CN213449442U - Novel cantilever and double-row floor scaffold wall connecting piece - Google Patents
Novel cantilever and double-row floor scaffold wall connecting piece Download PDFInfo
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- CN213449442U CN213449442U CN202021913385.8U CN202021913385U CN213449442U CN 213449442 U CN213449442 U CN 213449442U CN 202021913385 U CN202021913385 U CN 202021913385U CN 213449442 U CN213449442 U CN 213449442U
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- steel pipe
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- wall
- sliding sleeve
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Abstract
The utility model discloses a novel encorbelment and double floor scaffold even wall spare, it includes: the wall body, two threaded sleeve bodies are pre-buried in one side of the wall body, the inner cavity of the top threaded sleeve body is in threaded connection with a first lead screw, and the right side of the first lead screw extends to the outer side of the top threaded sleeve body and is welded with a gasket. The utility model solves the problems that steel pipes with fifty centimeters in length need to be pre-buried in concrete when the cantilever is erected, steel is not easy to recover, and energy conservation and environmental protection are not facilitated; the concrete beam is embedded in the concrete beam surface, so that later-period masonry or railing installation is influenced, and the construction period is greatly influenced; if a secondary structure is arranged at the position of the embedded steel pipe to build a wall body, a hole needs to be reserved, later plugging is difficult, and potential safety quality hazards exist; if the pre-buried steel pipe position is the railing, then the cantilever frame can not install the railing before demolising, the cantilever frame is demolishd the back installation and is clearly taken, because the outer wall position is unsettled, has the problem of great potential safety hazard.
Description
Technical Field
The utility model belongs to the technical field of scaffold frame is wall spare even, especially relate to a novel encorbelment and double floor scaffold frame is wall spare even.
Background
The scaffold frame need erect at the in-process of setting up and encorbelment on the outer wall beam surface for the installation of reinforcing scaffold frame, nevertheless current encorbelment has following defect: 1. during erection and cantilever, fifty centimeter long steel pipes need to be pre-buried in concrete, so that steel is not easy to recover, and energy conservation and environmental protection are not facilitated; 2. the concrete beam is embedded in the concrete beam surface, so that later-period masonry or railing installation is influenced, and the construction period is greatly influenced; 3. if a secondary structure is arranged at the position of the embedded steel pipe to build a wall body, a hole needs to be reserved, later plugging is difficult, and potential safety quality hazards exist; 4. if the pre-buried steel pipe position is the railing, then the cantilever frame can not install the railing before demolising, the cantilever frame is demolishd the back installation and is clearly taken, because the outer wall position is unsettled, has great potential safety hazard.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a novel cantilever and double floor scaffold wall connecting piece, which has the advantages of turnover use except a thread sleeve and being beneficial to material saving and environmental protection, and solves the problems that when the cantilever is erected, a steel pipe with fifty centimeters in length needs to be pre-embedded in concrete, steel is not easy to be recycled, and energy saving and environmental protection are not facilitated; the concrete beam is embedded in the concrete beam surface, so that later-period masonry or railing installation is influenced, and the construction period is greatly influenced; if a secondary structure is arranged at the position of the embedded steel pipe to build a wall body, a hole needs to be reserved, later plugging is difficult, and potential safety quality hazards exist; if the pre-buried steel pipe position is the railing, then the cantilever frame can not install the railing before demolising, the cantilever frame is demolishd the back installation and is clearly taken, because the outer wall position is unsettled, has the problem of great potential safety hazard.
The utility model provides an above-mentioned technical problem's technical scheme as follows: the utility model provides a novel encorbelment and double floor scaffold even wall spare, it includes: the wall body, pre-buried two threaded sleeve bodies that have in one side of wall body, the inner chamber threaded connection of top threaded sleeve body has lead screw one, the right side of lead screw one extends to the outside of top threaded sleeve body and welds the gasket, the right side welding of gasket has the scaffold steel pipe, the scaffold steel pipe is provided with reinforcing mechanism with bottom threaded sleeve body, reinforcing mechanism establishes the sliding sleeve on scaffold steel pipe surface including the cover, the top of sliding sleeve is provided with fixed establishment, installs coupling mechanism on the bottom threaded sleeve body, be provided with supporting mechanism between coupling mechanism and the sliding sleeve.
The utility model discloses as above be used for novel encorbelment and double floor scaffold even wall spare, it is further: the left side of gasket and wall body laminating, the gasket is 100mm 10 mm's steel sheet.
The utility model discloses as above be used for novel encorbelment and double floor scaffold even wall spare, it is further: the fixing mechanism comprises a threaded sleeve penetrating through the top of the sliding sleeve, the surface of the threaded sleeve is fixedly connected with the sliding sleeve, a bolt is in threaded connection with the inner cavity of the threaded sleeve, the bottom of the bolt is in contact with the scaffold steel pipe, and the top of the bolt extends to the top of the sliding sleeve and is fixedly connected with a knob.
The utility model discloses as above be used for novel encorbelment and double floor scaffold even wall spare, it is further: the connecting mechanism comprises a second lead screw which is in threaded connection with the inner cavity of the bottom threaded sleeve body, the right end of the second lead screw extends to the right side of the wall body and is fixedly connected with a hexagonal rotating block, and the right side of the hexagonal rotating block is rotatably connected with a connecting plate.
The utility model discloses as above be used for novel encorbelment and double floor scaffold even wall spare, it is further: the supporting mechanism comprises a first base block which is rotatably connected to the bottom of the sliding sleeve through a rotating shaft, the right side of the connecting plate is rotatably connected with a second base block through the rotating shaft, and a supporting arm is fixedly connected between the second base block and the first base block.
The utility model discloses as above be used for novel encorbelment and double floor scaffold even wall spare, it is further: and the second screw rod and the first screw rod are round steel screw rods with the diameters of 25mm and the lengths of 55 mm.
The utility model has the advantages that:
1. the utility model discloses a pre-buried two threaded sleeve bodies in the concrete, establish the sliding sleeve at the surface cover of scaffold steel pipe, make the sliding sleeve slide on the surface of scaffold steel pipe, then screw rod is twisted into the inner chamber of threaded sleeve body once, make gasket and wall body contact, can finish the scaffold steel pipe erection, then install coupling mechanism on bottom threaded sleeve body, make the sliding sleeve slide to suitable position on scaffold steel pipe, then fix the position of sliding sleeve on scaffold steel pipe surface through fixed establishment, can realize the purpose of cantilever erection, when not using, can dismantle it, can reach the purpose of turnover use, only leave two threaded sleeve bodies inside the wall body, it is few to consume steel, be favorable to environmental protection and energy saving, should encorbelment and can install in the roof beam side, to the building of later stage, process such as glass railing installation does not have the influence, can not influence the time limit for a project, only need to adopt the dry and hard mortar to pack in the hole on the threaded sleeve body after demolising, the shutoff does not conveniently have seepage hidden danger and risk, and lead screw one, gasket and scaffold steel pipe are dismantled the back in addition, can be at the surperficial brushing oil, have prolonged its life.
2. The utility model discloses a strengthening mechanism's setting, the user fills in the inner chamber of the threaded sleeve body of bottom with lead screw two in advance on the surface of scaffold steel pipe, then, rotate the hexagonal through the spanner and change the piece, make lead screw two, change over to the inner chamber to bottom threaded sleeve body, change over to the hexagonal and change the piece and can with the wall body contact, then twist the knob again, make the bolt rotate, because the bolt is threaded connection with the swivel nut, then drive the bolt downstream and with scaffold steel pipe contact, fix the surface at scaffold steel pipe with the sliding sleeve through frictional force, make scaffold steel pipe, strengthening mechanism and wall body form triangle-shaped, the stability of scaffold steel pipe has been increased.
Drawings
The above and/or other aspects and advantages of the present invention will become more apparent and more readily appreciated from the detailed description taken in conjunction with the following drawings, which are given by way of illustration only and not by way of limitation, wherein:
fig. 1 is a schematic structural perspective view of an embodiment of the present invention;
fig. 2 is a schematic view of a three-dimensional split structure according to an embodiment of the present invention;
fig. 3 is the utility model relates to a scaffold steel pipe and sliding sleeve three-dimensional section view of embodiment.
In the drawings, the components represented by the respective reference numerals are listed below:
1. wall body, 2, screw sleeve body, 3, screw rod I, 4, gasket, 5, scaffold steel pipe, 6, reinforcing mechanism, 61, sliding sleeve, 62, fixing mechanism, 621, swivel nut, 622, bolt, 623, knob, 63, connecting mechanism, 631, screw rod II, 632, hexagonal rotating block, 633, connecting plate, 64, supporting mechanism, 641, base block I, 642, base block II, 643 and supporting arm.
Detailed Description
Hereinafter, an embodiment of the novel cantilever and double-row floor scaffold wall connecting member of the present invention will be described with reference to the accompanying drawings.
The embodiments described herein are specific embodiments of the present invention, and are intended to be illustrative of the concepts of the present invention, which are intended to be illustrative and exemplary, and should not be construed as limiting the scope of the embodiments of the present invention. In addition to the embodiments described herein, those skilled in the art will be able to employ other technical solutions which are obvious based on the disclosure of the claims and the specification of the present application, and these technical solutions include technical solutions which make any obvious replacement or modification for the embodiments described herein.
The drawings in the present specification are schematic views to assist in explaining the concept of the present invention, and schematically show the shapes of the respective portions and the mutual relationships thereof. It should be noted that for the sake of clarity in showing the structures of the various components of the embodiments of the present invention, the drawings are not drawn to the same scale. Like reference numerals are used to denote like parts.
Fig. 1-3 show the utility model discloses a novel overhanging and double floor scaffold of embodiment links wall spare, it includes: the wall body 1, one side of the wall body 1 is pre-embedded with two threaded sleeve bodies 2, the inner cavity of the top threaded sleeve body 2 is in threaded connection with a first lead screw 3, the right side of the first lead screw 3 extends to the outer side of the top threaded sleeve body 2 and is welded with a gasket 4, the left side of the gasket 4 is attached to the wall body 1, the gasket 4 is a steel plate with the thickness of 100mm 10mm, the right side of the gasket 4 is welded with a scaffold steel pipe 5, the scaffold steel pipe 5 and the bottom threaded sleeve body 2 are provided with a reinforcing mechanism 6, the reinforcing mechanism 6 comprises a sliding sleeve 61 sleeved on the surface of the scaffold steel pipe 5, the top of the sliding sleeve 61 is provided with a fixing mechanism 62, the fixing mechanism 62 comprises a threaded sleeve 621 penetrating through the top of the sliding sleeve 61, the surface of the threaded sleeve 621 is fixedly connected with the sliding sleeve 61, the inner cavity of the threaded sleeve 621 is in threaded connection with a bolt 622, the bottom of, the bottom threaded sleeve body 2 is provided with a connecting mechanism 63, the connecting mechanism 63 comprises a second lead screw 631 in threaded connection with an inner cavity of the bottom threaded sleeve body 2, the right end of the second lead screw 631 extends to the right side of the wall body 1 and is fixedly connected with a hexagonal rotating block 632, the right side of the hexagonal rotating block 632 is rotatably connected with a connecting plate 633, the second lead screw 631 and the first lead screw 3 adopt round steel lead screws with the diameters of 25mm and the lengths of 55mm, a supporting mechanism 64 is arranged between the connecting mechanism 63 and the sliding sleeve 61, the supporting mechanism 64 comprises a first base block 641 rotatably connected to the bottom of the sliding sleeve 61 through a rotating shaft, the right side of the connecting plate 633 is rotatably connected with a second base block 642 through a rotating shaft, a supporting arm 643 is fixedly connected between the second base block 642 and the first base block 641, through the arrangement of a reinforcing mechanism 6, a user firstly sleeves the sliding sleeve 61 on the surface of the, rotate hexagonal through the spanner and change piece 632 for two 631 lead screws, change over to the inner chamber to bottom screw sleeve body 2, until hexagonal change piece 632 with the contact of wall body 1 can, then twist knob 623 again, make bolt 622 rotate, because bolt 622 and swivel nut 621 are threaded connection, then drive bolt 622 downstream and contact with scaffold steel pipe 5, fix sliding sleeve 61 on scaffold steel pipe 5's surface through frictional force, make scaffold steel pipe 5, reinforcement mechanism 6 and wall body 1 form triangle-shaped, scaffold steel pipe 5's stability has been increased.
The working principle is as follows: the utility model discloses during the use, the user is at pre-buried two threaded sleeve bodies 2 on wall body 1 in advance, sliding sleeve 61 is sheathe in on the surface of scaffold steel pipe 5 after that, the user takes up scaffold steel pipe 5, make lead screw 3 insert the inner chamber of top threaded sleeve body 2, the user rotates scaffold steel pipe 5, drive gasket 4 and lead screw 3 and rotate, make lead screw 3 turn into the inner chamber of top threaded sleeve body 2, until gasket 4 and wall body 1 contact, can accomplish scaffold steel pipe 5's installation, install coupling mechanism 63 on bottom threaded sleeve body 2 again, operate fixed establishment 62 after that, make sliding sleeve 61 fix on scaffold steel pipe 5's surface, can install the completion.
In summary, the following steps: the novel cantilever and double-row floor scaffold wall connecting piece has the advantages that the two threaded sleeve bodies 2 are pre-buried in concrete, the sliding sleeve 61 is sleeved on the surface of a scaffold steel pipe 5, the sliding sleeve 61 slides on the surface of the scaffold steel pipe 5, the screw rod I3 is screwed into the inner cavity of the threaded sleeve body 2, the gasket 4 is in contact with the wall body 1, the scaffold steel pipe 5 can be completely erected, the connecting mechanism 63 is installed on the bottom threaded sleeve body 2, the sliding sleeve 61 slides to a proper position on the scaffold steel pipe 5, the position of the sliding sleeve 61 on the surface of the scaffold steel pipe 5 is fixed through the fixing mechanism 62, the purpose of cantilever erection can be realized, when the scaffold steel pipe connecting piece is not used, the scaffold steel pipe connecting piece can be disassembled, the purpose of turnover use can be achieved, only the two threaded sleeve bodies 2 are left inside the wall body 1, less steel consumption is realized, environmental protection and energy conservation are facilitated, the cantilever can be installed on the side of a beam, the processes of later-stage masonry, glass handrail installation and the like are not influenced, the construction period is not influenced, after the cantilever is disassembled, only the hole in the threaded sleeve body 2 needs to be filled with dry and hard mortar, the plugging is convenient, leakage hidden danger and safety risk do not exist, after the screw rod I3, the gasket 4 and the scaffold steel pipe 5 are disassembled, oil can be brushed on the surface, the service life of the cantilever is prolonged, the problem that fifty centimeter long steel pipes need to be pre-embedded in concrete when the cantilever is erected is solved, steel is difficult to recover, and the energy conservation and environmental protection are not facilitated; the concrete beam is embedded in the concrete beam surface, so that later-period masonry or railing installation is influenced, and the construction period is greatly influenced; if a secondary structure is arranged at the position of the embedded steel pipe to build a wall body, a hole needs to be reserved, later plugging is difficult, and potential safety quality hazards exist; if the pre-buried steel pipe position is the railing, then the cantilever frame can not install the railing before demolising, the cantilever frame is demolishd the back installation and is clearly taken, because the outer wall position is unsettled, has the problem of great potential safety hazard.
The technical features disclosed above are not limited to the combinations with other features disclosed, and other combinations between the technical features can be performed by those skilled in the art according to the purpose of the invention to achieve the aim of the invention.
Claims (6)
1. The utility model provides a novel hang and double floor scaffold even wall spare, a serial communication port, include: wall body (1), pre-buried two threaded sleeve bodies (2) that have in one side of wall body (1), the inner chamber threaded connection of top threaded sleeve body (2) has lead screw (3), the right side of lead screw (3) extends to the outside of top threaded sleeve body (2) and welds gasket (4), the right side welding of gasket (4) has scaffold steel pipe (5), scaffold steel pipe (5) are provided with reinforcing mechanism (6) with bottom threaded sleeve body (2), reinforcing mechanism (6) are established sliding sleeve (61) on scaffold steel pipe (5) surface including the cover, the top of sliding sleeve (61) is provided with fixed establishment (62), installs coupling mechanism (63) on bottom threaded sleeve body (2), be provided with supporting mechanism (64) between coupling mechanism (63) and sliding sleeve (61).
2. A new cantilever and double floor scaffold wall connecting member as claimed in claim 1, wherein the left side of the spacer (4) is attached to the wall (1), the spacer (4) is a steel plate of 100mm x 10 mm.
3. The novel cantilever and double-row floor scaffold wall connecting piece as claimed in claim 1, wherein the fixing mechanism (62) comprises a threaded sleeve (621) penetrating the top of the sliding sleeve (61), the surface of the threaded sleeve (621) is fixedly connected with the sliding sleeve (61), the inner cavity of the threaded sleeve (621) is in threaded connection with a bolt (622), the bottom of the bolt (622) is in contact with the scaffold steel pipe (5), and the top of the bolt (622) extends to the top of the sliding sleeve (61) and is fixedly connected with a knob (623).
4. The novel cantilever and double-row floor scaffold wall connecting piece as claimed in claim 1, wherein the connecting mechanism (63) comprises a second screw rod (631) which is in threaded connection with the inner cavity of the bottom threaded sleeve body (2), the right end of the second screw rod (631) extends to the right side of the wall body (1) and is fixedly connected with a hexagonal rotating block (632), and the right side of the hexagonal rotating block (632) is rotatably connected with a connecting plate (633).
5. A novel cantilever and double-row floor scaffold wall connecting element as claimed in claim 4, wherein the supporting mechanism (64) comprises a first base block (641) rotatably connected to the bottom of the sliding sleeve (61) through a rotating shaft, a second base block (642) is rotatably connected to the right side of the connecting plate (633) through a rotating shaft, and a supporting arm (643) is fixedly connected between the second base block (642) and the first base block (641).
6. The novel cantilever and double-row floor scaffold wall connecting piece as claimed in claim 4, wherein the second lead screw (631) and the first lead screw (3) are round steel lead screws with a diameter of 25mm and a length of 55 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021913385.8U CN213449442U (en) | 2020-09-04 | 2020-09-04 | Novel cantilever and double-row floor scaffold wall connecting piece |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021913385.8U CN213449442U (en) | 2020-09-04 | 2020-09-04 | Novel cantilever and double-row floor scaffold wall connecting piece |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213449442U true CN213449442U (en) | 2021-06-15 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021913385.8U Active CN213449442U (en) | 2020-09-04 | 2020-09-04 | Novel cantilever and double-row floor scaffold wall connecting piece |
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| Country | Link |
|---|---|
| CN (1) | CN213449442U (en) |
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- 2020-09-04 CN CN202021913385.8U patent/CN213449442U/en active Active
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