CN108643561B - Building carrier plate draws bearing structure to one side - Google Patents
Building carrier plate draws bearing structure to one side Download PDFInfo
- Publication number
- CN108643561B CN108643561B CN201810821938.8A CN201810821938A CN108643561B CN 108643561 B CN108643561 B CN 108643561B CN 201810821938 A CN201810821938 A CN 201810821938A CN 108643561 B CN108643561 B CN 108643561B
- Authority
- CN
- China
- Prior art keywords
- support
- plate
- piece
- rod
- hinged
- 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.)
- Active
Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 75
- 239000010959 steel Substances 0.000 claims abstract description 75
- 210000000078 claw Anatomy 0.000 claims description 39
- 230000000149 penetrating effect Effects 0.000 claims description 3
- 238000003466 welding Methods 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 8
- 238000009435 building construction Methods 0.000 abstract description 2
- 239000000725 suspension Substances 0.000 description 6
- 238000009434 installation Methods 0.000 description 3
- 238000005452 bending Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- XDDAORKBJWWYJS-UHFFFAOYSA-N glyphosate Chemical compound OC(=O)CNCP(O)(O)=O XDDAORKBJWWYJS-UHFFFAOYSA-N 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000000034 method 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
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/60—Planning or developing urban green infrastructure
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention relates to the field of building construction support, in particular to a building carrier plate diagonal bracing support structure which comprises steel beam connecting pieces, pull rods, support connecting pieces and support pieces, wherein the steel beam connecting pieces can be connected with steel beams, one ends of the pull rods are hinged, the other ends of the pull rods are hinged with the support connecting pieces, at least two pull rods are hinged with the support connecting pieces, and the support pieces connected with the support connecting pieces support the bottom of the building carrier plate. Through connect respectively at the girder steel connecting piece and the one end of two girder steel articulated with girder steel connecting piece, the other end is with supporting the articulated pull rod of connecting piece for two girder steel connecting pieces and supporting the connecting piece and be triangle-shaped and distribute, stable in structure provides effort for the support piece of being connected with supporting the connecting piece, make support piece one end support the building carrier plate between two girder steel, it can realize the quick support of building carrier plate between the steel construction, the arch rise of arbitrary adjustment floor, and do not receive the influence simple to operate of lower floor's plate.
Description
Technical Field
The invention relates to the field of building construction support, in particular to a diagonal support structure of a floor carrier plate.
Background
In recent years, with the deep application of steel structures in the field of construction and the increase of environmental awareness, a detachable self-supporting floor support plate is generally paved between the existing steel structure beams. Realize template reuse through the detachable combination of reinforcing bar rack and template, reinforcing bar truss tip and steel construction roof beam welded connection make detachable self-supporting building carrier plate can realize that certain span need not to support simultaneously, the use of scaffold frame when reducing horizontal structure construction. However, when the span is larger or the floor slab is poured thicker, the middle part of the floor support plate needs to be additionally supported, and some floor supports need to be supported for arching according to the design requirement or when the span exceeds 4 meters. The existing support floor carrier plate supported by the scaffold is troublesome, and the floor slab poured on the lower layer needs to be maintained until the floor slab has certain strength, so that the building can be built, and the construction efficiency is seriously influenced. Chinese patent publication CN104674992A discloses a method for supporting a suspended steel bar truss floor support plate and a structure thereof, wherein a suspension rod is pulled by a suspension component hung and buckled on a lower wing plate of an upper H-shaped steel beam, and the suspension rod is connected with a supporting piece to support the steel bar truss floor support plate. Although the mode of using the suspension to support can replace the scaffold frame, use in a flexible way, suspension type steel bar truss building carrier plate bearing structure has the following problems: the suspender is poured in the concrete to form consumption, which wastes resources; the hanging type supporting structure is inconvenient to install and detach, unstable in structure and easy to shake. Chinese patent CN205531315U discloses a detachable steel bar truss floor support system, which supports the floor support plate connected with the upper flange of the steel beam through truss supports with both ends supported on the lower flange of the steel beam. Truss support can solve the problem that part suspension type bearing structure exists, but has following problem in the use:
1. The truss support has poor adaptability, the same truss support cannot meet the support of the floor bearing plates with different spans, and when the span of the floor bearing plates is large, the truss support cannot bear the weight of the truss support and even deform to fail;
2. The truss support can not adjust the arch forming amount of the floor support plate at will, so that the truss support is inconvenient to use;
3. Truss support is of great weight and inconvenient for field installation and construction.
Disclosure of Invention
The invention provides a diagonal bracing structure of a floor support plate, which can realize rapid support of the floor support plate between steel structures, can randomly adjust the arch rise of a floor slab, and is not influenced by a lower floor slab and convenient to install.
The diagonal bracing support structure of the floor support plate is characterized by further comprising a pull rod, a support connecting piece and a support piece, wherein the pull rod is hinged with at least two pull rods, each pull rod is hinged with one steel beam connecting piece respectively, and the pull rod is matched with the diagonal bracing support connecting piece to enable the support piece connected with the support connecting piece to support the bottom of the floor support plate.
Further, the steel beam connecting piece comprises a fixing plate, wherein the fixing plate is provided with a first claw part and a second claw part, and the first claw part and the second claw part are oppositely arranged and can be clamped at two sides of the steel beam wing plate.
Further, the first claw part is welded with the fixed plate or is an integral piece or is fastened and connected with a fastener through a claw adjusting hole formed in the penetrating fixed plate, the fastener penetrates through a claw adjusting hole formed in the fixed plate to be connected with the second claw part, and the relative position of the second claw part and the fixed plate is adjustable.
Further, the fixed plate is provided with a threaded hole matched with the second tightening fixing piece, one side of the fixed plate is provided with a connecting plate, the connecting plate is provided with a hinge hole, and the rod piece penetrates through the hinge hole to enable the connecting plate to be hinged with the second hinge part.
Further, the pull rod comprises a first hinge part hinged with the support connecting piece, a second hinge part hinged with the steel beam connecting piece and a middle adjusting piece connected with the first hinge part and the second hinge part, the end part of the middle adjusting piece is provided with internal threads, one ends of the first hinge part and the second hinge part are respectively provided with a threaded rod part in threaded fit connection with the middle adjusting piece, and the pull rod is lengthened or shortened by rotating the middle adjusting piece.
Further, the support connecting piece comprises structural members, connecting lugs hinged with the pull rods are respectively arranged on two sides of the structural members, and end connecting pieces detachably connected with the adjacent structural members are arranged at the end parts of the structural members.
Further, the end connecting piece comprises a first connecting plate fixedly connected with the end part of the structural member, the first connecting plate is provided with a through hole, the first connecting plate is fixedly connected between adjacent structural members through a fastener, or the end connection comprises a threaded fixing column and a second end connecting plate which are fixedly connected with one end or two ends of the structural member, and the second end connecting plate is connected with the fixing column of the adjacent structural member.
Further, the support connecting piece includes the structure, the structure both sides are equipped with respectively with pull rod articulated engaging lug, the structure is square pipe or pipe, and one or more the structure cup joints at the support connecting rod, be equipped with the screw hole on the structure, first top is tightly fixed ware and screw hole cooperation top in the support connecting rod outside.
Further, including first vaulting pole, first vaulting pole one end with girder steel connecting piece is connected, and its other end is connected with support piece, avoids support piece to topple over to girder steel connecting piece side.
Further, the steel beam connecting device comprises a second supporting rod, two ends of the second supporting rod are respectively connected with steel beam connecting pieces connected to different steel beams, and the middle of the second supporting rod is provided with a sleeve piece sleeved on the supporting piece.
Compared with the prior art, the invention has the following beneficial effects:
1. The two steel beam connectors and the support connecting piece are distributed in a triangle shape through the steel beam connecting piece and the pull rod, one end of the pull rod is hinged with the steel beam connecting piece, and the other end of the pull rod is hinged with the support connecting piece, so that the structure is stable, acting force can be stably provided for the support piece connected with the support connecting piece, one end of the support piece supports the floor support plate between the two steel beams, the rapid support of the floor support plate between steel structures can be realized, the arch rise of a floor slab is adjusted at will, and the installation is convenient without being influenced by the floor plate at the lower layer;
2. Furthermore, the telescopic pull rod, the supporting piece and the steel beam connecting piece which can be quickly assembled and disassembled are arranged, so that the telescopic pull rod and the supporting piece can adapt to steel beams with different structures and spans, the supporting height of the floor support plate can be quickly adjusted, the construction of a lower floor is not influenced, and the construction progress can be greatly increased; according to the invention, the plurality of supporting pieces can share one structural piece and a pair of pull rods, so that the installation is convenient and quick, the material characteristics are fully utilized, the use of materials is reduced, the self weight is light, the cost is low, and the supporting system is safer and more stable due to the connection between the structural pieces;
3. according to the invention, the first stay bar and the second stay bar are arranged, so that the support piece is prevented from toppling towards the side of the steel beam connecting piece, the support piece is supported safely and stably, and meanwhile, if the first stay bar is symmetrically connected with the steel connecting piece connected with the adjacent steel beam or is arranged in a mode like the second stay bar, the horizontal stress condition of the connecting plate can be adjusted, so that the connecting plate is only or mostly subjected to downward acting force, and the failure caused by large bending moment is avoided.
Drawings
FIG. 1 is a schematic view of a diagonal support structure of a floor deck of embodiment 1;
FIG. 2 is a schematic view of a steel beam connector according to embodiment 1;
FIG. 3 is a schematic view of a structure of a fixing plate according to embodiment 1;
FIG. 4 is a schematic cross-sectional view of a steel beam connection of example 1;
FIG. 5 is a schematic view of a supporting connection member according to embodiment 1;
FIG. 6 is a schematic view of a supporting connection member according to embodiment 1;
FIG. 7 is a schematic view of the support structure of embodiment 1;
FIG. 8 is a top view of the mounting bar and mounting bar support of example 1;
FIG. 9 is a schematic view of a steel beam connector according to embodiment 2;
FIG. 10 is a schematic view of a structure of a fixing plate according to embodiment 2;
FIG. 11 is a schematic view of a structure of a fixing plate according to embodiment 2;
FIG. 12 is a schematic view showing the structure of a supporting connection member according to embodiment 2;
FIG. 13 is a schematic view of a diagonal support structure of a floor deck with first braces;
Fig. 14 is a schematic view of a diagonal support structure of a floor support plate with second braces.
In the figure: 1-supporting connection piece, 11-connection lug, 12-structural piece, 121-connection seat, 122-first top fastening piece, 13-first end connection piece, 14-supporting connection rod, 15-second end connection piece, 151-fixing column, 2-pull rod, 21-first hinge part, 22-second hinge part, 201-threaded rod part, 23-middle adjustment piece, 231-handle, 3-support piece, 31-fixing rod, 311-adjusting long hole, 312-fixing rod seat, 32-supporting ejector rod, 321-positioning hole, 322-ejector seat, 33-adjusting nut, 34-supporting cross rod, 35-telescopic supporting rod, 4-steel beam connection piece, 41-fixing plate, 411-claw adjusting hole, 412-second top fastening piece, 2-first claw, 43-second claw, 44-connection plate, 441-hinge hole, 5-steel beam, 6-building support plate, 71-first support rod, 72-second support rod, 8-sleeve piece.
Description of the embodiments
Embodiments of the present invention are described in detail below, examples of which are illustrated in the accompanying drawings, wherein like or similar reference numerals refer to like or similar elements or elements having like or similar functions throughout. The embodiments described below are exemplary only for explaining the present invention and are not construed as limiting the present invention by referring to the drawings.
The invention will now be described in detail with reference to the drawings and the accompanying specific examples.
Examples
As shown in fig. 1-7, a floor support plate diagonal support structure comprises: the support connecting piece 1, the support connecting piece 1 includes structure 12, structure 12 both sides symmetry are provided with engaging lug 11, its upper end fastener or welded connection have support 3. The connecting lugs 11 are respectively hinged with one end of the pull rod 2, the other end of the pull rod 2 is hinged with the steel beam connecting piece 4, and the steel beam connecting piece 4 is detachably connected with the lower wing plate of the steel beam 5. The upper end of the supporting piece 3 is fixedly provided with a top seat 322, the top seat 322 is abutted against one side of the supporting cross rod 34, and the supporting cross rod 34 is transversely supported on the lower side of the floor support plate 6. In this embodiment, the two steel beam connectors 4 are respectively connected with the H-shaped steel beams or the i-shaped steel beams or other steel beams 5 at two side edges of the steel bar truss. The girder steel connecting piece 4 is articulated with pull rod 2 one end respectively, and two pull rod 2 other ends are articulated with the engaging lug 11 that sets up on supporting connecting piece 1 respectively, consequently two pull rods 2 hold supporting connecting piece 1 to hold the altitude, and then provide effort for the support piece that sets up on the supporting connecting piece 1 for the support piece withstands and supports horizontal pole 34 and reduces the kickdown of building deck or makes the building deck arch.
The structural members 12 are tubular members having end connectors at either or both ends that enable quick removal of two adjacent structural members 12.
The end connecting piece includes structure 12 one end or both ends are provided with threaded fixed column 151 and second end connecting plate 15, a structure 12 passes through second end connecting plate 15 and fixed column 151 cooperation with another structure 12 and is connected, the fixed column can be welding or threaded connection at structure 12 tip, is equipped with the slot hole on the second end connecting plate 15, and adjacent structure 12 tip is fixed on the same face and is passed second end connecting plate 15 and make adjacent structure 12 connection, through nut spare and fixed screw-thread fit fastening second end connecting plate 15 make adjacent structure 12 fixed connection. . Of course, existing manners of joining the ends of the tubes may be used to join the ends of the structural members 12 of the present invention. The connecting lugs 11 welded and connected in pairs on the two sides of the structural member 12 are arranged on the same cross section, the connecting lugs 11 are arranged at intervals in the length direction of the structural member 12, and each pair of connecting lugs 11 forms an included angle with the two pull rods 2 hinged with each other.
In some embodiments, the end connector is that one end or two ends of the structural member 12 are provided with a first connecting plate 13 instead of the second connecting plate 15, the first connecting plate 13 is welded at the end of the structural member 12, the periphery is provided with a through hole, and the adjacently arranged first connecting plates 13 are fixedly connected through a fastener nut.
The support 3 comprises a fixed rod 31 and a telescopic support ram 32. The fixing rod 31 is a pipe with one end welded with a fixing rod seat 312, the fixing rod seat 312 is fixedly connected with a connecting seat 121 fastener welded on the structural member 12, and the other end of the fixing rod 31 is provided with an internal thread and is in threaded fit connection with the supporting ejector rod 32 with one end provided with an external thread, so that the position of the supporting ejector rod 32 and the fixing rod 31 can be adjusted. Of course, in some embodiments, the end of the fixing rod 31 is provided with an external thread, and the adjusting slot 311 is provided within the length of the external thread, and the nut member 33 is in threaded engagement with the threaded end of the fixing rod 31. The supporting ejector rods 32 are provided with positioning holes 321 at intervals, and a part of the supporting ejector rods 32 is sleeved in the fixing rods 31. The pin or rod member penetrates through the adjusting long hole 311 and the positioning hole 321, and two ends of the pin or rod member are supported on the upper side of the nut member 33, so that the nut member 33 can be adjusted to enable the fixing rod 31 and the supporting mandril 32 to move relatively, and the length of the supporting member 3 can be adjusted to adapt to the supporting requirement.
The pull rod 2 is a rod or a pipe fitting and comprises a first hinging part 21 hinged with the support connecting piece 1 and a second hinging part 22 hinged with the steel beam connecting piece 4.
In some embodiments, the pull rod 2 is a telescopic member, and further includes a middle adjusting member 23, and threaded rods are respectively disposed at one side of the first hinge portion 21 and one side of the second hinge portion 22. The two ends of the middle adjusting piece 23 are respectively in threaded fit with the threaded rods of the first hinging part 21 and the second hinging part 22, and when the middle adjusting piece 23 is rotated, the pull rod 2 can be lengthened or shortened. The outer side of the middle adjusting piece 23 is welded with a semi-annular handle 231, so that the middle adjusting piece 23 can rotate conveniently.
Of course, in some embodiments, the length of the support member 3 and the pull rod 2 may be adjusted by a pin joint between rod members, a telescopic fit between a screw-fit nut member and a bolt, or the like, to meet the use requirement.
The steel beam connecting piece 4 comprises a first claw portion 42 and a second claw portion 43, claw openings of the first claw portion 42 and the second claw portion 43 are opposite and clamped on two sides of a lower wing plate of the H-shaped steel, the first claw portion 42 is connected with the fixing plate 41 in a welded mode, a long-row claw adjusting hole 411 is formed in one end of the second claw portion 43 and is connected with a fastener at one end of the fixing plate 41 in a fastening mode, the fastener penetrating through the claw adjusting hole 411 can be adjusted in the transverse direction of the steel beam, and therefore the relative distance between the second claw portion 43 and the first claw portion 42 is adjusted through the fixing plate 41 and the claw adjusting hole 411 to adapt to lower wing plates with different widths, and disassembly and assembly are convenient. The fixing plate 41 is provided with a threaded hole, and the second jacking fixing piece 412 is in threaded fit with the threaded hole of the fixing plate 41 to prop against the bottom of the H-shaped steel, so that the steel beam connecting piece 4 and the H-shaped steel are fixed in position. The lower side of the fixing plate 41 is welded with a vertically extending connecting plate 44, and a plurality of hinge holes 441 are vertically formed in the connecting plate 44 at intervals. The connecting plate 44 is formed by oppositely arranging two vertical plates at intervals, and a gap for facilitating the insertion of the first hinge part 21 is arranged in the middle.
Examples
This embodiment differs from embodiment 1 in that:
In order to keep the force balance, as shown in fig. 13, the connecting plate 44 is hinged or fastened to one end of the first supporting rod 71, the other end of the first supporting rod 71 is hinged or fastened to the supporting member 3, and the first supporting rod 71 is a telescopic rod, so that the supporting member 3 can be pulled or supported, and the supporting member 3 is not easy to fall when standing upright.
As shown in fig. 12, the structural member 12 is a square tube or a round tube, and the structural member 12 is sleeved on the support connecting rod 14. The structural members 12 are connected by support links 14 on an open steel structural beam so that the temporary support can remain stable in the longitudinal direction. The structural member 12 is provided with a threaded hole, the first jacking fixing piece 122 is matched with the threaded hole, and the first jacking fixing piece 122 jacks the outer side of the support connecting rod 14 sleeved on the structural member 12, so that the structural member 12 and the support connecting rod 14 are relatively fixed.
As shown in fig. 11, the support 3 includes a fixing rod 31, a telescopic support rod 35, and a support ram 32. The fixed rod 31 with the support ejector rod 32 is equipped with the external screw thread respectively, flexible bracing piece 35 both ends are equipped with the internal screw thread, flexible bracing piece 35 respectively with fixed rod 31 and support ejector rod 32 screw thread fit connection, rotate flexible bracing piece 35 and make fixed rod 31 and support ejector rod 32 remove the telescopic action that thereby reaches scalable support piece relative flexible bracing piece 35.
As shown in fig. 9 and 10, the first claw portion 42 of the steel beam connecting member 4 may be provided with the same structure as the second claw portion 43, and the fixing plate 41 is symmetrically provided with claw adjusting holes 411 so that the second claw portion 43 can also relatively move with respect to the fixing plate 41. The lower wing plates with different widths are clamped by adjusting the relative distance between the second claw parts 43 and the first claw parts 42 and the steel beam connecting piece 4.
Examples
The present embodiment is different from the above embodiment in that:
As shown in fig. 14, the connection plates 44 connected to the steel beam connectors (4) connected to different steel beams are respectively connected to the second stay bars 72, and the connection plates 44 are subjected to the horizontal force of the second stay bars 72 to offset the component force in the horizontal direction, so that the connection plates 44 are mainly subjected to downward tension, thereby greatly reducing the possibility of bending deformation and improving the structural stability. And meanwhile, when the second stay bar 72 and the supporting piece 3 are in the same section, the middle part of the second stay bar is provided with a sleeve piece 8, and the sleeve piece 8 is sleeved on the supporting piece 3 for fixed connection. The connection between the second stay 72 and the sleeve member 8 may be in various forms such as hinge connection, welding connection, fastening connection, etc., of course, the sleeve member 8 may be tubular, circular, semi-circular, etc.
In some embodiments, the sleeve member 8 is sleeved on the supporting member 3 and fixed to the supporting member 3 by a fastener or a pin, and the second supporting rod 72 is a telescopic rod member, so that the included angle between the two pulling rods 2 connected on the same supporting connecting member 1 can be adjusted in different spans, the length of the second supporting rod 72 can be adjusted, the extension length of the supporting member 3 can be adjusted, and the position of the sleeve member 8 on the supporting member can be adjusted. The invention can be arranged in spans among different steel beams, and has convenient adjustment and stable structure.
Claims (8)
1. The utility model provides a building carrier plate draws bearing structure to one side, includes girder steel connecting piece (4) that can be connected with the girder steel, its characterized in that, girder steel connecting piece (4) include fixed plate (41), and fixed plate (41) are equipped with first claw (42), first claw (42) can block in girder steel pterygoid lamina one side, and fixed plate (41) one side welding has connecting plate (44) of vertical extension; the support device comprises a support connecting piece (1) and a plurality of support plates, and is characterized by further comprising pull rods (2), support connecting pieces (1) and support pieces (3), wherein each pull rod (2) comprises a first hinging part (21) hinged with the corresponding support connecting piece (1) and a second hinging part (22) hinged with the corresponding steel beam connecting piece (4), one support connecting piece (1) is at least hinged with two pull rods (2), the second hinging parts (22) of each pull rod (2) are respectively hinged with a connecting plate (44), and the pull rods (2) are matched with the corresponding cable-stayed support connecting pieces (1) to enable the support pieces (3) connected with the corresponding support connecting pieces (1) to support the bottoms of the bearing plates of the building;
A plurality of hinge holes (441) are formed in the connecting plate (44) at vertical intervals, gaps are formed in the connecting plate (44) in a mode that two vertical plates are arranged at intervals oppositely, and rod pieces penetrate through the hinge holes (441) to enable the connecting plate (44) to be hinged with a first hinge part (21) inserted into the gaps;
the steel beam connecting device comprises a second stay bar (72), wherein two ends of the second stay bar (72) are respectively connected with the connecting plates (44) of steel beam connecting pieces (4) connected to different steel beams, and the second stay bar (72) is provided with a sleeve (8) sleeved on a supporting piece (3);
The pull rod (2) comprises a middle adjusting piece (23) for connecting the first hinge part (21) and the second hinge part (22), and the pull rod (2) is lengthened or shortened through the adjusting piece (23).
2. The floor support plate diagonal bracing structure according to claim 1, wherein the fixing plate (41) is provided with a second claw portion (43), and the first claw portion (42) and the second claw portion (43) are oppositely arranged and can be clamped at two sides of the steel beam wing plate.
3. The diagonal bracing structure for floor support plates according to claim 2, wherein the first claw portion (42) is welded with the fixing plate (41) or is an integral piece or is fastened and connected through a fastener penetrating through a claw adjusting hole (411) formed in the fixing plate (41), the fastener penetrates through the claw adjusting hole (411) to connect the fixing plate (41) and the second claw portion (43), and the relative position of the second claw portion (43) and the fixing plate (41) is adjustable.
4. A floor panel diagonal bracing structure according to claim 2 or 3, wherein the fixing plate (41) is provided with threaded holes for cooperation with the second roof tightening fasteners (412).
5. The floor support plate diagonal bracing structure according to claim 1, wherein the end of the middle adjusting member (23) is provided with an internal thread, one end of the first hinge portion (21) and one end of the second hinge portion (22) are respectively provided with a threaded rod portion (201) in threaded fit with the middle adjusting member (23), and the middle adjusting member (23) is rotated to extend or shorten the pull rod (2).
6. The floor support plate diagonal bracing structure according to claim 1, wherein the bracing connecting member (1) comprises structural members (12), connecting lugs (11) hinged with the pull rods (2) are respectively arranged on two sides of the structural members (12), and end connecting members detachably connected with adjacent structural members (12) are arranged at the ends of the structural members (12).
7. The floor support plate cable-stayed supporting structure according to claim 6, wherein the end connection piece comprises a first connection plate (13) fixedly connected with the end part of the structural member (12), the first connection plate (13) is provided with a through hole, the first connection plate (13) is fixedly connected between the adjacent structural members (12) through a fastener, or the end connection comprises a threaded fixing column (151) fixedly connected with one end or two ends of the structural member (12) and a second end connection plate (15), and the second end connection plate (15) is connected with the fixing column (151) of the adjacent structural member (12).
8. The building carrier plate draws bearing structure to one side according to claim 1, characterized in that, support connecting piece (1) includes structure (12), structure (12) both sides are equipped with respectively with pull rod (2) articulated engaging lug (11), structure (12) are square pipe or pipe, and one or more structure (12) cup joint at support connecting rod (14), be equipped with the screw hole on structure (12), first top is tightly fixed (122) and screw hole cooperation top in support connecting rod (14) outside.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810821938.8A CN108643561B (en) | 2018-07-24 | 2018-07-24 | Building carrier plate draws bearing structure to one side |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810821938.8A CN108643561B (en) | 2018-07-24 | 2018-07-24 | Building carrier plate draws bearing structure to one side |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108643561A CN108643561A (en) | 2018-10-12 |
| CN108643561B true CN108643561B (en) | 2024-09-06 |
Family
ID=63760300
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810821938.8A Active CN108643561B (en) | 2018-07-24 | 2018-07-24 | Building carrier plate draws bearing structure to one side |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108643561B (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202689187U (en) * | 2012-05-28 | 2013-01-23 | 中建钢构有限公司 | Special fixture used in installation of pull-down safety net |
| CN107178203A (en) * | 2017-06-29 | 2017-09-19 | 中铁十六局集团城市建设发展有限公司 | A kind of planar dimension and adjustable for height operating platform |
| CN207553651U (en) * | 2017-11-15 | 2018-06-29 | 中建科技成都有限公司 | A kind of support device for the composite beam construction stage |
| 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 |
Family Cites Families (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB191106250A (en) * | 1911-03-13 | 1912-03-13 | Otto Arndt | Improvements in Scaffolding for use in Making and Finishing Ceilings. |
| JPH11293917A (en) * | 1998-04-10 | 1999-10-26 | Akio Komaji | Wall form support member, insert supporting wall form, and fitting tool for support member |
| US20100005736A1 (en) * | 2008-07-09 | 2010-01-14 | Nucor Corporation | Method of concrete building construction and adjustable brace system therefor |
| CN202658883U (en) * | 2012-04-20 | 2013-01-09 | 杭州恒达钢构股份有限公司 | Space grid template supporting system |
| CN103953189A (en) * | 2014-04-02 | 2014-07-30 | 杨众 | Overlapped type floor slab template supporting frame |
| CN204983722U (en) * | 2015-06-30 | 2016-01-20 | 甘肃第四建设集团有限责任公司 | Steel structural member consolidates interim spelling positioner |
| CN205444976U (en) * | 2015-12-24 | 2016-08-10 | 文登蓝岛建筑工程有限公司 | Floor board bearing structure |
| CN206396898U (en) * | 2016-12-30 | 2017-08-11 | 安徽马钢工程技术集团有限公司 | A kind of beam column of steel structure installs connector |
| CN207078915U (en) * | 2017-07-04 | 2018-03-09 | 中国能源建设集团天津电力建设有限公司 | A kind of medium and small steel beam lifting special hanger |
-
2018
- 2018-07-24 CN CN201810821938.8A patent/CN108643561B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202689187U (en) * | 2012-05-28 | 2013-01-23 | 中建钢构有限公司 | Special fixture used in installation of pull-down safety net |
| CN107178203A (en) * | 2017-06-29 | 2017-09-19 | 中铁十六局集团城市建设发展有限公司 | A kind of planar dimension and adjustable for height operating platform |
| CN207553651U (en) * | 2017-11-15 | 2018-06-29 | 中建科技成都有限公司 | A kind of support device for the composite beam construction stage |
| 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 |
Also Published As
| Publication number | Publication date |
|---|---|
| CN108643561A (en) | 2018-10-12 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US10570630B2 (en) | Suspended scaffolding structure and connector therefor | |
| CN215803108U (en) | Attached beam type hanging basket | |
| CN109138431B (en) | Super high-rise pump pipe bridge crossing device and construction method thereof | |
| CN211817850U (en) | Overhanging scaffold support and disc buckle type overhanging scaffold | |
| CN110552494A (en) | Triangular overhanging scaffold base and two combined bases thereof | |
| CN217028088U (en) | Cantilever tripod template support | |
| CN108643561B (en) | Building carrier plate draws bearing structure to one side | |
| CN208996443U (en) | A kind of floor support plate temporary support structure | |
| CN108643560A (en) | A kind of floor support plate temporary support structure | |
| CN204370797U (en) | A kind of concrete floor slab construction plate device and supporting component thereof | |
| CN215055546U (en) | Independent support system for assembly type building construction | |
| CN115199085A (en) | Square column pier structure attached to crawling ladder and construction method of square column pier structure | |
| CN208749088U (en) | A kind of floor support plate oblique pull support construction | |
| CN210767926U (en) | Safety protection platform | |
| KR101230011B1 (en) | Beam molding frame supporter for concrete building | |
| CN218582435U (en) | Cable-stayed support and support truss | |
| CN201574572U (en) | Angle-adjustable operating platform hanging rack | |
| CN110629683A (en) | Composite assembling type bridge cantilever construction bracket | |
| CN104389441B (en) | A kind of framework support system | |
| CN216042630U (en) | Connecting mechanism capable of adjusting height of cross rod of beam template support frame and beam template support frame | |
| CN219099812U (en) | Supporting device of bridge pouring template | |
| CN216275279U (en) | Bridge type structure entablature | |
| CN217815411U (en) | Large-span support hanger | |
| CN217379240U (en) | Assembled beam column connection structure | |
| CN219909883U (en) | Telescopic lower supporting rod piece for overhanging structure |
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 | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |