CN108643561A - A kind of floor support plate oblique pull support construction - Google Patents
A kind of floor support plate oblique pull support construction Download PDFInfo
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- CN108643561A CN108643561A CN201810821938.8A CN201810821938A CN108643561A CN 108643561 A CN108643561 A CN 108643561A CN 201810821938 A CN201810821938 A CN 201810821938A CN 108643561 A CN108643561 A CN 108643561A
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- floor
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- 238000010276 construction Methods 0.000 title claims abstract description 34
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 79
- 239000010959 steel Substances 0.000 claims abstract description 79
- 210000000078 claw Anatomy 0.000 claims description 37
- 230000001105 regulatory effect Effects 0.000 claims description 14
- 238000009434 installation Methods 0.000 abstract description 6
- 238000010586 diagram Methods 0.000 description 12
- 239000000725 suspension Substances 0.000 description 5
- 239000000463 material Substances 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- 238000003466 welding Methods 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
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The present invention relates to construction to support field, specifically, it is related to a kind of floor support plate oblique pull support construction, it includes the girder steel connector that can be connect with girder steel, further include pull rod, support connector and support element, the girder steel connector is hinged with pull rod one end, and the pull rod other end and support connector are hinged, at least two pull rods are hinged with the support connector, the supports support floor support plate bottom of the support connector connection.Pass through the pull rod for being connected to the girder steel connector of two girder steels and one end is hinged with girder steel connector, the other end is hinged with support connector, so that two girder steel connectors and support connector distribution triangular in shape, stable structure, can stablize is that the support element being connect with support connector provides active force, so that support element one end supports the floor support plate between two girder steels, it can realize the quick support of the floor support plate between steel construction, the arch camber amount of arbitrary adjustment floor, and do not influenced by lower layer's floorboard easy for installation.
Description
Technical field
The present invention relates to construction to support field, specifically, being related to a kind of floor support plate oblique pull support construction.
Background technology
In recent years, as steel construction is in the increase deeply and to environmental consciousness of the application of building field, existing steel knot
Detachable self-supporting floor support plate is generally laid between structure beam.It is detachably implemented in combination with template by bar frame and template and repeats profit
With, at the same steel bar girder end and steel structure girder be welded to connect enable detachable self-supporting floor support plate realize certain span without
It needs to support, the use of scaffold when reducing horizontal structure construction.But the floor support plate when span is larger or concrete floor slab placement is thicker
Intermediate position need to increase support, some hold, and building is held according to the design needs or when span is more than 4 meters is also required to support arch camber.And show
Some is cumbersome by scaffold support floor support plate, and needs the floor maintenance that lower layer pours to some strength ability
It builds, seriously affects construction efficiency.A kind of suspension type steel bar truss floor support plate branch of Chinese patent open file CN104674992A
Support method and its structure disclose the suspension by hanging buckle on the H profile steel lower flange of girder plate of upper layer and hold sunpender, the sunpender
Connect supports support steel bar truss floor support plate.Although scaffold can be replaced with the mode of suspention support, flexibly use,
Suspension type steel bar truss floor support plate support construction there are problems that：Sunpender, which is cast in concrete, forms consumption, waste of resource；
Suspension type support construction installing and dismounting is extremely inconvenient, and structural instability, is easy to shake.Chinese patent CN205531315U is public
A kind of detachable steel bar truss floor support plate system has been opened, has been supported on the truss support of girder steel lower flange by both ends to support and steel
The floor support plate of beam top flange connection.Truss support can solve the problems, such as that part suspension type support construction exists, but use
It is had the following problems in journey：
1. truss support adaptability is poor, same truss support cannot meet the support of different spans floor support plate, and when building is held
When span of slab is larger, truss support can not even bear own wt and deformation failure；
2. truss support cannot arbitrarily adjust the arch camber amount of floor support plate, inconvenient to use；
3. truss support dead weight is not easy to greatly in-site installation construction.
Invention content
Present disclosure is to provide a kind of floor support plate oblique pull support construction, can realize the floor support plate between steel construction
Quick support, the arbitrary arch camber amount for adjusting floor, and not influenced by lower layer's floorboard easy for installation.
A kind of floor support plate oblique pull support construction according to the present invention, including the girder steel connector that can be connect with girder steel, it is special
Sign is, further includes pull rod, support connector and support element, the support connector is at least hinged with two pull rods, often
One pull rod is hinged with a girder steel connector respectively, and the pull rod cooperation oblique pull support connector makes and the support connector
The supports support floor support plate bottom of connection.
Further, the girder steel connector includes fixed plate, and fixed plate is equipped with the first claw and the second claw, and described the
One claw and the second claw are oppositely arranged and may be stuck in girder steel wing plate both sides.
Further, first claw and fixed plate be welded to connect either be integrated or with by running through fixed plate
The claw adjustment hole fastener of upper setting is fastenedly connected, fastener runs through the claw adjustment hole and the second claw that fixed plate is equipped with
Connection, second claw are adjustable with fixed plate relative position.
Further, fixed plate is equipped with holds out against appended claims threaded hole with second, and fixed plate side is equipped with connecting plate, institute
It states connecting plate and is equipped with hinge hole, rod piece passes through the hinge hole that connecting plate and the second articulated section is made to be articulated and connected.
Further, the pull rod includes that first articulated section and girder steel connector hinged with support connector are hinged
Second articulated section and the middle part regulating part for connecting the first articulated section and the second articulated section, middle part regulating part end are equipped with interior
Screw thread, first articulated section and second articulated section one end be respectively equipped with middle part regulating part screw-thread fit connection screw thread bar portion,
Rotation middle part regulating part makes the pull rod extend or shorten.
Further, the support connector includes structural member, and the structural member both sides are respectively equipped with hinged with pull rod
Engaging lug, the structural member end are equipped with the end connection being detachably connected with adjacent bonds component.
Further, the end connection includes the first connecting plate being fixedly connected with structural member end, and described first connects
Fishplate bar is equipped with through-hole, the first connecting plate is fixedly connected with by fastener between adjacent bonds component or end connection include with
The screwed fixed column and second end connecting plate that structural member one or both ends are fixedly connected, the second end connecting plate connect
Connect the fixed column of adjacent bonds component.
Further, the support connector includes structural member, and the structural member both sides are respectively equipped with hinged with pull rod
Engaging lug, the structural member are square tube or pipe, and one or more structural members are socketed in supporting linkage, the structure
Part is equipped with threaded hole, and first, which holds out against fastener, withstands on threaded hole cooperation on the outside of supporting linkage.
Further, including the first strut, first strut one end are connect with the girder steel connector, the other end with
Support element connects, and support element is avoided to roll to girder steel connector.
Further, including the second strut, girder steel of second strut both ends respectively on girder steels different from being connected to connects
Fitting connects, and middle part is equipped with the external member being sleeved on support element.
Compared with prior art, the present invention having the advantages that：
1. being hinged with girder steel connector by the girder steel connector and one end that are connected to two girder steels, the other end connects with support
The hinged pull rod of fitting so that two girder steel connectors and support connector distribution triangular in shape, stable structure can be stablized and be
The support element being connect with support connector provides active force so that support element one end supports the floor support plate between two girder steels, energy
The quick support for enough realizing the floor support plate between steel construction, arbitrarily adjusts the arch camber amount of floor, and not by lower layer's floorboard
It influences easy for installation；
2. further, the present invention is by being arranged telescopic bar and support element, and can Fast Installation dismounting girder steel connection
Part so that the present invention can adapt to different structure and the girder steel of span, and can quickly adjust floor support plate bearing height, and not shadow
The construction for ringing lower floor, can greatly increase construction speed；The multiple support elements of the present invention can share a structural member and
A pair of of pull rod so that it is quick and easy for installation, material property is made full use of, the use of material is reduced, it is at low cost from heavy and light, and tie
Connection between component makes support system more safety and stability；
3. the present invention avoids support element from rolling to girder steel connector by the way that the first strut and the second strut is arranged so that branch
Member supports safety and stability, if while the first strut symmetrically with the steel connection connector connection connected on adjacent girder steel or such as second
Strut mode is arranged, and can adjust the horizontal force situation of connecting plate so that connecting plate only by or it is most of by downward
Active force, avoid being failed by larger moment of flexure.
Description of the drawings
Fig. 1 is 1 floor support plate oblique pull support construction schematic diagram of embodiment；
Fig. 2 is 1 girder steel connecting-piece structure schematic diagram of embodiment；
Fig. 3 is 1 fixed plate structure schematic diagram of embodiment；
Fig. 4 is 1 girder steel connector schematic cross-sectional view of embodiment；
Fig. 5 is a kind of 1 support connecting-piece structure schematic diagram of embodiment；
Fig. 6 is a kind of 1 support connecting-piece structure schematic diagram of embodiment；
Fig. 7 is 1 supporting piece structure schematic diagram of embodiment；
Fig. 8 is 1 fixed link of embodiment and fixed rod bearing vertical view；
Fig. 9 is 2 girder steel connecting-piece structure schematic diagram of embodiment；
Figure 10 is 2 fixed plate structure schematic diagram of embodiment；
Figure 11 is 2 fixed plate structure schematic diagram of embodiment；
Figure 12 is that embodiment 2 supports connecting-piece structure schematic diagram；
Figure 13 is the floor support plate oblique pull support construction schematic diagram equipped with the first strut；
Figure 14 is the floor support plate oblique pull support construction schematic diagram equipped with the second strut.
In figure：1- support connectors, 11- engaging lugs, 12- structural members, 121- connecting seats, 122- first hold out against fastener,
The first end connections of 13-, 14- supporting linkages, 15- second end connecting plates, 151- fixed columns, 2- pull rods, 21- first are hinged
Portion, the second articulated sections 22-, 201- thread rod parts, the middle parts 23- regulating part, 231- handles, 3- support elements, 31- fixed links, 311-
Adjust slot hole, 312- fixed rod seats, 32- supporting post-rods, 321- location holes, 322- footstocks, 33- adjusting nuts, 34- support cross
Bar, 35- telescopic supporting rods, 4- girder steel connectors, 41- fixed plates, 411- claw adjustment holes, 412- second hold out against fastener, 2-
First claw, the second claws of 43-, 44- connecting plates, 441- hinge holes, 5- girder steels, 6- floor support plates, the first struts of 71-, 72- second
Strut, 8- external members.
Specific implementation mode
The embodiment of the present invention is described below in detail, examples of the embodiments are shown in the accompanying drawings, from beginning to end phase
Same or similar label indicates same or similar element or element with the same or similar functions.Below with reference to attached drawing
It is illustrative when the embodiment of description, it is only used for explaining the present invention, and be not construed as limiting the claims.
With reference to the accompanying drawings of the specification and specific embodiment, invention is described in detail.
Embodiment 1
As shown in figs. 1-7, a kind of floor support plate oblique pull support construction, including：It includes knot to support connector 1, the support connector 1
Component 12,12 both sides of the structural member are symmetrically arranged with engaging lug 11, thereon end fastener or are welded and connected with support element 3.
The engaging lug 11 is hinged with 2 one end of pull rod respectively, and 2 other end of the pull rod is hinged with girder steel connector 4, girder steel connector 4
It is detachably connected with 5 lower wing plate of girder steel.3 upper end of support element is fixedly installed footstock 322, and the footstock 322 contradicts support rail
34 sides, 34 cross-brace of the support rail is in 6 downside of floor support plate.The present embodiment by two girder steel connectors 4 respectively with steel
Either i-shape steel beam or the connection of other girder steels 6 of the H profile steel beam of muscle truss two sides position.Girder steel connector 4 respectively with drawing
2 one end of bar is hinged, and two pull rods, 2 other end is hinged with the engaging lug 11 being arranged on support connector 1 respectively, therefore two pull rods 2 will
The support pulling of connector 1 is kept certain height, and then provides active force for the support element being arranged on support connector 1 so that branch
Support member withstands support rail 34 and reduces curved under floor support plate or floor support plate is made to arch upward.
The structural member 12 is pipe fitting, and both ends or one end are equipped with end connection, and the end connection so that two is adjacent
Structural member 12 being capable of quick dismantling connection.
End connection includes that 12 one or both ends of the structural member are provided with screwed fixed column 151 and second end
Connecting plate 15, a structural member 12 are connected with another structural member 12 by second end connecting plate 15 and fixed column 151, institute
It can be to weld or be threaded in 12 end of structural member to state fixed column, and second end connecting plate 15 is equipped with slot hole, adjacent bonds
Fixing across the second end connecting plate 15 on 12 end the same face of component is so that the connection of adjacent bonds component 12, passes through nut piece
Second end connecting plate 15 is fastened so that adjacent structural member 12 is fixedly connected with screw-thread fit is fixed..Certain existing pipe fitting
Connection between 12 end of structure of the invention part that the connection type of end can be used.12 both sides of the structural member are at butt welding
For the engaging lug 11 connect in succession on same cross section, the engaging lug 11 is spaced setting and every on 12 length direction of structural member
It has angle with two pull rods 2 being hinged to engaging lug 11.
In some embodiments, end connection is arranged the first connecting plate 13 by 12 one or both ends of the structural member and replaces
Second connecting plate 15, first connecting plate 13 are welded on 12 end of structural member, and periphery is equipped with through-hole, will by fastener nut
The first connecting plate 13 being disposed adjacent is fixedly connected.
The support element 3 includes fixed link 31 and Telescopic support top rod 32.The fixed link 31 is welded for pipe fitting one end
There is fixed rod seat 312, the fixed rod seat 312 is fixedly connected with 121 fastener of connecting seat welded on structural member 12, described solid
31 other end of fixed pole is connect with one end equipped with 32 screw-thread fit of externally threaded supporting post-rod equipped with internal thread, therefore supporting post-rod 32
With 31 position-adjustable of fixed link.Certainly, in some embodiments, 31 end of fixed link is equipped with external screw thread, long in external screw thread
It spends in range to be equipped with and adjusts slot hole 311, nut piece 33 and 31 end of thread screw-thread fit of fixed link.The interval of the supporting post-rod 32 is set
It is equipped with location hole 321,32 part of the supporting post-rod is sleeved in fixed link 31.By pin or rod piece through adjusting slot hole
311 and location hole 321, pin or two end-rack of rod piece in the upside of nut piece 33, therefore adjusting nut part 33 can make it is solid
32 relative motion of fixed pole 31 and supporting post-rod, and then the length of the support element 3 is adjusted, to adapt to support demand.
The pull rod 2 is rod piece or pipe fitting, includes that first articulated section 21 and girder steel hinged with support connector 1 connect
The second hinged articulated section 22 of fitting 4.
In some embodiments, the pull rod 2 is scalable component, further includes middle part regulating part 23, and described first is hinged
Portion 21 and 22 side of the second articulated section are respectively equipped with threaded rod.23 both ends of middle part regulating part respectively with the first articulated section 21 and
The threaded rod screw-thread fit of second articulated section 22 when rotating middle part regulating part 23, can make pull rod 2 extend or shorten.In described
Regulating part 23 outside in portion's is welded with semi-circular handle 231, and middle part regulating part 23 is facilitated to rotate.
Certainly, in some embodiments, telescopic support element 3 and pull rod 2 can also pass through pin joint, the spiral shell between rod piece
The length of scalable cooperation adjustment support element 3 and pull rod 2 between line attaching nut part and tightening latch etc., satisfies the use demand.
The girder steel connector 4 includes the first claw 42 and the second claw 43, first claw, 42 and second claw 43
Pawl mouth is opposite and is connected to H profile steel lower wing plate both sides, and first claw 42 is welded to connect with fixed plate 41, the second claw 43 and
41 one end of fixed plate offers 411 fastener of the claw adjustment hole connection of long row, and claw adjustment hole 411 can make the fastening across it
Part is adjusted up girder steel is horizontal, therefore the relative distance of second claw, 43 and first claw 42 passes through 41 claw tune of fixed plate
Knothole adjusts 411 and adjusts, to adapt to the lower wing plate of different in width, and easy disassembly.The fixed plate 41 is equipped with threaded hole, the
The two threaded hole screw-thread fits for holding out against fastener 412 and fixed plate 41 withstand on H profile steel bottom so that girder steel connector 4 and H profile steel
Position is fixed.41 downside of the fixed plate is welded with vertically extending connecting plate 44, if the connecting plate 44 is vertically equipped at intervals with
Dry hinge hole 441.The connecting plate 44 is that two pieces of riser intervals are oppositely arranged, and centre is equipped with convenient for the insertion of the first articulated section 21
Gap.
Embodiment 2
The present embodiment difference from Example 1 is：
In order to keep stress balance, as shown in figure 13, the connecting plate 44 is hinged or is fastenedly connected with 71 one end of the first strut,
First strut, 71 other end is hinged or is fastenedly connected with the support element 3, and first strut 71 is telescopic
Support element 3 can be held or be supported to rod piece so that the setting of the support element 3 is not easy to topple over.
As shown in figure 12, the structural member 12 is square tube or pipe, and the structural member 12 is socketed in supporting linkage 14
On.Several structural members 12 are connected by supporting linkage 14 on the steel structure girder of a standard width of a room in an old-style house so that are temporarily supported above longitudinal direction
On can keep stable.The structural member 12 is equipped with threaded hole, and first holds out against fastener 122 coordinates with threaded hole, the first top
Tightly firmware 122 withstands on 14 outside of supporting linkage of the socket of structural member 12 so that structural member 12 and supporting linkage 14 are opposite
It is fixed.
As described in Figure 11, the support element 3 includes fixed link 31, telescopic supporting rod 35 and supporting post-rod 32.It is described
Fixed link 31 and the supporting post-rod 32 are respectively equipped with external screw thread, and 35 both ends of the telescopic supporting rod are equipped with internal thread, described to stretch
Contracting supporting rod 35 is connect with fixed link 31 and 32 screw-thread fit of supporting post-rod respectively, and rotation telescopic supporting rod 35 is so that fixed link 31
It is moved with 32 relative telescopic supporting rod 35 of supporting post-rod to reach the telescopic action of retractable supports part.
As shown in Figure 9, Figure 10, the first claw 42 that girder steel connector 4 is arranged can be arranged same as the second claw 43
Structure, fixed bottom plate 41 are symmetrically arranged with claw adjustment hole 411 so that the second claw 43 equally can be opposite with opposing fixed plate 41
It is mobile.Adjust the lower wing plate of the aid different in width of relative distance girder steel connector 4 of the second claw 43 and the first claw 42.
Embodiment 3
The present embodiment place unlike the embodiments above is：
As shown in figure 14, the girder steel connector being connected on different girder steels（4）The connected connecting plate 44 is respectively with second
Strut 72 connects, and the connecting plate 44 is made its component in the horizontal direction by the active force of the horizontal direction of the second strut 72
It is cancelled, and then the connecting plate 44 greatly reduces the possibility of bending deformation, it is steady to improve structure mainly by downward pulling force
It is qualitative.At same section, middle part is equipped with external member 8 for the second strut 72 and the support element 3 simultaneously, and the external member 8 is set in
Support element 3 is fixedly connected.Connection relation between second strut 72 and external member 8 can be to be hinged, be welded to connect, fastening
The diversified forms such as part connection, certainly, external member 8 can be tubulose, annular shape, semi-annular shape etc..
In some embodiments, the external member 8 is set on support element 3 through fastener or pin and the support element
3 fix, and second strut 72 is telescopic rod piece, therefore in different spans, and the handing-over is in same support connector 1
On two pull rods 2 between angle it is adjustable, the extended length of the adjustable in length of the second strut 72, support element 3 is adjustable, set
Position-adjustable of the part 8 on support element.The present invention may be mounted at the span between different girder steels, and easy to adjust, knot
Structure is stablized.
Claims (10)
1. a kind of floor support plate oblique pull support construction, including the girder steel connector that can be connect with girder steel（4）, which is characterized in that also wrap
Include pull rod（2）, support connector（1）And support element（3）, the support connector（1）At least with two pull rods（2）Hinge
It connects, each pull rod（2）Respectively with a girder steel connector（4）It is hinged, the pull rod（2）Oblique pull is coordinated to support connector（1）
Make and the support connector（1）The support element of connection（3）Support floor support plate bottom.
2. floor support plate oblique pull support construction according to claim 1, which is characterized in that the girder steel connector（4）Including
Fixed plate（41）, fixed plate（41）Equipped with the first claw（42）With the second claw（43）, first claw（42）With the second pawl
Portion（43）It is oppositely arranged and may be stuck in girder steel wing plate both sides.
3. floor support plate oblique pull support construction according to claim 2, which is characterized in that first claw（42）With fixation
Plate（41）It is welded to connect and is either integrated or by running through fixed plate（41）The claw adjustment hole of upper setting（411）Fastening
Part is fastenedly connected, and fastener runs through claw adjustment hole（411）It is connected and fixed plate（41）With the second claw（43）Connection, described second
Claw（43）With fixed plate（41）Relative position is adjustable.
4. floor support plate oblique pull support construction according to claim 2 or 3, which is characterized in that fixed plate（41）Equipped with
Two hold out against fastener（412）Mate with threaded holes, fixed plate（41）Side is equipped with connecting plate（44）, the connecting plate（44）Equipped with hinge
Connect hole（441）, rod piece is across the hinge hole（441）Make connecting plate（44）With the second articulated section（22）Articulated connection.
5. floor support plate oblique pull support construction according to claim 1, which is characterized in that the pull rod（2）Including with support
Connector（1）The first hinged articulated section（21）And girder steel connector（4）The second hinged articulated section（22）And connection first
Articulated section（21）With the second articulated section（22）Middle part regulating part（23）, the middle part regulating part（23）End is equipped with internal thread,
First articulated section（21）With the second articulated section（22）One end is respectively equipped with and middle part regulating part（23）Screw-thread fit connects spiral shell
Rasp bar portion（201）, rotation middle part regulating part（23）Make the pull rod（2）Elongation is shortened.
6. floor support plate oblique pull support construction according to claim 1, which is characterized in that the support connector（1）Including
Structural member（12）, the structural member（12）Both sides are respectively equipped with and pull rod（2）Hinged engaging lug（11）, the structural member（12）
End is equipped with and adjacent bonds component（12）The end connection being detachably connected.
7. floor support plate oblique pull support construction according to claim 6, which is characterized in that the end connection includes and structure
Part（12）The first connecting plate that end is fixedly connected（13）, first connecting plate（13）Equipped with through-hole, adjacent bonds component（12）
Between the first connecting plate is fixedly connected with by fastener（13）Or end connection includes and structural member（12）One end or two
Hold the screwed fixed column being fixedly connected（151）With second end connecting plate（15）, the second end connecting plate（15）Connection
Adjacent bonds component（12）Fixed column（151）.
8. floor support plate oblique pull support construction according to claim 1, which is characterized in that the support connector（1）Including
Structural member（12）, the structural member（12）Both sides are respectively equipped with and pull rod（2）Hinged engaging lug（11）, the structural member（12）
For square tube or pipe, one or more structural members（12）It is socketed in supporting linkage（14）, the structural member（12）On
Fastener is held out against equipped with threaded hole, first（122）Supporting linkage is withstood on threaded hole cooperation（14）Outside.
9. floor support plate oblique pull support construction according to claim 1, which is characterized in that including the first strut（71）, described
First strut（71）One end and the girder steel connector（4）Connection, the other end and support element（3）Connection, avoids support element（3）
To girder steel connector（4）Inclination is fallen.
10. floor support plate oblique pull support construction according to claim 1, which is characterized in that including the second strut（72）, described
Second strut（72）The both ends girder steel connector on girder steels different from being connected to respectively（4）Connection, second strut（72）Portion
Equipped with being sleeved on support element（3）On external member（8）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810821938.8A CN108643561A (en) | 2018-07-24 | 2018-07-24 | A kind of floor support plate oblique pull support construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810821938.8A CN108643561A (en) | 2018-07-24 | 2018-07-24 | A kind of floor support plate oblique pull support construction |
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| Publication Number | Publication Date |
|---|---|
| CN108643561A true CN108643561A (en) | 2018-10-12 |
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| CN201810821938.8A Pending CN108643561A (en) | 2018-07-24 | 2018-07-24 | A kind of floor support plate oblique pull support construction |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113944322A (en) * | 2021-10-20 | 2022-01-18 | 龙元明筑科技有限责任公司 | Connect and exempt from interim bearing structure of welding trompil on H shaped steel roof beam upper portion |
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| CN208749088U (en) * | 2018-07-24 | 2019-04-16 | 浙江中益建材科技有限公司 | A kind of floor support plate oblique pull support construction |
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| CN113944322A (en) * | 2021-10-20 | 2022-01-18 | 龙元明筑科技有限责任公司 | Connect and exempt from interim bearing structure of welding trompil on H shaped steel roof beam upper portion |
| CN113944322B (en) * | 2021-10-20 | 2023-01-10 | 龙元明筑科技有限责任公司 | Connect and exempt from interim bearing structure of welding trompil on H shaped steel roof beam upper portion |
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