CN108643560A - A kind of floor support plate temporary support structure - Google Patents
A kind of floor support plate temporary support structure Download PDFInfo
- Publication number
- CN108643560A CN108643560A CN201810821195.4A CN201810821195A CN108643560A CN 108643560 A CN108643560 A CN 108643560A CN 201810821195 A CN201810821195 A CN 201810821195A CN 108643560 A CN108643560 A CN 108643560A
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- Prior art keywords
- support
- connector
- girder steel
- floor
- plate
- Prior art date
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 91
- 239000010959 steel Substances 0.000 claims abstract description 91
- 210000000078 claw Anatomy 0.000 claims description 45
- 230000001105 regulatory effect Effects 0.000 claims description 14
- 238000010276 construction Methods 0.000 abstract description 12
- 238000009434 installation Methods 0.000 abstract description 5
- 238000010586 diagram Methods 0.000 description 12
- 239000000725 suspension Substances 0.000 description 5
- 239000002023 wood Substances 0.000 description 2
- FGRBYDKOBBBPOI-UHFFFAOYSA-N 10,10-dioxo-2-[4-(N-phenylanilino)phenyl]thioxanthen-9-one Chemical compound O=C1c2ccccc2S(=O)(=O)c2ccc(cc12)-c1ccc(cc1)N(c1ccccc1)c1ccccc1 FGRBYDKOBBBPOI-UHFFFAOYSA-N 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization 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
Abstract
The present invention relates to construction to support field, specifically, it is related to a kind of floor support plate temporary support structure, including the girder steel connector that can be connect with girder steel, further include bracing element and support connector, the one support connector is at least hinged with two bracing elements, and each bracing element is hinged with a girder steel connector respectively, the support connector that the cooperation support side that the bracing element tilts upward is contradicted with floor support plate bottom.The bracing element being connect with the girder steel connector being fixedly connected on girder steel by least two coordinates support support connector obliquely, enable and connector is supported to remain in the floor support plate on the downside of floor support plate and between quick support steel beam, facilitate the arch camber amount of adjustment floor, and it is not influenced by lower layer's floorboard, it is 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 temporary support structure.
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 temporary support structure, 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 temporary support structure according to the present invention, including the girder steel connector that can be connect with girder steel, are also wrapped
Bracing element and support connector are included, the support connector is at least hinged with two bracing elements, each bracing element point
Not hinged with a girder steel connector, the cooperation support side that the bracing element tilts upward connects with the support that floor support plate bottom contradicts
Fitting.
The present invention, the bracing element being connect with the girder steel connector being fixedly connected on girder steel by least two are matched obliquely
Close support support connector so that support connector can remain in floor support plate downside and quickly the building between support steel beam is held
Plate, facilitate the arch camber amount of adjustment floor, and do not influenced by lower layer's floorboard, it is easy for installation.
Further, including draw piece, the draw piece both ends connect with two bracing elements for being connected to same support connector respectively
It connects, the draw piece connect to form triangular structure with two bracing elements.
The present invention, draw piece can connect to form triangular structure with two bracing elements so that temporary support structure and support building
It is more stable when board, while neither two bracing element both ends on the same line can be kept shape by the pulling force of draw piece,
Meanwhile the pulling force that draw piece provides bracing element so that the power that bracing element acts on horizontal direction on two girder steel connectors is zero, tiltedly
Support member only has girder steel connection the active force of vertical direction, and therefore, girder steel connector is to steel beam action predominantly effect downwards
Power reduces moment of flexure or torque that girder steel connection is subject to.
Further, the bracing element includes that first articulated section and girder steel connector hinged with support connector are hinged
The second articulated section, the draw piece both ends are commonly connected on corresponding girder steel connector respectively with the second articulated section.
The present invention, the draw piece are connected on girder steel connector that installing and dismounting is more convenient, and replaceability is higher, the drawing
Part can be the object that wooden stick's part, adjustable in length steel pipe component or steel wire rope etc. can bear pulling force.
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.
The present invention, first claw and the second claw, which are oppositely arranged, is stuck in girder steel wing plate both sides so that girder steel connector
It connect efficient and convenient and is connected firmly with girder steel, particularly with H profile steel and I-steel.
Further, first claw, which is welded to connect or is integrated with fixed plate, is arranged by running through in fixed plate
The fastener of claw adjustment hole be fastenedly connected, fastener runs through the fixed plate equipped with claw adjustment hole and is connect with the second claw,
Second claw is adjustable with fixed plate relative position.
The present invention, by the second claw that a position-adjustable is arranged so that the phase between the first claw and the second claw
To position-adjustable, and then the girder steel wing plate of different in width is can adapt to, simple in structure, installing and dismounting is all more convenient.When
When one claw and the second claw position can be adjusted, it can be symmetrical arranged with respect to girder steel connector so that the first claw and the second pawl
Portion's uniform force facilitates replacement.
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.
The present invention holds out against fastener by second and fixed plate is rapidly secured on girder steel, connecting plate is arranged in fixed plate,
The second articulated section is facilitated to be articulated and connected, and when connecting plate can be arranged that multiple hinge holes are convenient to be articulated and connected with the second articulated section
Adjustment.
Further, the bracing element includes middle part regulating part, and middle part regulating part end is equipped with internal thread, and described the
One articulated section and second articulated section one end are respectively equipped with to be adjusted with middle part regulating part screw-thread fit connection screw thread bar portion, rotation middle part
Part makes the bracing element extend or shorten.
The present invention, the bracing element are arranged the first articulated section and the second articulated section and are articulated and connected with corresponding construction so that tiltedly
The angle adjustable that support member and girder steel connector and support connector are connect, can adapt to different spans girder steel and girder steel it
Between need the floor support plates of different arch camber degree, the length that bracing element is adjusted by middle part regulating part screw-thread fit is convenient and efficient, energy
Existing most of girder steel span is enough adapted to, it is easy to use.
Further, the support connector includes structural member, and the structural member is equipped with the engaging lug hinged with bracing element,
The structural member end is equipped with the end connection being detachably connected with adjacent bonds component.
The present invention, support connector are detachably connected from beginning to end successively, disclosure satisfy that the span steel of relatively big difference in the longitudinal direction
Girder construction, and but also floor support plate temporary support is more stable in the longitudinal direction, be not necessarily to either only need several braces or steady
The rod piece for determining structure can be so that the stabilization support of floor support plate temporary support structure, avoids unstable phenomenon.
Further, the support connector includes the support connection for being equipped with the structural member of engaging lug and being connect with structural member
Bar, each supporting linkage can be connect with multiple structural members, and the supporting linkage is against on the downside of floor support plate, described
Structural member is equipped with threaded hole, and first, which holds out against fastener, withstands on threaded hole cooperation on the outside of supporting linkage..
The present invention, the supporting linkage and structural member are provided separately, and holding out against fastener by described first will be described
Supporting linkage is fixedly connected with structural member, and the spacing distance of structural member can be flexibly arranged according to the actual conditions of installation, and
And the supporting linkage can be a variety of rod pieces, such as the lumps of wood, the application such as square tube is flexible, at low cost.
Description of the drawings
Fig. 1 is a kind of floor support plate temporary support structure schematic diagram；
Fig. 2 is another floor support plate temporary support structure schematic diagram；
Fig. 3 is 1 girder steel connecting-piece structure schematic diagram of embodiment；
Fig. 4 is 1 fixed plate structure schematic diagram of embodiment；
Fig. 5 is 1 girder steel connector schematic cross-sectional view of embodiment；
Fig. 6 is 2 girder steel connecting-piece structure schematic diagram of embodiment；
Fig. 7 is 2 fixed plate structure schematic diagram of embodiment；
Fig. 8 is a kind of support connecting-piece structure schematic diagram；
Fig. 9 is a kind of support connecting-piece structure schematic diagram；
Figure 10 is a kind of support connecting-piece structure schematic diagram；
Figure 11 is a kind of 3 floor support plate temporary support structure schematic diagram of embodiment；
Figure 12 is that embodiment 3 supports connecting-piece structure schematic diagram；
Figure 13 is 3 strut structure schematic diagram of embodiment.
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- bracing elements, 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, 34- support rails, the flexible branch of 35-
Strut, 4- girder steel connectors, 41- fixed plates, 411- claw adjustment holes, 412- second hold out against fastener, the first claws of 2-, 43-
Second claw, 44- connecting plates, 441- hinge holes, 5- girder steels, 6- floor support plates, 7- draw pieces, 8- external members, 9- struts.
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 Figure 1, 2, a kind of floor support plate temporary support structure, 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 bracing element respectively, and 2 other end of the bracing element is hinged with girder steel connector 4, girder steel connection
Part 4 is detachably connected with 5 lower wing plate of girder steel.The engaging lug 11 is located at 1 both sides of support connector and is symmetrical arranged or staggeredly sets
It sets so that bracing element 2 is located at 1 both sides of support connector and tilts upward the cooperation support support connector 1, and then the support
Connector side offsets with floor support plate bottom, plays a supporting role to floor support plate.
The present embodiment by two girder steel connectors 4 respectively with the H profile steel beam of steel bar girder two sides position or I-shaped
Girder steel or the connection of other girder steels 6.Girder steel connector 4 is hinged with 2 one end of bracing element respectively, two bracing elements, 2 other end respectively with
The engaging lug 11 being arranged on support connector 1 is hinged, therefore support connector 1 is propped up and kept certain height by two bracing elements 2, into
And it is that support connector 1 reduces curved under floor support plate or makes floor support plate arch upward to provide active force.
As shown in Figure 1, further include draw piece 7,7 both ends of the draw piece respectively be connected to the two of same support connector 1 tiltedly
Support member 2 connects, and the draw piece 7 connect to form triangular structure with two bracing elements 2.Further preferably, institute as shown in Figure 2
The first articulated section 21 and the second hinged articulated section 22 of girder steel connector 4 that bracing element 2 includes hinged with support connector 1 are stated,
7 both ends of the draw piece are commonly connected to the second articulated section 22 on corresponding girder steel connector 4 respectively.The pull rod 7 and two connects
The bracing element 2 for being connected on 1 both sides of same support connector forms the triangular structure with stability, the top support connection of triangle
Part 1 is supported on 6 downside of floor support plate, and two corner end of triangle is connected to by girder steel connector 4 on girder steel.The draw piece 7 is wood
Matter rod piece, adjustable in length steel pipe component or steel wire rope etc. can bear the object under tension of pulling force, two be connected to it is same
The bracing element 2 of 1 both sides of support connector is under pressure, and the girder steel connector 4 is by active force straight down, girder steel connection
Part 4 to girder steel straight down greatly reduce torque of the existing temporary support to girder steel.
As shown in Figure 8,9, the structural member 12 is pipe fitting, and both ends or one end are equipped with end connection, the end connection
Part enables two adjacent 12 quick dismantling connections of structural member.End connection includes that 12 one or both ends of the structural member are set
It is equipped with screwed fixed column 151 and second end connecting plate 15, a structural member 12 passes through second with another structural member 12
Connecting plate 15 and fixed column 151 is held to be connected, the fixed column can be to weld or be threaded in 12 end of structural member,
Second end connecting plate 15 is equipped with slot hole, fixing across the second end connecting plate 15 on 12 end the same face of adjacent bonds component
So that adjacent bonds component 12 connects, adjacent knot is made with screw-thread fit fastening second end connecting plate 15 is fixed by nut piece
Component 12 is fixedly connected.Between 12 end of structure of the invention part that the connection type of certain existing pipe fitting end can be used
Connection.The engaging lug 11 that 12 both sides of the structural member are welded to connect in pairs on same cross section, tying by the engaging lug 11
Interval is arranged on 12 length direction of component and each pair of engaging lug 11 has angle with two bracing elements 2 being hinged.
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 bracing element 2 is rod piece or pipe fitting, includes and hinged the first articulated section 21 and girder steel of support connector 1
The second hinged articulated section 22 of connector 4.
In some embodiments, the bracing element 2 is scalable component, further includes middle part regulating part 23, first hinge
Socket part 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
With the threaded rod screw-thread fit of the second articulated section 22, when rotating middle part regulating part 23, bracing element 2 can be made to extend or shorten.Institute
It states 23 outside of middle part regulating part and is welded with semi-circular handle 231, middle part regulating part 23 is facilitated to rotate.
In some embodiments, 2 retractable structure having the same of the draw piece 7 and bracing element, it is certainly, described scalable
Structure can also adjust draw piece 7 by the scalable cooperation between pin joint, screw-thread fit nut piece and tightening latch between rod piece etc.
With the length of bracing element 2, satisfy the use demand.
As shown in Fig. 3,4,5, the girder steel connector 4 includes the first claw 42 and the second claw 43, first claw
42 and 43 pawl mouth of the second claw it is opposite and be connected to H profile steel lower wing plate both sides, first claw 42 connects with the welding of fixed plate 41
It connects, 411 fastener of claw adjustment hole that the second claw 43 offers long row with 41 one end of fixed plate is connect, claw adjustment hole 411
It can make to be adjusted up girder steel is horizontal across its fastener, therefore the relative distance of second claw, 43 and first claw 42 is logical
It crosses 41 claw adjustment hole of fixed plate and adjusts 411 adjustings, to adapt to the lower wing plate of different in width, and easy disassembly.The fixation
Plate 41 is equipped with threaded hole, and the second threaded hole screw-thread fit for holding out against fastener 412 and fixed plate 41 withstands on H profile steel bottom so that
Girder steel connector 4 is fixed with H profile steel position.41 downside of the fixed plate is welded with vertically extending connecting plate 44, the connection
Plate 44 is vertically equipped at intervals with several hinge holes 441.The connecting plate 44 is that two pieces of riser intervals are oppositely arranged, and centre, which is equipped with, to be convenient for
The gap that first articulated section 21 is inserted into.
Embodiment 2
The present embodiment difference from Example 1 is：
As shown in Figure 10, the structural member 12 is square tube or pipe, and the structural member 12 is socketed on supporting linkage 14.
Several structural members 12 are connected by supporting linkage 14 on the steel structure girder of one standard width of a room in an old-style house so that temporary support in the longitudinal direction can
It keeps stablizing.The structural member 12 is equipped with threaded hole, and first holds out against fastener 122 coordinates with threaded hole, and first holds out against fastening
Part 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 relatively fixed.
As shown in Figure 6,7, the first claw 42 that girder steel connector 4 is arranged can be arranged similarly to be tied with the second claw 43
Structure, fixed bottom plate 41 are symmetrically arranged with claw adjustment hole 411 so that the second claw 43 can equally be moved so that opposing fixed plate 41 is opposite
It is dynamic.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
As shown in Figure 11,12,13, the present embodiment difference from Example 1 is, 1 top of the support connector is equipped with branch
Support member 3, the support element 3 include fixed link 31 and Telescopic support top rod 32.The fixed link 31 is that pipe fitting one end is welded with
Fixed rod seat 312, the fixed rod seat 312 are fixedly connected with 121 fastener of connecting seat welded on structural member 12, the fixation
31 other end of bar 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, in external thread length
It is equipped in range and adjusts slot hole 311, nut piece 33 and 31 end of thread screw-thread fit of fixed link.The setting of the interval of the supporting post-rod 32
There are location hole 321,32 part of the supporting post-rod to be 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.
Including strut 9,9 one end of the strut is connect with the girder steel connector 44, and the other end is connect with support element 3.
Claims (10)
1. a kind of floor support plate temporary support structure, including the girder steel connector that can be connect with girder steel（4）, which is characterized in that also wrap
Include bracing element（2）With support connector（1）, the support connector（1）At least with two bracing elements（2）It is hinged, it is each
The bracing element（2）Respectively with a girder steel connector（4）It is hinged, the bracing element（2）Tilt upward cooperation support side with
The support connector that floor support plate bottom contradicts（1）.
2. floor support plate temporary support structure according to claim 1, which is characterized in that including draw piece（7）, the draw piece
（7）Both ends respectively be connected to same support connector（1）Two bracing elements（2）Connection, the draw piece（7）With two bracing elements
（2）Connection forms triangular structure.
3. floor support plate temporary support structure according to claim 2, which is characterized in that the bracing element（2）Including with branch
Support connector（1）The first hinged articulated section（21）And girder steel connector（4）The second hinged articulated section（22）, the draw piece
（7）Both ends respectively with the second articulated section（22）It is commonly connected to corresponding girder steel connector（4）On.
4. floor support plate temporary support structure 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.
5. floor support plate temporary support structure according to claim 4, 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, which runs through, is equipped with claw adjustment hole（411）Fixed plate（41）With the second claw（43）Connection, described the
Two claws（43）With fixed plate（41）Relative position is adjustable.
6. floor support plate temporary support structure according to claim 4 or 5, 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.
7. floor support plate temporary support structure according to claim 3, which is characterized in that the bracing element（2）Including 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 connection screw thread bar portion（201）, rotation middle part regulating part（23）
Make the bracing element（2）Elongation is shortened.
8. floor support plate temporary support structure according to claim 1, which is characterized in that the support connector（1）Including
Structural member（12）, the structural member（12）It is equipped with and bracing element（2）Hinged engaging lug（11）, the structural member（12）End is set
Have and adjacent bonds component（12）The end connection being detachably connected.
9. floor support plate temporary support structure according to claim 1, which is characterized in that the support connector（1）Including
Equipped with engaging lug（11）Structural member（12）With with structural member（12）The supporting linkage of connection（14）, each support connection
Bar（14）It can be with multiple structural members（12）Connection, the supporting linkage（14）It is against on the downside of floor support plate, the structural member
（12）It is equipped with threaded hole, first holds out against fastener（122）Supporting linkage is withstood on threaded hole cooperation（14）Outside.
10. floor support plate temporary support structure according to claim 1, which is characterized in that the support connector（1）It is equipped with
Support element（3）, the supporting rod（3）One end is equipped with support rail（34）, the support rail（34）It contradicts on the downside of floor support plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810821195.4A CN108643560A (en) | 2018-07-24 | 2018-07-24 | A kind of floor support plate temporary support structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810821195.4A CN108643560A (en) | 2018-07-24 | 2018-07-24 | A kind of floor support plate temporary support structure |
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| CN108643560A true CN108643560A (en) | 2018-10-12 |
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| CN201810821195.4A Pending CN108643560A (en) | 2018-07-24 | 2018-07-24 | A kind of floor support plate temporary support structure |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110805271A (en) * | 2019-11-27 | 2020-02-18 | 河南城建学院 | Prestressed type template system for laminated floor slab construction |
| 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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| CN110805271A (en) * | 2019-11-27 | 2020-02-18 | 河南城建学院 | Prestressed type template system for laminated floor slab construction |
| CN110805271B (en) * | 2019-11-27 | 2021-07-13 | 河南城建学院 | Prestressed type template system for laminated floor slab construction |
| 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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