CN109610883A - Temporary support is used in assembling type steel structure installation - Google Patents
Temporary support is used in assembling type steel structure installation Download PDFInfo
- Publication number
- CN109610883A CN109610883A CN201811282565.8A CN201811282565A CN109610883A CN 109610883 A CN109610883 A CN 109610883A CN 201811282565 A CN201811282565 A CN 201811282565A CN 109610883 A CN109610883 A CN 109610883A
- Authority
- CN
- China
- Prior art keywords
- support
- fixedly connected
- steel structure
- type steel
- assembling type
- 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.)
- Pending
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G25/00—Shores or struts; Chocks
- E04G25/04—Shores or struts; Chocks telescopic
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G25/00—Shores or struts; Chocks
- E04G25/04—Shores or struts; Chocks telescopic
- E04G25/06—Shores or struts; Chocks telescopic with parts held together by positive means
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The present invention relates to support frame technical fields, and disclose assembling type steel structure installation temporary support, including ground supports portion, standard knot support portion and building-supporting portion, it is bolted to connection between the ground supports portion, standard knot support portion and building-supporting portion；The ground supports portion includes the first support plate and the adjustment mechanism for being mounted on the first support plate bottom four corners, and the bottom of the adjustment mechanism and ground touch；The standard knot support portion is made of multiple standard knots, is bolted between multiple standard knots；The building-supporting portion includes the second support plate, and the upper surface of second support plate is fixedly connected with fence and supporting mechanism, and the supporting mechanism is located at the inside of fence, and the adjustment mechanism includes the clevis mounting that Open Side Down.Assembling type steel structure installation temporary support, the high advantage of versatility can be reconciled by having height, while can adapt to different landform.
Description
Technical field
The present invention relates to support frame technical field, temporary support is used in specially assembling type steel structure installation.
Background technique
Assembling type steel structure building refers to the assembled architecture that the structural system of building is made of steel (structure) part.Relative to dress
For formula concrete construction, assembling type steel structure building has the advantage that do not have field cast-in-place node, and installation speed is more
Fastly, construction quality is easier to be guaranteed；Steel construction is ductile material, has better anti-seismic performance；Relative to concrete knot
Structure, steel construction self weight is lighter, and foundation cost is lower；Steel construction is recyclable material, more environmentally protective；Well-designed steel knot
Structure assembled architecture has better economy than assembly concrete building；Beam cross-section is smaller, can get more use
Area.
With the development of architectural design technology, huge large span steel truss is in public building using more and more extensive.By
The limitation of construction site and lifting equipment, for huge large-span truss during installation due to structure height height, lifting piecemeal weight is big,
It lifts stability to be difficult to control, and the steel truss of large span generally means that the deformation of its vertical direction also can be very serious, therefore
In the construction of such assembling type steel structure building, the method for generalling use setting temporary support segmental hoisting is installed.
Temporary support in the prior art is often the support frame temporarily built in building site, does not have height adjusting function, while its
Versatility is also poor, so that can waste lot of materials in building course, improves building cost.
Summary of the invention
(1) the technical issues of solving
In view of the deficiencies of the prior art, the present invention provides assembling type steel structure installation temporary supports, and it is adjustable to have height
The advantages that high with versatility, solving temporary support in the prior art is often the support frame temporarily built in building site, no
Have height adjusting function, while its versatility is also poor, so that lot of materials can be wasted in building course, improves building
The problem of cost.
(2) technical solution
To realize that height can reconcile the high purpose of versatility, the invention provides the following technical scheme: assembling type steel structure installation is used
Temporary support, including ground supports portion, standard knot support portion and building-supporting portion, the ground supports portion, standard knot support
It is bolted to connection between portion and building-supporting portion；The ground supports portion includes the first support plate and is mounted on first
Adjustment mechanism at fagging bottom four corners, the bottom of the adjustment mechanism and ground touch；The standard knot support portion is by more
A standard knot forms, and is bolted between multiple standard knots；The building-supporting portion includes the second support plate, described
The upper surface of second support plate is fixedly connected with fence and supporting mechanism, and the supporting mechanism is located at the inside of fence, the tune
Complete machine structure includes the clevis mounting that Open Side Down, and the top of the clevis mounting is fixedly connected with the first support plate, the U-shaped
Successively offer the first pin hole group and the second pin hole group on the relative inner wall of mounting base from top to bottom, the first pin hole group and
The inside of second pin hole group is arranged with the first pin for suppressing metal and the second pin for suppressing metal respectively, and the inside of the clevis mounting passes through
First pin for suppressing metal and the second pin for suppressing metal are fixedly installed hinge bar, and the bottom of the hinge bar is fixedly connected with the first screw thread
Bar, the bottom thread of first threaded rod are connected with casing, and the bottom thread of described sleeve pipe is connected with the second threaded rod, described
The thread rotary orientation of first threaded rod and the second threaded rod is on the contrary, the bottom of second threaded rod is fixedly connected with third support
Plate.
Preferably, the standard knot includes left interconnecting piece and right interconnecting piece, and the left interconnecting piece includes two first supports
Bar, the right interconnecting piece include two second support bars corresponding with first support bar, and the first support bar is close to second
The side of support rod is fixedly connected with the first attachment base and the second attachment base being distributed up and down, and the second support bar is close to first
The side of support rod is fixedly connected with the third attachment base and the 4th attachment base being distributed up and down, and first attachment base and third connect
It has been bolted to connection the first transverse connecting rod between joint chair, has passed through spiral shell between first attachment base and the 4th attachment base
Bolt is fixedly connected with oblique connecting rod, is fixedly connected with the second lateral connection between second attachment base and the 4th attachment base
The upper and lower ends of bar, the first support bar and second support bar are fixedly connected to connecting plate, and the adjacent standard knot is logical
Connecting plate is crossed to be fixedly connected with bolt.
Preferably, the lower surface of second support plate is fixedly connected by bolt with connecting plate, the supporting mechanism packet
At least two first supporting blocks and second supporting block are included, second supporting block is located between two the first supporting blocks, institute
The bottom for stating the first supporting block and the second supporting block is fixedly connected with the upper surface of the second support plate, second supporting block
Upper surface is fixedly connected with jack, and the range height of the jack is higher than the upper surface of the first supporting block, and described thousand
The minimum stroke height on jin top is lower than the upper surface of the first supporting block.
Preferably, the upper surface of second supporting block offers two T-slots disposed in parallel, the T-slot it is interior
Portion slidably connects T-shaped block, and fastening bolt is threaded in the T-shaped block, and T-slot is stretched out at the top of the fastening bolt,
The fastening bolt stretches out movable sleeve on the side lateral wall of T-slot and is equipped with briquetting, offers strip groove on the briquetting, described
Fastening bolt runs through strip groove.
Preferably, it is fixedly connected with ladder between two first support bars, the ladder is far from second support bar
Side is fixedly connected with equally distributed multiple fender rods, and the fender rod is semicircle, and multiple fender rods are far from second
The side of support rod is fixedly connected with the same reinforcing rib jointly, and people corresponding with ladder is offered in second support plate
Hole.
Preferably, support level is offered on the inside of the manhole, the side hinge connection of the manhole has and manhole phase
Corresponding protective plate, the lower surface of the protective plate are in contact with the upper surface of support level.
Preferably, link block, the link block are fixedly connected on the outside of the first support bar and second support bar
On offer rope through.
Preferably, mounting hole is offered on the side side wall of first support plate, the inside of the mounting hole is embedded with
Level meter, the level meter are greater than 5mm at a distance from the aperture of mounting hole.
Preferably, the lower surface of the briquetting is fixedly connected with rubber pad.
(3) beneficial effect
Compared with prior art, the present invention provides assembling type steel structure installation temporary support, have it is following the utility model has the advantages that
1, assembling type steel structure installation can be right by being provided with the first support plate of adjustment mechanism with temporary support
The height of temporary support is adjusted, the setting of level meter, can be convenient for the adjustment of the horizontality of the first support plate, so that
Temporary support adapts to different landform,.
2, assembling type steel structure installation temporary support, by the way that the standard including left interconnecting piece and right interconnecting piece is arranged
Section, can be in order to the transport of standard knot and the assembling of multiple standard knots.
3, assembling type steel structure installation temporary support, by the way that ladder is arranged on standard knot, and in the second support
Manhole is set on plate, is directly climbed in building-supporting portion convenient for personnel from ground, while being provided with the ladder of fender rod, Ke Yiwei
Personnel provide certain protection, by the way that fence and protective plate are arranged in the second support plate, can further provide for personnel
Protection.
4, assembling type steel structure installation temporary support, by the way that the second supporting block and thousand are arranged in building-supporting portion
Jin top, may be implemented the support to steel truss, while temporary support and steel truss may be implemented slowly in the setting of jack
It is detached from.
5, assembling type steel structure installation temporary support, by setting T-slot, T-block and with the pressure of strip groove
Block can use the jack of the fixed different size of fastening bolt, to adapt to the support demand of different steel truss.
Detailed description of the invention
Fig. 1 is assembling type steel structure proposed by the present invention installation temporary support structural schematic diagram；
Fig. 2 is the partial structurtes enlarged drawing in assembling type steel structure proposed by the present invention installation portion A in temporary support Fig. 1；
Fig. 3 is the partial structurtes enlarged drawing in assembling type steel structure proposed by the present invention installation portion B in temporary support Fig. 1；
Fig. 4 is the top view in building-supporting portion in assembling type steel structure proposed by the present invention installation temporary support；
Fig. 5 is the connection schematic diagram of ladder and fender rod in assembling type steel structure proposed by the present invention installation temporary support；
Fig. 6 is the structural schematic diagram that temporary support Plays section is used in assembling type steel structure proposed by the present invention installation；
Fig. 7 is the partial structurtes enlarged drawing in assembling type steel structure proposed by the present invention installation portion C in temporary support Fig. 4.
In figure: 1 first support plate, 2 second support plates, 3 fences, 4 clevis mountings, 5 hinge bars, 6 first threaded rods, 7
Casing, 8 second threaded rods, 9 third support plates, 10 first support bars, 11 second support bars, 12 first attachment bases, 13 second connect
Joint chair, 14 third attachment bases, 15 the 4th attachment bases, 16 first transverse connecting rods, 17 oblique connecting rods, 18 second lateral connections
Bar, 19 connecting plates, 20 first supporting blocks, 21 second supporting blocks, 22 jack, 23 T-slots, 24 T-shaped blocks, 25 briquettings, 26
Shape slot, 27 ladders, 28 fender rods, 29 reinforcing ribs, 30 protective plates, 31 link blocks, 32 level meters, 33 rubber pads.
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. 1-7, assembling type steel structure installation temporary support, including ground supports portion, standard knot support portion
With building-supporting portion, it is bolted to connection between ground supports portion, standard knot support portion and building-supporting portion；Ground supports
Portion includes the first support plate 1 and the adjustment mechanism that is mounted at 1 bottom four corners of the first support plate, the bottom and ground of adjustment mechanism
It is in contact；Standard knot support portion is made of multiple standard knots, is bolted between multiple standard knots；Building-supporting portion includes
Second support plate 2, the upper surface of the second support plate 2 are fixedly connected with fence 3 and supporting mechanism, and supporting mechanism is located at fence 3
Inside, adjustment mechanism include the clevis mounting 4 that Open Side Down, and the top of clevis mounting 4 is fixedly connected with the first support plate 1, U
Successively offer the first pin hole group and the second pin hole group on the relative inner wall of shape mounting base 4 from top to bottom, the first pin hole group and
The inside of second pin hole group is arranged with the first pin for suppressing metal and the second pin for suppressing metal respectively, and the inside of clevis mounting 4 passes through first
Pin for suppressing metal and the second pin for suppressing metal are fixedly installed hinge bar 5, and the bottom of hinge bar 5 is fixedly connected with the first threaded rod 6, the
The bottom thread of one threaded rod 6 is connected with casing 7, and the bottom thread of casing 7 is connected with the second threaded rod 8,6 He of the first threaded rod
The thread rotary orientation of second threaded rod 8 is on the contrary, the bottom of the second threaded rod 8 is fixedly connected with third support plate 9, in the interim branch of installation
When support, four adjustment mechanisms are first passed through to adjust the level of the first support plate 1, are first cancelled the second pin for suppressing metal, hingedly
Bar 5 can be rotated around the first pin for suppressing metal, then rotating casing 7, under the action of the first threaded rod 6 and the second threaded rod 7, be adjusted
The height of complete machine structure changes, and then adjusts the level of the first support plate 1.
Standard knot includes left interconnecting piece and right interconnecting piece, and left interconnecting piece includes two first support bars 10, right interconnecting piece packet
Two second support bars 11 corresponding with first support bar 10 are included, first support bar 10 is solid close to the side of second support bar 11
Surely be connected with the first attachment base 12 and the second attachment base 13 being distributed up and down, second support bar 11 close to first support bar 10 one
Side is fixedly connected with the third attachment base 14 and the 4th attachment base 15 being distributed up and down, the first attachment base 12 and third attachment base 14 it
Between be bolted to connection the first transverse connecting rod 16, it is solid by bolt between the first attachment base 12 and the 4th attachment base 15
Surely it is connected with oblique connecting rod 17, is fixedly connected with the second transverse connecting rod between the second attachment base 13 and the 4th attachment base 15
18, the upper and lower ends of first support bar 10 and second support bar 11 are fixedly connected to connecting plate 19, and adjacent standard knot passes through
Connecting plate 19 is fixedly connected with bolt, can be in order to point of standard knot by the way that standard knot is divided into left interconnecting piece and right interconnecting piece
Tear carrying open.
The lower surface of second support plate 2 is fixedly connected by bolt with connecting plate 19, and supporting mechanism includes at least two the
One supporting block 20 and second supporting block 21, the second supporting block 21 are located between two the first supporting blocks 20, the first supporting block
20 and second the bottom of supporting block 21 be fixedly connected with the upper surface of the second support plate 2, the upper surface of the second supporting block 21 is solid
Surely it is connected with jack 22, the range height of jack 22 is higher than the upper surface of the first supporting block 20, and jack 22 is most
Small stroke height is lower than the upper surface of the first supporting block 20, by the setting of jack 22, can when dismantling temporary support,
Temporary support is slowly detached to huge steel truss several times, for example, before dismantling temporary support jack 22 piston
200mm is stretched out at end, then the piston end of jack 22 can be reduced 10mm every time, kept away when needing to dismantle temporary support
Exempt from suddenly to cancel the supporting relation between temporary support and steel truss, in order to avoid adverse effect is caused to steel truss.
The upper surface of second supporting block 21 offers two T-slots 23 disposed in parallel, the internal slide connection of T-slot 23
There is T-shaped block 24, fastening bolt is threaded in T-shaped block 24, T-slot 23 is stretched out at the top of fastening bolt, and fastening bolt stretches out T
Movable sleeve is equipped with briquetting 25 on the side lateral wall of shape slot 23, and strip groove 26 is offered on briquetting 25, and fastening bolt runs through bar shaped
Slot 26, can be in the fixed different rule in the upper surface of the second supporting block 21 by the setting of strip groove 26 and T-slot 23, T-shaped block 24
The jack 22 of lattice.
Ladder 27 is fixedly connected between two first support bars 10, ladder 27 is fixed far from the side of second support bar 11
Equally distributed multiple fender rods 28 are connected with, fender rod 28 is semicircle, and multiple fender rods 28 are far from second support bar 11
Side is fixedly connected with the same reinforcing rib 29 jointly, and manhole corresponding with ladder 27 is offered in the second support plate 2, is convenient for
Personnel climb to the top of temporary support from bottom, and fender rod 28 can play certain protective action, be conducive to personnel's
Personal safety.
Support level is offered on the inside of manhole, the side hinge connection of manhole has protective plate 30 corresponding with manhole,
The lower surface of protective plate 30 is in contact with the upper surface of support level, prevents personnel when movable in the second support plate 2, accidentally
Fall into manhole.
The outside of first support bar 10 and second support bar 11 is fixedly connected to link block 31, offers on link block 31
Rope through is used to solderless wrapped connection cable wind rope and needs to be consolidated temporary support using cable wind rope when the excessive height of temporary support
It is fixed.
Mounting hole is offered on the side side wall of first support plate 1, the inside of mounting hole is embedded with level meter 32, level meter
32 are greater than 5mm at a distance from the aperture of mounting hole, avoid level meter 32 from being broken, the setting of level meter 32 can be in order to first
1 level-off of support plate.
The lower surface of briquetting 25 is fixedly connected with rubber pad 33, can preferably compress to jack 22.
It should be noted that the terms "include", "comprise" or its any other variant are intended to the packet of nonexcludability
Contain, so that the process, method, article or equipment for including a series of elements not only includes those elements, but also including
Other elements that are not explicitly listed, or further include for elements inherent to such a process, method, article, or device.
In the absence of more restrictions, the element limited by sentence "including a ...", it is not excluded that including the element
Process, method, article or equipment in there is also other identical elements.
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. assembling type steel structure installation temporary support, including ground supports portion, standard knot support portion and building-supporting portion,
It is characterized in that: being bolted to connection between the ground supports portion, standard knot support portion and building-supporting portion；The ground
Support portion includes the first support plate (1) and the adjustment mechanism being mounted at the first support plate (1) bottom four corners, the adjustment mechanism
Bottom and ground touch；The standard knot support portion is made of multiple standard knots, passes through spiral shell between multiple standard knots
It tethers and connects；The building-supporting portion includes the second support plate (2), and the upper surface of second support plate (2), which is fixedly connected with, encloses
Column (3) and supporting mechanism, the supporting mechanism are located at the inside of fence (3), and the adjustment mechanism includes the U-shaped peace that Open Side Down
Fill seat (4), the top of the clevis mounting (4) is fixedly connected with the first support plate (1), the clevis mounting (4) it is opposite
Successively offer the first pin hole group and the second pin hole group on inner sidewall from top to bottom, the first pin hole group and the second pin hole group
Inside is arranged with the first pin for suppressing metal and the second pin for suppressing metal respectively, and the inside of the clevis mounting (4) passes through the first holding pin
Nail and the second pin for suppressing metal are fixedly installed hinge bar (5), and the bottom of the hinge bar (5) is fixedly connected with the first threaded rod
(6), the bottom thread of first threaded rod (6) is connected with casing (7), and the bottom thread of described sleeve pipe (7) is connected with second
The thread rotary orientation of threaded rod (8), first threaded rod (6) and the second threaded rod (8) is on the contrary, second threaded rod (8)
Bottom is fixedly connected with third support plate (9).
2. assembling type steel structure installation temporary support according to claim 1, it is characterised in that: the standard knot packet
Include left interconnecting piece and right interconnecting piece, the left interconnecting piece includes two first support bars (10), and the right interconnecting piece includes and the
Corresponding two second support bars (11) of one support rod (10), the first support bar (10) is close to second support bar (11)
Side is fixedly connected with the first attachment base (12) and the second attachment base (13) being distributed up and down, and the second support bar (11) is close
The side of first support bar (10) is fixedly connected with the third attachment base (14) and the 4th attachment base (15) being distributed up and down, and described
It has been bolted to connection between a connecting seat (12) and third attachment base (14) the first transverse connecting rod (16), described first
It has been bolted to connection oblique connecting rod (17) between attachment base (12) and the 4th attachment base (15), second attachment base
(13) it is fixedly connected with the second transverse connecting rod (18) between the 4th attachment base (15), the first support bar (10) and second
The upper and lower ends of support rod (11) are fixedly connected to connecting plate (19), and the adjacent standard knot passes through connecting plate (19) and spiral shell
Bolt is fixedly connected.
3. assembling type steel structure installation temporary support according to claim 2, it is characterised in that: second support
The lower surface of plate (2) is fixedly connected by bolt with connecting plate (19), and the supporting mechanism includes at least two first supporting blocks
(20) with second supporting block (21), second supporting block (21) is located between two the first supporting blocks (20), and described the
The bottom of one supporting block (20) and the second supporting block (21) is fixedly connected with the upper surface of the second support plate (2), and described second
The upper surface of supporting block (21) is fixedly connected with jack (22), and the range height of the jack (22) is higher than first
The upper surface of bracer (20), the minimum stroke height of the jack (22) are lower than the upper surface of the first supporting block (20).
4. assembling type steel structure installation temporary support according to claim 3, it is characterised in that: second support
The upper surface of block (21) offers two T-slots (23) disposed in parallel, and the internal slide of the T-slot (23) is connected with T shape
Block (24) is threaded with fastening bolt on the T-shaped block (24), and T-slot (23) are stretched out at the top of the fastening bolt, described
Fastening bolt stretches out movable sleeve on the side lateral wall of T-slot (23) and is equipped with briquetting (25), offers item on the briquetting (25)
Shape slot (26), the fastening bolt run through strip groove (26).
5. assembling type steel structure installation temporary support according to claim 2, it is characterised in that: two described first
It is fixedly connected between support rod (10) ladder (27), the ladder (27) is fixedly connected far from the side of second support bar (11)
There are equally distributed multiple fender rods (28), the fender rod (28) is semicircle, and multiple fender rods (28) are far from second
The side of support rod (11) is fixedly connected with the same reinforcing rib (29) jointly, is offered and is climbed on second support plate (2)
Terraced (27) corresponding manhole.
6. assembling type steel structure according to claim 5 installation temporary support, it is characterised in that: the manhole it is interior
Side offers support level, and the side hinge connection of the manhole has protective plate (30) corresponding with manhole, the protective plate
(30) lower surface is in contact with the upper surface of support level.
7. assembling type steel structure installation temporary support according to claim 2, it is characterised in that: first support
It is fixedly connected to link block (31) on the outside of bar (10) and second support bar (11), offered rope on the link block (31)
Hole.
8. assembling type steel structure installation temporary support according to claim 1, it is characterised in that: first support
Mounting hole is offered on the side side wall of plate (1), the inside of the mounting hole is embedded with level meter (32), the level meter (32)
With at a distance from the aperture of mounting hole be greater than 5mm.
9. assembling type steel structure installation temporary support according to claim 4, it is characterised in that: the briquetting (25)
Lower surface be fixedly connected with rubber pad (33).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811282565.8A CN109610883A (en) | 2018-10-31 | 2018-10-31 | Temporary support is used in assembling type steel structure installation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811282565.8A CN109610883A (en) | 2018-10-31 | 2018-10-31 | Temporary support is used in assembling type steel structure installation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109610883A true CN109610883A (en) | 2019-04-12 |
Family
ID=66003029
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811282565.8A Pending CN109610883A (en) | 2018-10-31 | 2018-10-31 | Temporary support is used in assembling type steel structure installation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109610883A (en) |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20080308777A1 (en) * | 2007-06-15 | 2008-12-18 | Mccaleb Howard L | Modular jack apparatus for lifting floors and other structures |
| CN102126139A (en) * | 2010-12-20 | 2011-07-20 | 浙江赛豪实业有限公司 | Tilting-type operating platform used for processing three-dimensional hole of die |
| CN202559772U (en) * | 2012-04-17 | 2012-11-28 | 中国十七冶集团有限公司 | Temporary support rod of adjustable precast slab and precast wall |
| CN203961334U (en) * | 2014-06-25 | 2014-11-26 | 中建八局大连建设工程有限公司 | A kind of micromatic setting that supports |
| CN204163416U (en) * | 2014-10-31 | 2015-02-18 | 中国二十二冶集团有限公司 | Steel work docks assembled moulding bed |
| CN204826714U (en) * | 2015-08-13 | 2015-12-02 | 中建四局安装工程有限公司 | Novel steel constructs a tire supporting frame |
| CN204876631U (en) * | 2015-08-18 | 2015-12-16 | 广西建工集团第五建筑工程有限责任公司 | Assembled steel structure installation uses interim support frame |
| CN106639359A (en) * | 2016-12-02 | 2017-05-10 | 国家电网公司 | Adjustable supporting rod |
| CN207847033U (en) * | 2018-02-01 | 2018-09-11 | 黄明明 | A kind of scaffold for building convenient for adjusting |
-
2018
- 2018-10-31 CN CN201811282565.8A patent/CN109610883A/en active Pending
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20080308777A1 (en) * | 2007-06-15 | 2008-12-18 | Mccaleb Howard L | Modular jack apparatus for lifting floors and other structures |
| CN102126139A (en) * | 2010-12-20 | 2011-07-20 | 浙江赛豪实业有限公司 | Tilting-type operating platform used for processing three-dimensional hole of die |
| CN202559772U (en) * | 2012-04-17 | 2012-11-28 | 中国十七冶集团有限公司 | Temporary support rod of adjustable precast slab and precast wall |
| CN203961334U (en) * | 2014-06-25 | 2014-11-26 | 中建八局大连建设工程有限公司 | A kind of micromatic setting that supports |
| CN204163416U (en) * | 2014-10-31 | 2015-02-18 | 中国二十二冶集团有限公司 | Steel work docks assembled moulding bed |
| CN204826714U (en) * | 2015-08-13 | 2015-12-02 | 中建四局安装工程有限公司 | Novel steel constructs a tire supporting frame |
| CN204876631U (en) * | 2015-08-18 | 2015-12-16 | 广西建工集团第五建筑工程有限责任公司 | Assembled steel structure installation uses interim support frame |
| CN106639359A (en) * | 2016-12-02 | 2017-05-10 | 国家电网公司 | Adjustable supporting rod |
| CN207847033U (en) * | 2018-02-01 | 2018-09-11 | 黄明明 | A kind of scaffold for building convenient for adjusting |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN110004832B (en) | Large-span cantilever truss type bent cap bracket system and construction method | |
| CN103866986B (en) | Long span variable cross-section bolted spherical node net shell mounting method | |
| CN211691069U (en) | Installation and displacement monitoring structure of spoke type beam string | |
| CN114937950B (en) | All-terrain self-supporting crossing frame | |
| CN108532968A (en) | A kind of assembled support device of steel bar truss floor support plate composite floor system | |
| CN108411790A (en) | A kind of adjustable installing bracket of prefabricated assembled segmentation bent cap | |
| CN108035546A (en) | A kind of shear wall formwork for placing fixing device for building | |
| CN109339436A (en) | Abnormity concrete hole body assembled template support device | |
| CN206530078U (en) | A kind of support meanss | |
| CN107816209A (en) | The large-scale Roof Truss construction technology of installation is lifted across outer both sides | |
| CN205976090U (en) | Combination allies oneself with connection system of limb shear force wall | |
| US6430892B1 (en) | Apparatus and method for building a domed structure | |
| CN109610883A (en) | Temporary support is used in assembling type steel structure installation | |
| CN107268987A (en) | Across formula adjustable climb seat in the plane reaction frame and its construction method | |
| CN210127654U (en) | Large-span steel structure sliding device | |
| CN210066504U (en) | Large-span cantilever truss type bent cap support system | |
| CN208534069U (en) | The assembled support device of steel bar truss floor support plate composite floor system | |
| CN111379227A (en) | Variable-width platform device for hydraulic creeping formwork for quickly constructing double-limb cable tower and construction method | |
| CN208748518U (en) | A kind of formwork for placing support device | |
| CN111173313A (en) | Strutting arrangement is used in construction of large-span steel construction entrance hall | |
| CN208379444U (en) | A kind of adjustable installing bracket of prefabricated assembled segmentation bent cap | |
| CN217378583U (en) | Crossbeam support structure with main tower column stull function | |
| CN211815605U (en) | Construction device for pile column type pier tie beam and capping beam | |
| CN212478488U (en) | Construction work platform is built by laying bricks or stones to chimney inside lining | |
| CN206917125U (en) | A kind of assembled stair |
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 | ||
| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20190412 |