 22 is bonded with crossbeam 1 and crossbeam 22 and fixes vertical beam 24
It firmly completes to adjust.
In conclusion this is used for the telescopic steel construction cable-stayed support of building, by the way that limited block 1, limiting slot one is arranged
7, the length of vertical beam 1 and vertical beam 24 can be adjusted in limited block 29 and limiting slot 2 10, to crossbeam 1 with
The distance between crossbeam 22 is adjusted, by the way that sliding block 1 is arranged, fixed link 1, fixing sleeve 1, sliding block 3 17, consolidates
Fixed pole 3 18 and fixing sleeve 3 19 can allow vertical beam 1 that can be moved between crossbeam 1 and crossbeam 22, by the way that sliding block is arranged
2 14, fixed link 2 15, fixing sleeve 2 16, sliding block 4 20, fixed link 4 21 and fixing sleeve 4 22 can allow vertical beam 24 can be with
It is moved between crossbeam 1 and crossbeam 22, it, can be to oblique pull to which the distance between vertical beam 1 and vertical beam 24 be adjusted
The adjusting that support carries out size improves the working efficiency of construction to facilitate worker to construct, and shortens the construction time, solves existing
Some cable-stayed supports can not adjusting size the problem of.
It although an embodiment of the present invention has been shown and described, for the ordinary skill in the art, can be with
Understanding without departing from the principles and spirit of the present invention can carry out these embodiments a variety of variations, modification, replace
And modification, the scope of the present invention is defined by the appended.
Claims (6)
1. one kind being used for the telescopic steel construction cable-stayed support of building, including crossbeam one（1）With crossbeam two（2）, it is characterised in that：
The crossbeam one（1）Positioned at crossbeam two（2）Top, the crossbeam one（1）With crossbeam two（2）Between be movably installed with vertical beam one
（3）With vertical beam two（4）, the vertical beam one（3）Positioned at vertical beam two（4）Left side, the vertical beam one（3）Including beam casing one（301）
With beam core one（302）, the beam casing one（301）It is socketed in Liang Xin mono-（302）The surface of bottom end, the beam casing one（301）Left side
Top be fixedly connected with accommodate block one（5）, the receiving block one（5）Internal slide be connected with limited block one（6）, the beam
Core one（302）Left side offer limiting slot one（7）, the limited block one（6）Right end extend to beam casing one（301）Inside
And it is connected to limiting slot one（7）It is interior, the vertical beam two（4）Including beam casing two（401）With beam core two（402）, the beam casing two
（401）It is socketed in Liang Xin bis-（402）The surface of bottom end, the beam casing two（401）It is fixedly connected at the top of right side and accommodates block two
（8）, the receiving block two（8）Internal slide be connected with limited block two（9）, the beam core two（402）Right side opening be equipped with limit
Position slot two（10）, the limited block two（9）Left end extend to beam casing two（401）Inside and be connected to limiting slot two（10）
It is interior, the beam casing one（301）With beam casing two（401）It is movably arranged on crossbeam two（2）Top, the beam casing one（301）'s
Bottom is fixedly connected with sliding block one（11）, the sliding block one（11）It is slidably connected at crossbeam two（2）Inside, the sliding block one
（11）Front be fixedly connected with fixed link one（12）, the fixed link one（12）Front end extend to crossbeam two（2）Outside,
The fixed link one（12）Positioned at crossbeam two（2）The thread surface of external one end is connected with fixing sleeve one（13）, the fixing sleeve
One（13）The back side and crossbeam two（2）Front flexible connection, the beam casing two（401）Bottom be fixedly connected with sliding block two
（14）, the sliding block two（14）It is slidably connected at crossbeam two（2）Inside, the sliding block two（14）Front be fixedly connected with
Fixed pole two（15）, the fixed link two（15）Front end extend to crossbeam two（2）Outside, the fixed link two（15）Positioned at cross
Beam two（2）The thread surface of external one end is connected with fixing sleeve two（16）, the fixing sleeve two（16）The back side and crossbeam two（2）
Front flexible connection, the beam core one（302）With beam core two（402）It is movably arranged on crossbeam one（1）Bottom, the beam
Core one（302）Top be fixedly connected with sliding block three（17）, the sliding block three（17）It is slidably connected at crossbeam one（1）Inside,
The sliding block three（17）Front be fixedly connected with fixed link three（18）, the fixed link three（18）Front end extend to crossbeam one
（1）Outside, the fixed link three（18）Positioned at crossbeam one（1）The thread surface of external one end is connected with fixing sleeve three
（19）, the fixing sleeve three（19）The back side and crossbeam one（1）Front flexible connection, the beam core two（402）Top it is solid
Surely it is connected with sliding block four（20）, the sliding block four（20）It is slidably connected at crossbeam one（1）Inside, the sliding block four（20）Just
Face is fixedly connected with fixed link four（21）, the fixed link four（21）Front end extend to crossbeam one（1）Outside, the fixation
Bar four（21）Positioned at crossbeam one（1）The thread surface of external one end is connected with fixing sleeve four（22）, the fixing sleeve four（22）
The back side and crossbeam one（1）Front flexible connection.
2. according to claim 1 a kind of for the telescopic steel construction cable-stayed support of building, it is characterised in that：The beam
Set one（301）With beam casing two（401）Inner wall be fixedly connected with positioned at beam core one（302）With beam core two（402）Front and the back of the body
The gib block in face（23）, the beam core one（302）With beam core two（402）Front and back offer guide groove（24）, institute
State gib block（23）It is slidably connected at guide groove（24）It is interior.
3. according to claim 1 a kind of for the telescopic steel construction cable-stayed support of building, it is characterised in that：The limit
Position block one（6）With limited block two（9）Top and bottom be fixedly connected with drive block（25）, the drive block（25）Side
It is fixedly connected with compression spring（26）, the compression spring（26）Far from drive block（25）One end with accommodate block one（5）With receiving block two（8）
Inner wall be fixedly connected.
4. according to claim 1 a kind of for the telescopic steel construction cable-stayed support of building, it is characterised in that：The limit
Position block one（6）With limited block two（9）Far from limiting slot one（7）With limiting slot two（10）One end extend respectively to accommodate block one
（5）With receiving block two（8）Outside and be fixedly connected with pulling block（27）.
5. according to claim 1 a kind of for the telescopic steel construction cable-stayed support of building, it is characterised in that：The cross
Liang Yi（1）Including girder one（101）, girder two（102）With auxiliary girder one（103）, the girder（101）With girder two（102）Point
It is not movably arranged on auxiliary girder one（103）Left and right side, the auxiliary girder one（103）Left side be fixedly connected with link block one
（28）, the girder one（101）Right side opening be equipped with link slot one（29）, the link block one（28）Left end be movably connected in
Link slot one（29）It is interior, the girder two（102）Left side be fixedly connected with link block two（30）, the auxiliary girder one（103）'s
Right side opening is equipped with link slot two（31）, the link block two（30）Left end be movably connected in link slot two（31）It is interior, the pair
Liang Yi（103）The both sides of top and bottom have been fixedly connected with bearing rod one（32）, the girder one（101）Top and bottom
Right side and girder two（102）Bearing rod two has been fixedly connected on the left of top and bottom（33）, the bearing rod one（32）With
Bearing rod two（33）Surface be socketed with briquetting one（34）, the briquetting one（34）Side and crossbeam one（1）Flexible connection,
The briquetting one（34）Far from crossbeam one（1）Side be connected with and be threaded in bearing rod one（32）With bearing rod two
（33）The nut one on surface（35）.
6. according to claim 1 a kind of for the telescopic steel construction cable-stayed support of building, it is characterised in that：The cross
Beam two（2）Including girder three（201）, girder four（202）With auxiliary girder two（203）, the girder three（201）With girder four（202）
It is movably arranged on auxiliary girder two respectively（203）Left and right side, the auxiliary girder two（203）Left side be fixedly connected with link block three
（36）, the girder three（201）Right side opening be equipped with link slot three（37）, the link block three（36）Left end be movably connected in
Link slot three（37）It is interior, the girder four（202）Left side be fixedly connected with link block four（38）, the auxiliary girder two（203）'s
Right side opening is equipped with link slot four（39）, the link block four（38）Left end be movably connected in link slot four（39）It is interior, the pair
Beam two（203）The both sides of top and bottom have been fixedly connected with bearing rod three（40）, the girder three（201）Top and bottom
Right side and girder four（202）Bearing rod four has been fixedly connected on the left of top and bottom（41）, the bearing rod three（40）With
Bearing rod four（41）Surface be socketed with briquetting two（42）, the briquetting two（42）Side and crossbeam two（2）Flexible connection,
The briquetting two（42）Far from crossbeam two（2）Side be connected with and be threaded in bearing rod three（40）With bearing rod four
（41）The nut two on surface（43）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810346088.0A CN108396906B (en) | 2018-04-18 | 2018-04-18 | Be used for telescopic steel construction diagonal bracing of building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810346088.0A CN108396906B (en) | 2018-04-18 | 2018-04-18 | Be used for telescopic steel construction diagonal bracing of building |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108396906A true CN108396906A (en) | 2018-08-14 |
| CN108396906B CN108396906B (en) | 2020-10-23 |
Family
ID=63100153
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810346088.0A Active CN108396906B (en) | 2018-04-18 | 2018-04-18 | Be used for telescopic steel construction diagonal bracing of building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108396906B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114673255A (en) * | 2022-03-12 | 2022-06-28 | 李伟 | A steel structure with good compression resistance and shock absorption effect |
| CN117822797A (en) * | 2024-01-16 | 2024-04-05 | 台州巨元建筑工程有限公司 | Prefabricated beam load-bearing steel structure |
Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2661445A1 (en) * | 1990-04-30 | 1991-10-31 | Dompoint Gilbert | Support for form panels |
| CN103603426A (en) * | 2013-11-18 | 2014-02-26 | 湖南大学 | Supporting device for frame structure |
| CN204571248U (en) * | 2015-03-19 | 2015-08-19 | 温州市腾方园林建设有限公司 | A kind of construction work portable scaffold |
| CN205243067U (en) * | 2015-12-18 | 2016-05-18 | 吕阔 | Girder support frame for civil engineering |
| CN205476385U (en) * | 2016-01-20 | 2016-08-17 | 宏信建设有限公司 | Portable construction roof beam structure of adjustable length |
| CN206174593U (en) * | 2016-10-26 | 2017-05-17 | 国家电网公司 | Telegraph pole |
| CN206308799U (en) * | 2016-12-08 | 2017-07-07 | 浙江长兴市政建设有限公司 | One kind is used for the telescopic steel construction cable-stayed support of building |
| CN206707271U (en) * | 2017-03-29 | 2017-12-05 | 广西理工职业技术学校 | The mould plate supporting device of Alminum Project floor |
| CN207063317U (en) * | 2017-08-15 | 2018-03-02 | 李岳 | Steel construction cable-stayed support for building |
| CN208534093U (en) * | 2018-04-18 | 2019-02-22 | 海安绒克纺织有限公司 | One kind being used for the telescopic steel construction cable-stayed support of building |
-
2018
- 2018-04-18 CN CN201810346088.0A patent/CN108396906B/en active Active
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2661445A1 (en) * | 1990-04-30 | 1991-10-31 | Dompoint Gilbert | Support for form panels |
| CN103603426A (en) * | 2013-11-18 | 2014-02-26 | 湖南大学 | Supporting device for frame structure |
| CN204571248U (en) * | 2015-03-19 | 2015-08-19 | 温州市腾方园林建设有限公司 | A kind of construction work portable scaffold |
| CN205243067U (en) * | 2015-12-18 | 2016-05-18 | 吕阔 | Girder support frame for civil engineering |
| CN205476385U (en) * | 2016-01-20 | 2016-08-17 | 宏信建设有限公司 | Portable construction roof beam structure of adjustable length |
| CN206174593U (en) * | 2016-10-26 | 2017-05-17 | 国家电网公司 | Telegraph pole |
| CN206308799U (en) * | 2016-12-08 | 2017-07-07 | 浙江长兴市政建设有限公司 | One kind is used for the telescopic steel construction cable-stayed support of building |
| CN206707271U (en) * | 2017-03-29 | 2017-12-05 | 广西理工职业技术学校 | The mould plate supporting device of Alminum Project floor |
| CN207063317U (en) * | 2017-08-15 | 2018-03-02 | 李岳 | Steel construction cable-stayed support for building |
| CN208534093U (en) * | 2018-04-18 | 2019-02-22 | 海安绒克纺织有限公司 | One kind being used for the telescopic steel construction cable-stayed support of building |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114673255A (en) * | 2022-03-12 | 2022-06-28 | 李伟 | A steel structure with good compression resistance and shock absorption effect |
| CN114673255B (en) * | 2022-03-12 | 2025-01-03 | 宝通钢构(山东)有限公司 | A steel structure with good compression resistance and shock absorption effect |
| CN117822797A (en) * | 2024-01-16 | 2024-04-05 | 台州巨元建筑工程有限公司 | Prefabricated beam load-bearing steel structure |
Also Published As
| Publication number | Publication date |
|---|---|
| CN108396906B (en) | 2020-10-23 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN108396906A (en) | One kind being used for the telescopic steel construction cable-stayed support of building | |
| CN208534093U (en) | One kind being used for the telescopic steel construction cable-stayed support of building | |
| CN113431188A (en) | Connecting device for nodes in steel structure system | |
| CN110565859B (en) | Energy dissipation and vibration reduction struts and chord-supported composite floor supported thereby | |
| CN216405920U (en) | Steel structure beam for building | |
| CN206329348U (en) | A kind of minitunnel lining trolley | |
| CN113944725B (en) | Anti-seismic support frame for building construction | |
| CN207620365U (en) | Temporary support structure | |
| EA200101004A1 (en) | CONSTRUCTIVE SYSTEM OF TURNING ELEMENTS / TOROIDAL ELEMENTS AND METHODS OF CONSTRUCTION STRUCTURES USING THESE ELEMENTS | |
| CN105735667B (en) | A kind of Elements of Space Grid Truss rod member assembled displacement tool | |
| CN209494241U (en) | A kind of strength increasing device after building structure aperture | |
| CN210086296U (en) | Opposite-top supporting system for subway side wall construction | |
| CN103437512B (en) | Building sunshade tie rod supporting system | |
| CN207198411U (en) | Sleeve pipe clamping device is used in a kind of optical cable winding | |
| CN221799102U (en) | Retractable hangs operation platform | |
| CN205577462U (en) | Steel space frame member assembled replacement instrument | |
| CN207176919U (en) | A kind of skyscraper steel beam structure | |
| CN217760056U (en) | A shear wall pouring formwork support device | |
| CN205799413U (en) | The roll adjustment bitubular that two point is fixed pushes and admittedly follows closely device | |
| CN219344272U (en) | Isolation building net for building construction | |
| CN214144389U (en) | Light steel structure room beam | |
| CN217629473U (en) | Bridge railing outsourcing template | |
| CN220150937U (en) | Steel construction hydraulic drive assembles device | |
| CN219992875U (en) | Assembled steel structure truss | |
| CN209653216U (en) | A kind of fixed connection component of truss |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| TA01 | Transfer of patent application right |
Effective date of registration: 20200917 Address after: No.5 Xingye Road, Lingang Industrial Park, Pizhou City, Xuzhou City, Jiangsu Province Applicant after: Xuzhou Chengze Construction Technology Co.,Ltd. Address before: 277600 unit 3, building 10, Yujing garden, Weishan County, Jining, Shandong 502 Applicant before: Chen Liguo |
|
| TA01 | Transfer of patent application right | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20221230 Address after: 525000 No. 88, Zhushan Group 1, Xiachi Village Committee, Shange Town, Maonan District, Maoming City, Guangdong Province (beside the high water road) Patentee after: MAOMING JIANMAO METAL MANUFACTURING Co.,Ltd. Address before: No. 5, Xingye Road, Lingang Industrial Park, Pizhou City, Xuzhou City, Jiangsu Province, 221000 Patentee before: Xuzhou Chengze Construction Technology Co.,Ltd. |
|
| TR01 | Transfer of patent right |