CN109555313A - A kind of adjustable gib truss for assembled floor - Google Patents
A kind of adjustable gib truss for assembled floor Download PDFInfo
- Publication number
- CN109555313A CN109555313A CN201811602977.5A CN201811602977A CN109555313A CN 109555313 A CN109555313 A CN 109555313A CN 201811602977 A CN201811602977 A CN 201811602977A CN 109555313 A CN109555313 A CN 109555313A
- Authority
- CN
- China
- Prior art keywords
- rod piece
- skeleton
- truss
- adjustable
- crossbeam
- 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.)
- Withdrawn
Links
- 230000000694 effects Effects 0.000 abstract description 4
- 238000000465 moulding Methods 0.000 abstract description 4
- 238000009434 installation Methods 0.000 abstract description 3
- 238000010276 construction Methods 0.000 description 19
- 229910000831 Steel Inorganic materials 0.000 description 10
- 239000010959 steel Substances 0.000 description 10
- 239000010410 layer Substances 0.000 description 8
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000009408 flooring Methods 0.000 description 2
- 239000011229 interlayer Substances 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000002356 single layer Substances 0.000 description 2
- 238000005266 casting Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 230000001788 irregular Effects 0.000 description 1
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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/48—Supporting structures for shutterings or frames for floors or roofs
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Rod-Shaped Construction Members (AREA)
Abstract
It further include the multiple web member skeletons for connecting wind up skeleton and lower edge skeleton the invention discloses a kind of adjustable gib truss for assembled floor, including the skeleton lower edge skeleton that winds up；The wind up both ends of skeleton are mounted on fixed cell, and fixed cell is height-adjustable.It winds up the adjustable in length of skeleton lower edge skeleton；Fixed cell includes the first rod piece, the second rod piece and third rod piece, and the both ends of the first rod piece join respectively at the end of the second rod piece and third rod piece, and the other end of the second rod piece and the other end of third rod piece are respectively mounted and wind up on skeleton；First rod piece, the second rod piece and the equal length of third rod piece are adjustable；The both ends of first rod piece, which join, fixing seat.A kind of adjustable gib truss for assembled floor of the invention, it is simple with structure, it is easy for installation, it occupies little space, the advantages that support effect is good, convenient for disassembly and assembly, particularly suitable for the gib of the prefabricated plate at the position of the mixed and disorderly standard width of a room in an old-style house and different deck-moldings.
Description
Technical field
The invention belongs to construction technical field of auxiliary equipment more particularly to a kind of being adjusted for assembled floor
Formula gib truss.
Background technique
When the case bay of floor is larger or assembled floor (can be concrete folding plate, steel bar truss floor support plate) span
When larger, general concrete do not pour before the temporary construction stage or carry out casting concrete when, the downwarp amount of deflection of floor is larger.
In the prior art, the gib of the assembled floor generally erecting scaffold in prefabricated board bottom hold up or using other
Type top pillar is withstood on lower layer's floor.Although but such mode of operation is reliable, construction well, works as bottom floor and does not have frame
When if scaffold can not perhaps undertake scaffold load again or when floor needs multilayer while constructing, erecting scaffold mode
Falsework arrangement and method for construction just can not implement.According to common truss-like support pattern, due to construction site standard width of a room in an old-style house size
Or deck-molding it is irregular when, then scene carries out supporting and then compares and is difficult to realize.
Summary of the invention
It is a kind of for the adjustable of assembled floor the technical problem to be solved by the present invention is to against the above deficiency, provide
The advantages that gib truss has structure simple, easy for installation, occupies little space, and support effect is good, convenient for disassembly and assembly, especially
Gib suitable for the prefabricated plate at the position of the mixed and disorderly standard width of a room in an old-style house and different deck-moldings.
In order to solve the above technical problems, the invention adopts the following technical scheme:
A kind of adjustable gib truss for assembled floor, including the skeleton that winds up, the both ends for the skeleton that winds up
It is mounted on fixed cell.
As an improvement the fixed cell is height-adjustable.
As an improvement the fixed cell includes the first rod piece being triangularly arranged, the second rod piece and third bar
The both ends of part, the first rod piece join respectively at the end of the second rod piece and third rod piece, the other end and third bar of the second rod piece
The other end of part, which is respectively mounted, to wind up on skeleton.
As an improvement first rod piece, the second rod piece and the equal adjustable in length of third rod piece.
As an improvement the both ends of first rod piece, which join, fixing seat.
As an improvement the adjustable gib truss for assembled floor further includes lower edge skeleton,
It further include the multiple web member skeletons for connecting wind up skeleton and lower edge skeleton.
As an improvement the length of wind up skeleton and the lower edge skeleton is adjustable.
As an improvement the adjustable gib truss for assembled floor further includes connection component；
The skeleton that winds up includes first crossbeam and second cross beam, and lower edge skeleton includes third crossbeam and the 4th crossbeam；Connection component includes upper
The upper casing and setting of casing of lower fixed setting, first crossbeam and second cross beam are separately fixed at the both ends of casing；Third is horizontal
Beam and the 4th crossbeam are separately fixed at cased both ends；The upper casing and cased both ends are all provided with to be set by multiple intervals
The end of the strip hole set, first crossbeam and second cross beam, third crossbeam and the 4th crossbeam is machined with connecting hole；Pass through fastening
Part and connecting hole are respectively by first crossbeam and the fixed company of second cross beam and upper casing, third crossbeam and the 4th crossbeam and setting of casing
It connects.
As an improvement the connection component further includes connecting casing and cased connecting rod.
As an improvement the web member skeleton is obliquely installed.
After the invention adopts the above technical scheme, compared with prior art, have the advantage that
1, single layer independence supporting can be carried out using the adjustable gib truss for assembled floor, and can be with
Interlayer is constructed simultaneously.When the floor of current construction layer bottom does not have support upper layer temporary construction load or multilayer flooring carries out
When interspersed construction, this gib truss can be used, improve construction efficiency.
2, the adjustable gib truss for being used for assembled floor can save construction space, and need not be from lower floor
Plate, which is taken root, carries out supporting, top pillar of the bottom of this construction layer without scaffold upright rod or other similar means supporting, so bottom
Space is larger, it is ensured that carries out the work surface of other constructions of bottom.
3, the floor supporting truss is adjustable having a size of modularization, feature dimensions.This truss can be carried out according to standard width of a room in an old-style house size
Modularization production, every half meter of length difference are a kind of truss size, and scene can be carried out according to practical girder steel height and standard width of a room in an old-style house length
Assembling and adjustment.
The present invention is described in detail with reference to the accompanying drawings and examples.
Detailed description of the invention
Fig. 1 is a kind of structural schematic diagram of adjustable gib truss for assembled floor of the invention；
Fig. 2 is the structure diagram of fixed cell in Fig. 1；
Fig. 3 is a kind of use of adjustable gib truss for assembled floor of the invention with reference to figure；
In figure, 1-H fashioned iron, 2- floor, 3- winds up skeleton, 31- first crossbeam, 32- second cross beam, 4- lower edge skeleton,
41- third crossbeam, the 4th crossbeam of 42-, 43- escape port, 5- web member skeleton, 6- fixed cell, the first rod piece of 61-, 62- second
Rod piece, 63- third rod piece, 64- fixing seat, 65- sleeve, 7- connection component, the upper casing of 71-, 72- setting of casing, 73- connecting rod,
74- strip hole, 8- connecting hole, 9- fastener.
Specific embodiment
For a clearer understanding of the technical characteristics, objects and effects of the present invention, this hair of Detailed description of the invention is now compareed
Bright specific embodiment.
Embodiment 1
As shown in Figure 1, Figure 2 and Fig. 3 is jointly shown, a kind of adjustable gib truss for assembled floor, including
Wind up skeleton 4 and lower edge skeleton 5, further includes multiple web member skeletons 5 and connection component 7.Multiple web member skeletons 5 wind up for connecting
Skeleton 3 and lower edge skeleton 4.Multiple web member skeletons 5 are obliquely installed.Wind up 5 groups of skeleton 4, lower edge skeleton 5 and multiple web member skeletons
At truss structure.The wind up both ends of skeleton 3 are mounted on fixed cell 6, and fixed cell 6 is height-adjustable.It winds up 4 both ends of skeleton
Upside be equipped with escape port 43 so that using when the wind up upper side of skeleton 4 be in contact with the downside of floor 2, to floor
2 form effectively support.
As shown in Figure 1, Figure 2 and Fig. 3 is jointly shown, and fixed cell 6 includes the first rod piece 61 being triangularly arranged, the second bar
The both ends of part 62 and third rod piece 63, the first rod piece 61 join respectively at the end of the second rod piece 62 and third rod piece 63, and second
The other end of rod piece 62 and the other end of third rod piece 63 are respectively mounted and wind up on skeleton 3.Second rod piece 62 and third rod piece 63 are equal
It is fixedly connected with skeleton 3.The both ends of first rod piece 64, which join, fixing seat 64.The lower end surface of fixing seat 64 is plane.
First rod piece 61, the second rod piece 62 and the equal adjustable in length of third rod piece 63.First rod piece 61,62 and of the second rod piece
Third rod piece 63 includes sleeve 65, and the both ends of sleeve 65 are respectively equipped with left-handed and dextrorotation internal screw thread, the both ends point of sleeve 65
First screw rod 66 and the second screw rod 67 are not installed.
As shown in Figure 1, Figure 2 and Fig. 3 is jointly shown, and the skeleton 3 that winds up includes first crossbeam 31 and second cross beam 31, lower edge skeleton 4
Including third crossbeam 41 and the 4th crossbeam 41.Connection component 7 includes the upper casing 71 and setting of casing 72 that are fixedly installed up and down, and first
Crossbeam 31 and second cross beam 31 are separately fixed at the both ends of casing 71.Third crossbeam 41 and the 4th crossbeam 41 are separately fixed at
The both ends of setting of casing 72.
As shown in Figure 1, Figure 2 and Fig. 3 is jointly shown, and the both ends of upper casing 71 and setting of casing 72 are all provided with by multiple spaced length
The end of hole 74, first crossbeam 31 and second cross beam 31, third crossbeam 41 and the 4th crossbeam 41 is machined with connecting hole 8；It is logical
Fastener 9 and connecting hole 8 are crossed respectively for first crossbeam 31 and second cross beam 31 and upper casing 71, third crossbeam 41 and the 4th crossbeam
41 are fixedly connected with setting of casing 72.Connection component 7 further includes the connecting rod 73 for connecting casing 71 and setting of casing 72.Connecting rod 73
Quantity be two, two are separately positioned on the both ends of connection component 7.Fastener 9 can select bolt, screw or screw rod,
More structure types such as stud, preferred connecting hole 8 is screw hole in the present embodiment, and fastener 9 is bolt.
This is for first crossbeam 31, the second cross beam 32, third in the adjustable gib truss of assembled floor
Crossbeam 41, the 4th crossbeam 42, web member skeleton 5, sleeve 65, upper casing 71 and setting of casing 72 and connecting rod 73 can use
The profiles such as steel square tube or round tube, angle steel, channel steel.
In use, the span of the floor 2 supported as required is adjusted the length of the supporting truss.So that the skeleton 4 that winds up
The fixed cell 6 at both ends is just arranged in the side spaces of the H profile steel 1 at 2 both ends of floor.Each sleeve 65 is rotated, tune is passed through
Whole first rod piece 61, the length of the second rod piece 62 and third rod piece 63 realize the adjustment of 6 height of fixed cell.It is adjusted to fixation
Height H between unit 6 and top flange downside to the lower flange upper side of H profile steel 1 is identical, so that fixed cell 6 is just fixed
In the side spaces of H profile steel 1.The gib truss can be firmly fixed in H profile steel 1.Using the above structure, make
Single layer independence supporting can be carried out with the adjustable gib truss for assembled floor, and can be applied simultaneously with interlayer
Work.When the floor of current construction layer bottom does not have support upper layer temporary construction load or multilayer flooring carries out interspersed construction
When, this gib truss can be used, improve construction efficiency.The adjustable gib truss for being used for assembled floor can
Save construction space, and need not take root from lower layer's floor and carry out supporting, the bottom of this construction layer without scaffold upright rod or other
The top pillar of similar means supporting, so bottom space is larger, it is ensured that carry out the work surface of other constructions of bottom.This floor branch
It is adjustable having a size of modularization, feature dimensions to protect truss.This truss can carry out modularization production according to standard width of a room in an old-style house size, every half meter long
Degree difference is a kind of truss size, and scene can be assembled and be adjusted according to practical girder steel height and standard width of a room in an old-style house length.
In conclusion a kind of adjustable gib truss for assembled floor of the present invention, has structure simple,
It is easy for installation, it occupies little space, the advantages that support effect is good, convenient for disassembly and assembly, particularly suitable for the mixed and disorderly standard width of a room in an old-style house and the position of different deck-moldings
Set the gib of the prefabricated plate at place.
The above specific embodiments are only exemplary, is to enable those skilled in the art to better understand this
Summary of the invention should not be construed as limiting the scope of protection of the present invention, as long as changing made by technical solution according to the present invention
Into each falling within protection scope of the present invention.
Claims (10)
1. a kind of adjustable gib truss for assembled floor, it is characterised in that: including the skeleton that winds up (4), on
The both ends of string skeleton (3) are mounted on fixed cell (6).
2. a kind of adjustable gib truss for assembled floor as described in claim 1, it is characterised in that: institute
It is height-adjustable to state fixed cell (6).
3. a kind of adjustable gib truss for assembled floor as described in claim 1, it is characterised in that: institute
Stating fixed cell (6) includes the first rod piece (61) being triangularly arranged, the second rod piece (62) and third rod piece (63), the first bar
The both ends of part (61) respectively at the end of the second rod piece (62) and third rod piece (63) join, the other end of the second rod piece (62) and
The other end of third rod piece (63) is respectively mounted on the skeleton that winds up (3).
4. a kind of adjustable gib truss for assembled floor as claimed in claim 3, it is characterised in that: institute
State the first rod piece (61), the second rod piece (62) and third rod piece (63) equal adjustable in length.
5. a kind of adjustable gib truss for assembled floor as claimed in claim 3, it is characterised in that: institute
The both ends for stating the first rod piece (64), which join, fixing seat (64).
6. a kind of adjustable gib truss for assembled floor as described in claim 1, it is characterised in that: institute
Stating for the adjustable gib truss of assembled floor further includes lower edge skeleton (5), further includes that skeleton (3) are winded up in connection
With multiple web member skeletons (5) of lower edge skeleton (4).
7. a kind of adjustable gib truss for assembled floor as claimed in claim 6, it is characterised in that: institute
The length for stating the skeleton that winds up (3) and lower edge skeleton (5) is adjustable.
8. a kind of adjustable gib truss for assembled floor as claimed in claim 6, it is characterised in that: institute
Stating for the adjustable gib truss of assembled floor further includes connection component (7)；Wind up skeleton (3) include first horizontal
Beam (31) and second cross beam (31), lower edge skeleton (4) include third crossbeam (41) and the 4th crossbeam (41)；
Connection component (7) includes the upper casing (71) and setting of casing (72) being fixedly installed up and down；
First crossbeam (31) and second cross beam (31) are separately fixed at the both ends of casing (71)；
Third crossbeam (41) and the 4th crossbeam (41) are separately fixed at the both ends of setting of casing (72)；The upper casing (71) and under
The both ends of casing (72) are all provided with by multiple spaced strip holes (74), first crossbeam (31) and second cross beam (31), third
The end of crossbeam (41) and the 4th crossbeam (41) is machined with connecting hole (8)；Respectively will by fastener (9) and connecting hole (8)
First crossbeam (31) and second cross beam (31) and upper casing (71), third crossbeam (41) and the 4th crossbeam (41) and setting of casing (72)
It is fixedly connected.
9. a kind of adjustable gib truss for assembled floor as claimed in claim 8, it is characterised in that: institute
Stating connection component (7) further includes the connecting rod (73) for connecting casing (71) and setting of casing (72).
10. a kind of adjustable gib truss for assembled floor as claimed in claim 6, it is characterised in that:
The web member skeleton (5) is obliquely installed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811602977.5A CN109555313A (en) | 2018-12-26 | 2018-12-26 | A kind of adjustable gib truss for assembled floor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811602977.5A CN109555313A (en) | 2018-12-26 | 2018-12-26 | A kind of adjustable gib truss for assembled floor |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109555313A true CN109555313A (en) | 2019-04-02 |
Family
ID=65871254
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811602977.5A Withdrawn CN109555313A (en) | 2018-12-26 | 2018-12-26 | A kind of adjustable gib truss for assembled floor |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109555313A (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110409809A (en) * | 2019-07-26 | 2019-11-05 | 中国矿业大学 | Bracket and its construction method are supported for the construction of prefabricated superimposed sheet |
| CN113445760A (en) * | 2021-06-21 | 2021-09-28 | 五冶集团上海有限公司 | Adjustable and detachable support for assembling steel structure truss and use method thereof |
| CN114645516A (en) * | 2022-04-11 | 2022-06-21 | 中铁六局集团天津铁路建设有限公司 | Construction strutting arrangement suitable for low space under variable cross-section roof beam |
| CN114809441A (en) * | 2022-05-24 | 2022-07-29 | 许昌恒达杭萧建筑科技有限公司 | Supporting steel truss for assembly type building |
| CN115199058A (en) * | 2022-07-23 | 2022-10-18 | 龙元明筑科技有限责任公司 | Assembled floor support truss that does not fall to ground |
| CN117947940A (en) * | 2024-03-13 | 2024-04-30 | 浙江大学建筑设计研究院有限公司 | Adjustable truss steel frame and production method thereof |
-
2018
- 2018-12-26 CN CN201811602977.5A patent/CN109555313A/en not_active Withdrawn
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110409809A (en) * | 2019-07-26 | 2019-11-05 | 中国矿业大学 | Bracket and its construction method are supported for the construction of prefabricated superimposed sheet |
| CN113445760A (en) * | 2021-06-21 | 2021-09-28 | 五冶集团上海有限公司 | Adjustable and detachable support for assembling steel structure truss and use method thereof |
| CN113445760B (en) * | 2021-06-21 | 2026-07-17 | 五冶集团上海有限公司 | Adjustable and detachable bracket for assembling steel structure truss and use method thereof |
| CN114645516A (en) * | 2022-04-11 | 2022-06-21 | 中铁六局集团天津铁路建设有限公司 | Construction strutting arrangement suitable for low space under variable cross-section roof beam |
| CN114645516B (en) * | 2022-04-11 | 2024-02-06 | 中铁六局集团天津铁路建设有限公司 | Construction supporting device suitable for low space under variable-section beam |
| CN114809441A (en) * | 2022-05-24 | 2022-07-29 | 许昌恒达杭萧建筑科技有限公司 | Supporting steel truss for assembly type building |
| CN115199058A (en) * | 2022-07-23 | 2022-10-18 | 龙元明筑科技有限责任公司 | Assembled floor support truss that does not fall to ground |
| CN115199058B (en) * | 2022-07-23 | 2025-10-31 | 龙元明筑科技有限责任公司 | Assembled floor supporting truss without falling to ground |
| CN117947940A (en) * | 2024-03-13 | 2024-04-30 | 浙江大学建筑设计研究院有限公司 | Adjustable truss steel frame and production method thereof |
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| 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 | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20190402 |
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| WW01 | Invention patent application withdrawn after publication |