CN211873888U - Socket anchoring type discharging platform assembly - Google Patents
Socket anchoring type discharging platform assembly Download PDFInfo
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- CN211873888U CN211873888U CN202020493067.4U CN202020493067U CN211873888U CN 211873888 U CN211873888 U CN 211873888U CN 202020493067 U CN202020493067 U CN 202020493067U CN 211873888 U CN211873888 U CN 211873888U
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Abstract
The utility model provides a socket joint anchor formula platform subassembly of unloading relates to construction technical field, including the built-in fitting and the socket joint steel sheet of being connected with the I-steel of the platform of unloading, the built-in fitting include the portion of accepting and with floor inboard steel bar connection's pre-buried portion, the portion of accepting and pre-buried portion fixed connection, the up end of the portion of accepting is seted up downwards and is pegged graft complex holding tank with the socket joint steel sheet, in order to realize the socket joint cooperation of the portion of accepting to the socket joint steel sheet, when solving the cantilever beam of the platform of unloading of installation among the prior art, need place a major part of cantilever beam on the floor board and lead to having damaged the structural slab security and consume the problem of cantilever shaped steel through measures anchors such as pre-buried anchor ring.
Description
Technical Field
The utility model belongs to the technical field of the construction, specifically provide a socket joint anchor formula platform subassembly of unloading.
Background
In a building construction site, materials between floors are generally transferred through a tower crane, and an unloading platform is a transfer station for transferring the materials on a lower floor to an upper floor. The unloading platform is provided with a cantilever beam fixedly connected with the floor slab and used for installing a workbench outside the floor slab. Traditional platform of unloading need measures such as pre-buried anchor ring on the floor when the installation cantilever beam, will hang some of cantilever beam and place on the floor board and anchor, and this mode not only consumes a large amount of shaped steel of encorbelmenting, and has the loss structural slab security, all produces the influence to later stage anchor ring opening shutoff.
Accordingly, there is a need in the art for a socket anchored discharge platform assembly that addresses the above-mentioned problems.
SUMMERY OF THE UTILITY MODEL
The utility model provides a socket joint anchor formula platform subassembly of unloading solves among the prior art installation platform of unloading when the cantilever beam, needs to place some of cantilever beam on the floor board through measures anchors such as pre-buried anchor ring and lead to having the problem that decreases the structural slab security and consume the shaped steel of encorbelmenting.
The technical scheme of the utility model is realized like this: the utility model provides a socket joint anchor formula platform subassembly of unloading includes built-in fitting and the socket joint steel sheet that is used for being connected with the I-steel of platform cantilever beam of unloading, the built-in fitting includes the portion of accepting and is used for the pre-buried portion of being connected with floor inboard reinforcing bar, the portion of accepting with pre-buried portion fixed connection, the up end of portion of accepting down seted up with socket joint steel sheet grafting complex holding tank to realize the socket joint cooperation of the portion of accepting to the socket joint steel sheet.
The technical effect of the scheme is as follows: the embedded part of the embedded part is connected with the steel bar in the floor plate, and then the embedded part is embedded in the floor plate through pouring concrete, a socket steel plate on the I-shaped steel of the cantilever beam of the unloading platform is inserted into a containing groove of the bearing part of the embedded part, and the bearing part forms socket limit and support for the socket steel plate, namely the cantilever beam of the unloading platform; the embedded part can be arranged at the position, close to the outer side tail end, of the floor plate, and the socket steel plate can be arranged at the tail end of the cantilever beam or the position, close to the tail end, of the cantilever beam, so that the cantilever beam does not need to be placed on a large part of the floor plate, the length of an I-shaped steel of the cantilever beam can be relatively shortened, and the consumption of the I-shaped steel is reduced; and can avoid the damage to the structural slab in the floor board, improve the security of structural slab.
In the preferable technical scheme of the socket anchoring type unloading platform assembly, the socket steel plate is connected with the tail end face of an I-shaped steel of the unloading platform cantilever beam, the side face of the bearing part facing the I-shaped steel is flush with the outer end face of the floor slab, a mounting groove is formed in the groove wall of the containing groove close to one side of the unloading platform, and the mounting groove allows the I-shaped steel connected with the socket steel plate to move up and down along the mounting groove.
The technical effect of the scheme is as follows: the socket steel plate is arranged on the tail end face of the I-steel, and the outer side face of the bearing part is flush with the outer side end face of the floor plate, so that the condition that the I-steel needs to be erected on the upper end face of the floor plate can be completely avoided, the damage to the floor plate and the material consumption of the I-steel are further reduced, and the flatness of the floor plate is not influenced after the use; set up the mounting groove, the I-steel receives the cell wall of holding tank to block when avoiding the socket joint steel sheet to fall into the holding tank, is favorable to the socket joint steel sheet to fall into in the holding tank completely.
In the preferable technical scheme of the socket anchoring type discharging platform assembly, the embedded part comprises an embedded steel plate and a connecting piece, the embedded steel plate is connected with the bearing part through the connecting piece, and an installation gap for penetrating through the steel bars in the floor plate is reserved on the connecting piece.
The technical effect of the scheme is as follows: reserving an installation gap on the connecting piece, wherein on one hand, the embedded part can be connected with the steel bars in the floor plate through the installation gap, and on the other hand, the embedded part can slide along the steel bars before pouring so as to change the embedded position of the embedded part; after the socket steel plate is spliced with the bearing part, the embedded steel plate can play a certain supporting role.
In the preferred technical scheme of above-mentioned socket joint anchor formula platform subassembly of unloading, pre-buried steel sheet sets up along vertical direction, the accepting part with pre-buried steel sheet parallel arrangement, the connecting piece includes many round steels, each the both ends of round steel respectively with pre-buried steel sheet and accepting part are connected, reserve between the adjacent round steel from top to bottom have installation clearance.
The technical effect of the scheme is as follows: the steel plate and the round steel are common solid steel, and the embedded steel plate and the bearing part are arranged in parallel to enable the embedded part to be simple in structure and easy to produce and popularize.
In the preferable technical scheme of the socket anchoring type discharging platform assembly, the socket anchoring type discharging platform assembly further comprises a supporting plate, the supporting plate is connected with the bottom of an I-shaped steel of a cantilever beam of the discharging platform so as to realize that when the socket steel plate is inserted into the bearing part, one side, facing the socket steel plate, of the supporting plate abuts against the bearing part.
The technical effect of the scheme is as follows: when the socket steel plate is inserted into the bearing part, one side of the support plate, which faces the socket steel plate, is abutted against the bearing part to support the bottom of the I-shaped steel.
In the preferable technical scheme of the socket anchoring type discharging platform assembly, the supporting plate is a triangular steel plate.
The technical effect of the scheme is as follows: the triangular steel plate has good stability and can better support the I-steel.
In the preferable technical scheme of the socket anchoring type discharging platform assembly, the extension direction of the I-shaped steel is defined to be the left and right direction, and the size of the socket steel plate is larger than that of the I-shaped steel in the front and rear directions.
The technical effect of the scheme is as follows: through such setting, when the socket steel sheet inserts the holding tank completely, the cell wall of holding tank can play spacing and supporting role to the socket steel sheet.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings needed to be used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without inventive exercise.
FIG. 1 is a schematic view of a discharge platform installation;
FIG. 2 is an enlarged view of portion A of FIG. 1;
FIG. 3 is a top view of the socket anchoring type discharging platform assembly of the present invention;
FIG. 4 is a top view of an embedded part of the socket anchoring type unloading platform assembly of the present invention;
figure 5 is the front view of the socket steel plate of the socket anchoring type discharging platform assembly of the utility model.
List of reference numerals: 1. i-shaped steel; 11. a hoisting ring; 2. embedding parts; 21. a receiving part; 211. accommodating grooves; 212. mounting grooves; 22. a pre-embedding part; 221. pre-burying a steel plate; 222. a connecting member; 223. a mounting gap; 3. inserting steel plates; 4. and a support 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.
It should be noted that in the description of the present invention, the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", etc. indicating the directions or positional relationships are based on the directions or positional relationships shown in the drawings, which are only for convenience of description, and do not indicate or imply that the device or element must have a specific orientation, be constructed and operated in a specific orientation, and thus, should not be construed as limiting the present invention.
Furthermore, it should be noted that, in the description of the present invention, unless otherwise explicitly specified or limited, the terms "mounted," "connected," and "connected" are to be construed broadly, and may be, for example, fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present invention can be understood by those skilled in the art according to specific situations.
The utility model discloses socket joint anchor formula platform subassembly of unloading's embodiment: as shown in fig. 1 to 5, the unloading platform comprises two cantilever beams and a platform arranged on the two cantilever beams, the cantilever beams are composed of i-shaped steel 1, and three lifting rings 11 made of round steel are uniformly welded on the i-shaped steel 1 along the length direction of the i-shaped steel. Socket joint anchor formula platform subassembly of unloading includes built-in fitting 2 and the socket joint steel sheet 3 of being connected with the I-steel 1 of the platform of unloading, and built-in fitting 2 includes the portion of acceptance 21 and with floor inboard steel bar connection's pre-buried portion 22, portion of acceptance 21 and pre-buried portion 22 fixed connection, the up end of portion of acceptance 21 is seted up downwards with socket joint steel sheet 3 grafting complex holding tank 211 to realize the socket joint cooperation of portion of acceptance 21 to socket joint steel sheet 3.
The embedded part 22 of the embedded part 2 is connected with steel bars in a floor plate, then the embedded part is embedded in the floor plate through pouring concrete, a tower crane hoists an unloading platform, socket steel plates 3 on I-shaped steel 1 of the platform are inserted into accommodating grooves 211 of an accepting part 21 of the embedded part 2, the accepting part 21 forms accepting limiting and supporting on the socket steel plates 3, namely limiting and supporting on cantilever beams of the unloading platform, then a steel wire rope is pulled, two ends of the steel wire rope are respectively connected with hanging rings 11 on the I-shaped steel 1 and embedded anchor rings on an upper floor plate, the embedded anchor rings are arranged at positions, close to the outer end, of the floor plate, and the unloading platform is stably connected to the floor plate together with a socket anchoring type unloading platform assembly on the basis of not damaging the structure plate.
The embedded part 2 can be arranged at the position, close to the outer side tail end, of the floor plate, and the socket steel plate 3 can be arranged at the tail end or the position, close to the tail end, of the cantilever beam, so that the cantilever beam does not need to be placed on a large part of the floor plate, the length of the I-shaped steel 1 of the cantilever beam can be relatively shortened, and the consumption of the I-shaped steel 1 is reduced; and can avoid the damage to the structural slab in the floor board, improve the security of structural slab.
Referring to fig. 1 and 4 again, the socket steel plate 3 is connected with the end surface of the i-steel 1 of the cantilever beam of the unloading platform, the extending direction of the i-steel 1 is perpendicular to the side surface where the socket steel plate 3 is connected with the i-steel 1, the side surface of the bearing part 21 facing the i-steel is flush with the end surface of the outer side of the floor slab, the groove wall of the containing groove 211 close to one side of the unloading platform is provided with a mounting groove 212, and the mounting groove 212 allows the i-steel 1 connected with the socket steel plate 3 to move up and down along the groove wall.
The socket steel plate 3 is arranged on the tail end face of the I-steel 1, and the outer side face of the bearing part 21 is flush with the outer end face of the floor slab, so that the condition that the I-steel 1 needs to be erected on the upper end face of the floor slab can be completely avoided, the damage to the floor slab and the consumable material of the I-steel 1 are further reduced, and the flatness of the floor slab is not influenced after the use; the installation groove 212 is formed, so that the I-shaped steel 1 is prevented from being blocked by the groove wall of the accommodating groove 211 when the socket steel plate 3 falls into the accommodating groove 211, and the socket steel plate 3 can completely fall into the accommodating groove 211.
The extension direction of the I-shaped steel 1 is defined as the left-right direction, and the size of the socket steel plate 3 is larger than that of the I-shaped steel 1 in the front-back direction. Because the I-steel 1 can move up and down along the mounting groove 212, the size of the mounting groove 212 in the front-back direction is larger than or equal to the size of the I-steel 1 in the front-back direction, the size of the socket steel plate 3 in the front-back direction is set to be larger than that of the I-steel 1, the socket steel plate 3 can be prevented from sliding out of the mounting groove 212 after being inserted into the accommodating groove 211, and therefore the groove wall of the accommodating groove 211 plays a limiting and supporting role on the socket steel plate 3.
It can be understood that the dimension of the socket steel plate 3 in the front-back direction may also be set to be equal to the dimension of the i-beam 1, but in this case, in order to ensure socket spacing and support between the receiving groove 211 and the socket steel plate 3, the dimension of the socket steel plate 3 in the up-down direction needs to be larger than the dimension of the i-beam 1, and the lower end of the socket steel plate 3 is lower than the lower end of the i-beam 1, that is, the lower end of the socket steel plate 3 is located at the lower end of the i-beam 1 and faces downward for a certain dimension. Technical personnel in the field can be according to actual conditions and the reasonable size relation that sets up socket steel plate 3 and I-steel 1 of needs, as long as can satisfy socket steel plate 3 and insert after holding tank 211, holding tank 211 and socket steel plate 3 form the socket cooperation can.
The embedded part 22 comprises an embedded steel plate 221 and a connecting piece 222, the embedded steel plate 221 is connected with the bearing part 21 through the connecting piece 222, and an installation gap 223 for penetrating through the steel bars in the floor slab is reserved on the connecting piece 222. An installation gap 223 is reserved on the connecting piece 222, on one hand, the embedded part 2 can be connected with the steel bars in the floor plate through the installation gap 223, and on the other hand, the embedded part 2 can slide along the steel bars before pouring so as to change the embedded position of the embedded part 2; after the socket steel plate 3 is inserted into the receiving portion 21, the pre-buried steel plate 221 may play a certain supporting role.
The embedded steel plate 221 is arranged along the vertical direction, the bearing portion 21 and the embedded steel plate 221 are arranged in parallel, the connecting piece 222 comprises four round steel, two ends of each round steel are respectively connected with the embedded steel plate 221 and the bearing portion 21, the four round steel are evenly distributed at intervals from top to bottom, left to right, and a mounting gap 223 is reserved between the upper adjacent round steel and the lower adjacent round steel. The steel plate and the round steel are common solid steel, and the embedded steel plate 221 and the bearing part 21 are arranged in parallel, so that the embedded part 2 is simple in structure and easy to produce, popularize and use.
It can be understood that the embodiment in which the connecting member 222 includes four round bars is only one embodiment, for example, the connecting member 222 may further include a plurality of angle steels, and both ends of each angle steel are respectively connected with the embedded steel plate 221 and the receiving portion 21, and those skilled in the art may reasonably set the connecting member 222 according to actual conditions and needs.
Referring to fig. 1 again, socket anchor formula platform subassembly of unloading still includes backup pad 4, and backup pad 4 is connected with the I-steel 1 bottom of the platform cantilever beam of unloading to when realizing socket steel sheet 3 and pegging graft in the accepting part 21, backup pad 4 supports in the accepting part 21 towards one side of socket steel sheet 3. When the socket steel plate 3 is inserted into the receiving portion 21, one side of the support plate 4 facing the socket steel plate 3 abuts against the receiving portion 21 to support the bottom of the i-steel 1. As an example, the support plate 4 is a triangular support plate.
It is understood that the triangular support plate of the support plate 4 in the above embodiments is only one embodiment, and is not limited to the shape and structure of the support plate, and may be, for example, a rectangular support plate or an angle steel, and the structure and shape of the support plate may be reasonably set by those skilled in the art according to actual conditions and needs.
The above description is only a preferred embodiment of the present invention, and should not be taken as limiting the invention, and any modifications, equivalent replacements, improvements, etc. made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (7)
1. The utility model provides a socket joint anchor formula platform subassembly of unloading, its characterized in that includes built-in fitting and the socket joint steel sheet that is used for being connected with the I-steel of platform cantilever beam of unloading, the built-in fitting includes the receiving portion and is used for the pre-buried portion of being connected with the inboard steel bar of floor, the receiving portion with pre-buried portion fixed connection, the up end of receiving portion down seted up with socket joint steel sheet grafting complex holding tank to realize the socket joint cooperation of receiving portion to the socket joint steel sheet.
2. The socket anchoring type discharging platform assembly according to claim 1, wherein the socket steel plate is connected with the end surface of the I-steel of the cantilever beam of the discharging platform, the side surface of the bearing part facing the I-steel is flush with the outer side end surface of the floor slab, and the wall of the accommodating groove close to the discharging platform is provided with an installing groove which allows the I-steel connected with the socket steel plate to move up and down along the installing groove.
3. The socket anchoring type discharging platform assembly according to claim 1 or 2, wherein the embedded part comprises an embedded steel plate and a connecting piece, the embedded steel plate is connected with the bearing part through the connecting piece, and a mounting gap for penetrating through a steel bar in a floor slab is reserved on the connecting piece.
4. The socket anchoring type discharging platform assembly according to claim 3, wherein the embedded steel plates are arranged in a vertical direction, the bearing parts are arranged in parallel with the embedded steel plates, the connecting piece comprises a plurality of round steel, two ends of each round steel are respectively connected with the embedded steel plates and the bearing parts, and the installation gaps are reserved between the upper round steel and the lower round steel.
5. The socket anchoring type discharging platform assembly according to claim 1 or 2, further comprising a supporting plate, wherein the supporting plate is connected with the bottom of the I-steel of the cantilever beam of the discharging platform, so that when the socket steel plate is inserted into the receiving part, one side of the supporting plate, which faces the socket steel plate, abuts against the receiving part.
6. The socket-anchored discharge platform assembly of claim 5, wherein said support plate is a triangular steel plate.
7. A socket-anchored discharge platform assembly according to claim 1 or 2, wherein the extension direction of the i-section steel is defined as the left-right direction, and the dimensions of the socket-anchored steel plate are greater than those of the i-section steel plate in the front-rear direction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020493067.4U CN211873888U (en) | 2020-04-07 | 2020-04-07 | Socket anchoring type discharging platform assembly |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020493067.4U CN211873888U (en) | 2020-04-07 | 2020-04-07 | Socket anchoring type discharging platform assembly |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211873888U true CN211873888U (en) | 2020-11-06 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020493067.4U Active CN211873888U (en) | 2020-04-07 | 2020-04-07 | Socket anchoring type discharging platform assembly |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211873888U (en) |
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2020
- 2020-04-07 CN CN202020493067.4U patent/CN211873888U/en active Active
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