CN210636659U - Plane steel bar truss building carrier plate based on rapid Assembly formula - Google Patents
Plane steel bar truss building carrier plate based on rapid Assembly formula Download PDFInfo
- Publication number
- CN210636659U CN210636659U CN201921265686.1U CN201921265686U CN210636659U CN 210636659 U CN210636659 U CN 210636659U CN 201921265686 U CN201921265686 U CN 201921265686U CN 210636659 U CN210636659 U CN 210636659U
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- fixedly connected
- steel bar
- reinforcing bar
- carrier plate
- bottom plate
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 81
- 239000010959 steel Substances 0.000 title claims abstract description 81
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 17
- 238000000034 method Methods 0.000 claims description 11
- 239000011248 coating agent Substances 0.000 claims description 9
- 238000000576 coating method Methods 0.000 claims description 9
- 230000008569 process Effects 0.000 claims description 8
- 238000009713 electroplating Methods 0.000 claims description 6
- 229910001369 Brass Inorganic materials 0.000 claims description 3
- 239000010951 brass Substances 0.000 claims description 3
- 230000002787 reinforcement Effects 0.000 claims description 3
- 239000010935 stainless steel Substances 0.000 claims description 3
- 229910001220 stainless steel Inorganic materials 0.000 claims description 3
- 239000000463 material Substances 0.000 claims 1
- 239000004567 concrete Substances 0.000 abstract description 14
- 238000010276 construction Methods 0.000 abstract description 11
- 230000007246 mechanism Effects 0.000 abstract description 4
- 230000000087 stabilizing effect Effects 0.000 description 17
- 238000009434 installation Methods 0.000 description 11
- 230000009471 action Effects 0.000 description 4
- 230000000149 penetrating effect Effects 0.000 description 3
- 238000003466 welding Methods 0.000 description 3
- 238000005096 rolling process Methods 0.000 description 2
- 229910001335 Galvanized steel Inorganic materials 0.000 description 1
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 230000004075 alteration Effects 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 239000008397 galvanized steel Substances 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 239000003381 stabilizer Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model discloses a plane steel bar truss building carrier plate based on rapid Assembly formula, including bottom plate and spliced pole, the top of bottom plate and the bottom fixed connection of spliced pole, welded fastening is connected with triangle steady rest through the top of spliced pole, one side fixedly connected with web member reinforcing bar of triangle steady rest, the top fixedly connected with chord steel bar of web member reinforcing bar, the bottom fixedly connected with lower chord reinforcing bar of web member reinforcing bar side, the utility model relates to a building carrier plate technical field. This plane steel bar truss building carrier plate based on quick assembly formula for during the construction high-rise building, can be through directly pouring the concrete on the surface of above-mentioned mechanism at the bottom plate top, building carrier plate bottom plate and concrete make up into permanent template, form the biggest cohesion of whole production between building carrier plate bottom plate and the concrete, be equipped with steel bar structure, make building carrier plate system have high-strength bearing capacity, improved the intensity of floor.
Description
Technical Field
The utility model relates to a building carrier plate technical field specifically is a plane steel bar truss building carrier plate based on rapid Assembly formula.
Background
The earliest profiled steel sheets are mainly used as roof panels of factory roofs, and the profiled steel sheets for floors are gradually classified into floor bearing plates after being arranged behind the roof bearing plates. The floor bearing plate is also called profiled steel plate, steel bearing plate and steel floor bearing plate. The earliest is called profiled steel sheet, which is a general name for all steel sheets press-formed by plate presses. The floor bearing plate is formed by rolling and cold-bending galvanized steel plates, the cross section of the floor bearing plate is in a V shape, a U shape, a trapezoid shape or a waveform similar to the shapes of the V shape, the U shape, the trapezoid shape or the waveform, and the floor bearing plate is mainly used as a permanent template and can also be selected for other purposes.
Ordinary high-rise building often adopts the cast-in-place mode of reinforced concrete to build when the construction, although firm in structure is reliable when the construction in this kind of frame-type house, but when carrying out concrete cast-in-place in the construction at every turn, need erect and dismantle the template, construction speed slows down greatly, be unfavorable for quick construction, some advanced construction enterprises adopt the building carrier plate mode to be under construction, but need hoist the building carrier plate, building carrier plate surface does not have special hoisting machine to construct, it is very unstable when getting the installation to hang, influence the installation rate.
SUMMERY OF THE UTILITY MODEL
Not enough to prior art, the utility model provides a plane steel bar truss building carrier plate based on rapid Assembly formula has solved at every turn and has carried out when concrete is cast-in-place, need erect and dismantle the template, and construction speed slows down greatly, and building carrier plate surface does not have special hoisting machine to construct in addition, hangs and gets very unstability when installing, influences the problem of installation speed.
In order to achieve the above purpose, the utility model discloses a following technical scheme realizes: a plane steel bar truss floor bearing plate based on a rapid assembly type comprises a bottom plate and a connecting column, wherein the top of the bottom plate is fixedly connected with the bottom end of the connecting column, the top end of the connecting column is fixedly connected with a triangular stabilizing frame through welding, one side of the triangular stabilizing frame is fixedly connected with a web member steel bar, the top end of the web member steel bar is fixedly connected with a top chord steel bar, the bottom of the side surface of the web member steel bar is fixedly connected with a bottom chord steel bar, one side of the surface of the bottom chord steel bar is fixedly connected with a support horizontal steel bar, the two ends of the top chord steel bar are fixedly connected with support vertical steel bars, one side of the bottom plate is fixedly connected with a bottom die connecting male port, the other side of the bottom plate is fixedly connected with a bottom die connecting female port, the surface of the top chord steel bar is sleeved with a circular ring stabilizing sleeve, the inner, the internal surface swing joint of standing groove has the medium ball, one side on medium ball surface and the surface roll connection of last chord reinforcing bar, the bottom fixedly connected with counterweight of ring stability cover, the top fixedly connected with couple piece of ring stability cover, inside combination groove has been seted up to the centre on couple piece surface, the internal surface swing joint in inside combination groove has the couple connecting rod, the surface of couple connecting rod has been seted up and has been run through the locating hole, the quantity that runs through the locating hole sets up to two.
Preferably, the surface of the hook block is provided with a matching hole, and the matching hole is matched with the size of the through positioning hole.
Preferably, the top of the hook connecting rod is fixedly connected with a vertically stable lifting ring, and the vertically stable lifting ring is made of anti-skid stainless steel.
Preferably, the inner surface penetrating through the positioning hole is movably connected with a positioning clamping rod, and the surface of the positioning clamping rod is provided with an anti-skid coating.
Preferably, one end of the positioning clamping rod is fixedly connected with a handheld circular plate, the handheld circular plate adopts an electroplating process, and the surface of the handheld circular plate is provided with an anti-skid wear-resistant coating.
Preferably, a connecting thread groove is formed in the positioning clamp rod, threads are arranged on the inner surface of the connecting thread groove, and the connecting thread groove is formed by an electroplating brass process.
Preferably, the inner surface of the connecting thread groove is threadedly connected with a bolt rod, the surface of the bolt rod is provided with threads, and the whole surface of the bolt rod is provided with an anti-slip coating.
Preferably, one end of the bolt rod is fixedly connected with a limiting plate, and the surface of the limiting plate is provided with a wear-resistant layer.
Advantageous effects
The utility model provides a plane steel bar truss building carrier plate based on rapid Assembly formula. Compared with the prior art, the method has the following beneficial effects:
(1) the plane steel bar truss floor bearing plate based on the rapid assembly type is fixedly connected with a triangular stabilizing frame through the top end of a connecting column in a welding mode, one side of the triangular stabilizing frame is fixedly connected with a web member steel bar, the top end of the web member steel bar is fixedly connected with an upper chord steel bar, the bottom of the side surface of the web member steel bar is fixedly connected with a lower chord steel bar, one side of the surface of the lower chord steel bar is fixedly connected with a support horizontal steel bar, two ends of the upper chord steel bar are fixedly connected with support vertical steel bars, one side of a bottom plate is fixedly connected with a bottom plate connecting male port, the other side of the bottom plate is fixedly connected with a bottom plate connecting female port, and when a high-rise building is built, concrete can be directly poured on the surface of the mechanism on the top of the bottom plate through the combined arrangement of the triangular stabilizing frame, the web member steel bar, the, building carrier plate bottom plate and concrete combination become permanent template, form whole the biggest cohesion that produces between building carrier plate bottom plate and the concrete, be equipped with steel bar structure, make building carrier plate system have high-strength bearing capacity, improved the intensity of floor, when having solved at every turn and carrying out concrete cast-in-place, need erect the template and dismantle, the problem that the construction speed slows down greatly.
(2) This plane steel bar truss floor carrier plate based on rapid Assembly formula, the standing groove has been seted up through ring stability cover inner wall, the internal surface swing joint of standing groove has the medium ball, the bottom fixedly connected with counterweight of ring stability cover, the top fixedly connected with couple piece of ring stability cover, inside combination groove has been seted up to the centre of couple piece surface, the internal surface swing joint in inside combination groove has the couple connecting rod, the surface of couple connecting rod has been seted up and has been run through the locating hole, the cooperation hole has been seted up on the surface of couple piece, the top fixedly connected with vertical stable lifting ring of couple connecting rod, the internal surface swing joint who runs through the locating hole has the location kelly, the handheld plectane of one end fixedly connected with of location kelly, the inside of location kelly has seted up the connection thread groove, the internal surface threaded connection of connection thread groove has the shank of bolt, through ring stability cover, The combined setting of medium ball and counter weight makes the device under various abominable installation environment, can keep the couple piece vertical upwards all the time, thereby ensure that the loop wheel machine all can hoist the device at any moment, through the combination setting of joining in marriage the hole, the locator card pole, handheld plectane, connect the thread groove, shank of bolt and limiting plate, it is more stable when making the loop wheel machine hoist and mount the steel bar truss, and after hoisting the steel bar truss to building carrier plate surface, can dismantle couple connecting rod and vertical stable lifting ring, for follow-up use, avoided the loop wheel machine to directly hoist upper chord reinforcing bar through the lifting hook, upper chord reinforcing bar can rock under the abominable environment, extremely unstable, it does not have special hoisting mechanism to have the building carrier plate surface, very unstable when the installation of hoisting, influence the problem of installation rate.
Drawings
Fig. 1 is a front view of the present invention;
fig. 2 is a side view of the present invention;
FIG. 3 is a cross-sectional view of the ring stabilizer structure of the present invention;
fig. 4 is an enlarged view of a portion a of fig. 3 according to the present invention;
fig. 5 is a partial enlarged view of the utility model at B in fig. 3;
fig. 6 is a front view of the hole-matching structure of the present invention.
In the figure: 1. a base plate; 2. connecting columns; 3. a triangular stabilizing frame; 4. web member reinforcing steel bars; 5. upper chord steel bars; 6. a lower chord steel bar; 7. supporting horizontal steel bars; 8. vertical steel bars of the support; 9. the bottom die is connected with the male opening; 10. the bottom die is connected with the female port; 11. a circular ring stabilizing sleeve; 12. a placement groove; 13. a media sphere; 14. a counterweight; 15. a hook block; 16. an inner coupling groove; 17. a hook connecting rod; 18. penetrating through the positioning hole; 19. matching the hole; 20. a vertically stable lift ring; 21. positioning the clamping rod; 22. a hand-held circular plate; 23. connecting the thread groove; 24. a bolt shank; 25. and a limiting plate.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1-6, the present invention provides a technical solution: a plane steel bar truss floor bearing plate based on a quick assembly type comprises a bottom plate 1 and a connecting column 2, wherein the top of the bottom plate 1 is fixedly connected with the bottom end of the connecting column 2, the top end of the connecting column 2 is fixedly connected with a triangular stabilizing frame 3 through welding, one side of the triangular stabilizing frame 3 is fixedly connected with a web member steel bar 4, the web member steel bars 4 are arranged in a crossed mode and are inclined in pairs to form a triangle, the stability of the device is improved, the strength of a floor slab after concrete pouring is guaranteed, the top end of the web member steel bar 4 is fixedly connected with an upper chord steel bar 5, the bottom of the side surface of the web member steel bar 4 is fixedly connected with a lower chord steel bar 6, one side of the surface of the lower chord steel bar 6 is fixedly connected with a support horizontal steel bar 7, two ends of the upper chord steel bar 5 are fixedly connected with support vertical steel bars 8, one, the surface of the upper chord steel bar 5 is sleeved with a circular ring stabilizing sleeve 11, the inner wall of the circular ring stabilizing sleeve 11 is provided with a plurality of placing grooves 12, the placing grooves 12 are uniformly and symmetrically arranged, the inner surface of the placing grooves 12 is movably connected with a medium ball 13, the friction force between the medium ball 13 and the upper chord steel bar 5 is small, one side of the surface of the medium ball 13 is in rolling connection with the surface of the upper chord steel bar 5, the bottom of the circular ring stabilizing sleeve 11 is fixedly connected with a counterweight 14, the mass of the counterweight 14 is large, so that the device is kept stable, the top of the circular ring stabilizing sleeve 11 is fixedly connected with a hook block 15, the middle of the surface of the hook block 15 is provided with an inner combination groove 16, the inner surface of the inner combination groove 16 is movably connected with a hook connecting rod 17, the surface of the hook connecting rod 17 is provided with a through positioning hole 18, the hook connecting rod, the number of the through positioning holes 18 is two, the two through positioning holes 18 are arranged side by side, the stability after connection is improved, the hook connecting rod 17 is effectively prevented from sliding, the surface of the hook block 15 is provided with a matching hole 19, the matching hole 19 is matched with the size of the through positioning hole 18, the vertical stable lifting ring 20 is made of anti-slip stainless steel, the surface of the positioning clamping rod 21 is provided with an anti-slip coating, the handheld circular plate 22 adopts an electroplating process, the wear resistance of the handheld circular plate 22 is improved, the surface of the handheld circular plate 22 is provided with an anti-slip wear-resistant coating, the inner surface of the connecting thread groove 23 is provided with threads, the connecting thread groove 23 adopts an electroplating brass process, the surface of the bolt rod 24 is provided with threads, the surface of the bolt rod 24 is completely provided with the anti-slip coating, the surface of the limiting plate 25 is provided with a wear-resistant, the inner surface penetrating through the positioning hole 18 is movably connected with a positioning clamp rod 21, one end of the positioning clamp rod 21 is fixedly connected with a handheld circular plate 22, a connecting threaded groove 23 is formed in the positioning clamp rod 21, the inner surface of the connecting threaded groove 23 is connected with a bolt rod 24 in a threaded manner, and a triangular stabilizing frame 3, web member steel bars 4, upper chord steel bars 5, lower chord steel bars 6, support horizontal steel bars 7, support vertical steel bars 8, a bottom die connecting male port 9 and a bottom die connecting female port 10 are combined to form a permanent formwork by directly pouring concrete on the surface of the mechanism at the top of the bottom plate 1 when a high-rise building is built, so that the floor plate bottom plate 1 and the concrete form a whole body to generate the maximum binding force between the floor plate 1 and the concrete, and the floor plate system has high-strength bearing capacity by being provided with a steel bar structure, the strength of the floor plate is improved, and the problem that when, the template needs to be erected and disassembled, and the construction speed is greatly reduced, one end of a bolt rod 24 is fixedly connected with a limiting plate 25, the device can always keep a hook block 15 vertically upwards under various severe installation environments through the combined arrangement of a circular ring stabilizing sleeve 11, a placing groove 12, a medium ball 13 and a counterweight 14, so that the device can be ensured to be hoisted by a crane at any time, the device can be more stably hoisted by the crane through the combined arrangement of a matching hole 19, a positioning clamp rod 21, a handheld circular plate 22, a connecting thread groove 23, the bolt rod 24 and the limiting plate 25, the hook connecting rod 17 and a vertical stable hoisting ring 20 can be disassembled after the steel bar truss is hoisted to the surface of a floor bearing plate, so that the subsequent use is facilitated, the problem that the upper chord steel bar 5 is directly hoisted by the crane through an extreme hoisting hook, and the upper chord steel bar 5 can shake and be unstable under severe environments is avoided, the problem of floor carrier plate surface do not have special hoisting machine to construct, very unstable when hanging and getting the installation influences the installation rate is solved.
During operation, the limiting plate 25 is rotated, the bolt rod 24 is screwed out from the connecting thread groove 23, the hook connecting rod 17 with a proper length is inserted into the inner combining groove 16 in the hook block 15, the two positioning clamping rods 21 are inserted into the matching hole 19, finally one end of the positioning clamping rod 21 penetrates through the positioning hole 18 to expose the connecting thread groove 23, then the limiting plate 25 is reversely rotated, the bolt rod 24 is in threaded connection with the connecting thread groove 23 on the positioning clamping rod 21, the device is fixed, after the installation is finished, even in severe weather of wind and rain, the counterweight 14 drives the medium ball 13 to roll along the surface of the upper chord steel bar 5 under the action of gravity, the vertical stable lifting ring 20 keeps a vertical upward trend, at the moment, the vertical stable lifting ring 20 at the top end of the hook connecting rod 17 can be lifted by a crane, the triangular stabilizing frame 3, the web member steel bar 4, the web member steel bar 2, Lower chord reinforcing bar 6, support horizontal reinforcement 7 and the vertical reinforcing bar 8 welded mounting of support are at the top of bottom plate 1, then connect public mouthful 9 and the female mouth 10 chucking stack connection of 1 right side die block connection of first bottom plate with the left die block of second bottom plate 1 and are connected, and the stack installation finishes the back, pulls down couple connecting rod 17 and the location card pole 21 isotructure at couple piece 15 top, pours the concrete to the top of bottom plate 1, pours and finishes, resets original assembly structure.
It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (8)
1. The utility model provides a plane steel bar truss building carrier plate based on rapid Assembly formula, includes bottom plate (1) and spliced pole (2), the bottom fixed connection of the top of bottom plate (1) and spliced pole (2), its characterized in that: the top of spliced pole (2) is through welded fastening connection triangle steady rest (3), one side fixedly connected with web member reinforcing bar (4) of triangle steady rest (3), the top fixedly connected with upper chord reinforcing bar (5) of web member reinforcing bar (4), the bottom fixedly connected with lower chord reinforcing bar (6) of web member reinforcing bar (4) side, one side fixedly connected with support horizontal reinforcement (7) on lower chord reinforcing bar (6) surface, the both ends fixedly connected with support vertical reinforcement (8) of upper chord reinforcing bar (5), public mouthful (9) are connected to one side fixedly connected with die block of bottom plate (1), female mouthful (10) are connected to the opposite side fixedly connected with die block of bottom plate (1), the surface cover of upper chord reinforcing bar (5) is equipped with ring stability cover (11), standing groove (12) have been seted up to ring stability cover (11) inner wall, the utility model discloses a steel wire rope, including standing groove (12), internal surface swing joint, bottom fixedly connected with counterweight (14) of ring stability cover (11), top fixedly connected with couple piece (15) of ring stability cover (11), inside combination groove (16) have been seted up to the centre on couple piece (15) surface, the internal surface swing joint of inside combination groove (16) has couple connecting rod (17), the surface of couple connecting rod (17) has been seted up and has been run through locating hole (18), the quantity that runs through locating hole (18) sets up to two.
2. The planar steel bar truss floor deck based on the quick assembly type according to claim 1, wherein: the surface of the hook block (15) is provided with a matching hole (19), and the matching hole (19) is matched with the size of the through positioning hole (18).
3. The planar steel bar truss floor deck based on the quick assembly type according to claim 1, wherein: the top fixedly connected with of couple connecting rod (17) is vertical stabilizes lift-tab ring (20), the material of vertical stable lift-tab ring (20) is anti-skidding stainless steel.
4. The planar steel bar truss floor deck based on the quick assembly type according to claim 1, wherein: the inner surface of the through positioning hole (18) is movably connected with a positioning clamping rod (21), and the surface of the positioning clamping rod (21) is provided with an anti-skid coating.
5. The planar steel bar truss floor deck based on the quick-assembly type according to claim 4, wherein: one end of the positioning clamping rod (21) is fixedly connected with a handheld circular plate (22), the handheld circular plate (22) adopts an electroplating process, and an anti-skid wear-resistant coating is arranged on the surface of the handheld circular plate (22).
6. The planar steel bar truss floor deck based on the quick-assembly type according to claim 4, wherein: the positioning clamp rod (21) is internally provided with a connecting thread groove (23), the inner surface of the connecting thread groove (23) is provided with threads, and the connecting thread groove (23) adopts an electroplating brass process.
7. The planar steel bar truss floor deck based on the quick-assembly type according to claim 6, wherein: the inner surface of the connecting thread groove (23) is connected with a bolt rod (24) in a threaded mode, the surface of the bolt rod (24) is provided with threads, and the surface of the bolt rod (24) is entirely provided with an anti-slip coating.
8. The planar steel bar truss floor deck based on the quick-assembly type according to claim 7, wherein: one end of the bolt rod (24) is fixedly connected with a limiting plate (25), and a wear-resistant layer is arranged on the surface of the limiting plate (25).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921265686.1U CN210636659U (en) | 2019-08-07 | 2019-08-07 | Plane steel bar truss building carrier plate based on rapid Assembly formula |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921265686.1U CN210636659U (en) | 2019-08-07 | 2019-08-07 | Plane steel bar truss building carrier plate based on rapid Assembly formula |
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| Publication Number | Publication Date |
|---|---|
| CN210636659U true CN210636659U (en) | 2020-05-29 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921265686.1U Expired - Fee Related CN210636659U (en) | 2019-08-07 | 2019-08-07 | Plane steel bar truss building carrier plate based on rapid Assembly formula |
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| CN (1) | CN210636659U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112900885A (en) * | 2021-03-16 | 2021-06-04 | 中铁二十局集团第六工程有限公司 | Installation method and storage method of steel bar truss floor support plate and steel bar truss floor support plate |
-
2019
- 2019-08-07 CN CN201921265686.1U patent/CN210636659U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112900885A (en) * | 2021-03-16 | 2021-06-04 | 中铁二十局集团第六工程有限公司 | Installation method and storage method of steel bar truss floor support plate and steel bar truss floor support plate |
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Granted publication date: 20200529 |