CN218894393U - Side die structure of socket joint type steel bar truss floor carrier plate - Google Patents
Side die structure of socket joint type steel bar truss floor carrier plate Download PDFInfo
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- CN218894393U CN218894393U CN202223196497.8U CN202223196497U CN218894393U CN 218894393 U CN218894393 U CN 218894393U CN 202223196497 U CN202223196497 U CN 202223196497U CN 218894393 U CN218894393 U CN 218894393U
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Abstract
The utility model discloses a side die structure of a socket joint type steel bar truss building support plate, which comprises an external corner side die, a middle side die and a corner post side die, wherein the external corner side die and the corner post side die are of L-shaped structures, a first plug-in part is arranged on one side of the external corner side die, a second plug-in part is arranged on one side of the corner post side die, the first plug-in part and the second plug-in part are connected in a tight plug-in mode, holes for penetrating and connecting a rotating rib are formed in the corner post side die, grooves and bosses are respectively formed in two ends of the middle side die, the middle side die is connected in a plug-in mode of the grooves and the bosses, an auxiliary groove is formed in one side of the boss, the size of the auxiliary groove is identical with that of the grooves, the side die structure of the socket joint type steel bar truss building support plate can ensure the perpendicularity of the side die, avoid the occurrence of the conditions of a die and slurry leakage, strengthen the pull junction of the side plate and the side die, and the orthogonality of the external corner position, and the construction quality and efficiency are improved.
Description
Technical Field
The utility model relates to the technical field of building construction, in particular to a side die structure of a socket joint type steel bar truss building carrier plate.
Background
The concrete floor carrier plate is a main horizontal stress component in a building, and the procedures of setting a scaffold, a supporting template and the like are needed when beams exist at the side of the concrete floor carrier plate in a traditional building structure. With the popularization of the steel bar truss floor support plate and the birth of a support-free system, the problems of poor side verticality, mold expansion, slurry leakage and the like caused by improper side mold treatment exist in the new technical process, and even the problems of great influence on later decoration and fitment are caused.
Disclosure of Invention
The utility model aims to overcome the existing defects, provides a side die structure of a socket-joint steel bar truss building carrier plate, can ensure the verticality of the side die, avoid the conditions of die expansion and slurry leakage, and can effectively solve the problems in the background technology.
In order to achieve the above purpose, the present utility model provides the following technical solutions: the utility model provides a socket joint shaped steel muscle truss building carrier plate's side form structure, includes external corner side form, middle side form and meets the corner post side form, external corner side form and meet the corner post side form and be L type structure, one side of external corner side form is provided with first grafting portion, meets one side of corner post side form and is provided with second grafting portion, connect through closely grafting mode between first grafting portion and the second grafting portion, meet and be provided with the hole that is used for the cross-under spiral muscle on the corner post side form, be provided with recess and boss respectively between the middle side form, connect through the grafting mode of recess and boss, one side of boss is provided with the auxiliary tank, the size of auxiliary tank is the same with the recess size, the size of first grafting portion and second grafting portion all cooperatees with recess and auxiliary tank, and first grafting portion and second grafting portion are connected through closely grafting mode with recess or auxiliary tank respectively.
As a preferable technical scheme of the utility model, the upper end of the external corner side die is provided with a bent rib plate.
As a preferable technical scheme of the utility model, when external corners are arranged on two sides of the steel bar truss receiving plate and steel columns are not arranged in the middle position, external corner side dies are arranged on two ends of the steel beam, a plurality of middle side dies are arranged between the two external corner side dies, and the external corner side dies are connected with the middle side dies and the middle side dies in an inserting mode.
As a preferable technical scheme of the utility model, when external corners are arranged on two sides of the steel bar truss receiving plate and steel columns are arranged in the middle positions, external corner side dies are arranged at two ends of the steel beam, corner column side dies are symmetrically arranged on two sides of the steel columns, the corner column side dies are bound with the steel columns through rotating ribs penetrating through holes of the corner column side dies, a plurality of middle side dies are arranged between the corner column side dies and the external corner side dies, and the external corner side dies are connected with the middle side dies, the middle side dies and the corner column side dies in an inserting mode.
As a preferable technical scheme of the utility model, when no external angle exists on two sides of the steel bar truss receiving plate and no steel column exists in the middle position, corner post side dies are arranged at two ends of the steel beam, a plurality of middle side dies are arranged between the two corner post side dies, the corner post side dies are connected with the middle side dies and the middle side dies in an inserting mode, and the corner post side dies are bound with the steel column through rotary ribs penetrating through holes of the corner post side dies.
As a preferable technical scheme of the utility model, when no external angle exists on two sides of the steel bar truss receiving plate and steel columns are arranged in the middle position, corner column side dies are arranged on two ends of a steel beam and two sides of a middle steel column, a plurality of middle side dies are arranged between the corner column side dies on the side and the corner column side dies in the middle position, and the corner column side dies on the side are connected with the middle side dies and the corner column side dies in the middle position in an inserting mode, and the corner column side dies and the steel columns in the corresponding positions are bound with the steel columns through rotating ribs penetrating through holes of the corner column side dies.
Compared with the prior art, the utility model has the beneficial effects that: (1) The side die structure of the socket joint type steel bar truss floor carrier plate is simple to construct, and the construction can be rapidly carried out through the plug connection among the side dies, so that the welding quantity is reduced; (2) The side die structure of the socket joint type steel bar truss floor carrier plate can ensure the verticality of the side edges, and the external corner side die and the corner column side die are arranged to be of L-shaped structures, so that the external corner side die and the corner column side die are vertically fixed with the bottom plate, and the slurry leakage risk is reduced; (3) The thickness of the connecting part is increased when the connecting part of each side die of the side die structure of the socket joint type reinforced bar truss floor carrier plate is spliced, so that the pressure of the connecting point against the lateral direction of concrete can be enhanced; (4) The side die structure of the socket joint type steel bar truss floor carrier plate can strengthen the drawknot of the plate and the side die, and the integrity and the orthogonality of the external corner position are ensured.
Drawings
FIG. 1 is a schematic view of a corner edge form;
FIG. 2 is a schematic diagram of a middle sideform structure;
FIG. 3 is a schematic view of a corner post side form;
FIG. 4 is a schematic diagram showing the insertion of a corner post side mold and a Yang Jiaobian mold;
FIG. 5 is a schematic illustration of male corner side forms plugging with intermediate side forms;
FIG. 6 is a schematic diagram of the connection of the corner post sideform to the steel post.
In the figure: 1 external corner side die, 11 first plug-in connection part, 12 bent rib plate, 2 middle side die, 21 groove, 22 boss, 23 auxiliary groove, 3 corner column side die and 31 second plug-in connection part.
Detailed Description
The technical solutions in the embodiments of the present utility model will be clearly and completely described below with reference to the drawings in the embodiments of the present utility model, and it is apparent that the described embodiments are only some embodiments of the present utility model, but not all embodiments (for convenience of description and understanding, the following description is given with the upper side of fig. 1 as the upper side). All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
Example 1: referring to fig. 1-6, the present utility model provides a technical solution: the utility model provides a socket joint steel bar truss building carrier plate's side form structure, including external corner side form 1, middle side form 2 and meet corner post side form 3, external corner side form 1 and meet corner post side form 3 are L type structure, when there is external corner and intermediate position no steel post in steel bar truss carrier plate both sides, set up external corner side form 1 at the both ends of girder steel, set up a plurality of middle side forms 2 between two external corner side forms 1, the first grafting portion 11 of Yang Jiaobian mould 1 is pegged graft in the recess 21 of middle side form 2, peg graft through the cooperation of recess and boss 22 between the middle side form 2, after Yang Jiaobian mould 1 and middle side form 2 position are fixed, external corner side form 1 welds through the welding machine with the girder steel, the junction bottom between middle side form 2 and external corner side form 1 welds.
Example 2: when external corners are arranged on two sides of the steel bar truss bearing plate and steel columns are arranged in the middle of the steel bar truss bearing plate, external corner side dies 1 are arranged at two ends of the steel beam, corner post side dies 3 are symmetrically arranged on two sides of the steel columns, the corner post side dies 3 and the steel columns are bound with the steel columns by penetrating through rotating ribs on holes of the corner post side dies 3, a plurality of middle side dies 2 are arranged between the corner post side dies 3 and the external corner side dies 1, the connection mode of the Yang Jiaobian dies 1, the middle side dies 2 and the middle side dies 2 is the same as that of the embodiment 1, the auxiliary grooves 23 of the middle side dies 2 and the second inserting connection parts of the corner post side dies 3 are inserted into the auxiliary grooves 23 of the middle side dies 2, and the bottoms of the connection parts are welded.
Example 3: when no external angle exists on two sides of the steel bar truss receiving plate and no steel column exists in the middle position, angle column side dies 3 are arranged at two ends of the steel beam, a plurality of middle side dies 2 are arranged between the two angle column side dies 3, and the connection mode between the angle column side dies 3 and the middle side dies 2 and between the angle column side dies 2 is the same as that of the embodiment, and the angle column side dies 3 and the steel column are bound with the steel column by rotating ribs penetrating through holes of the angle column side dies 3.
Example 4: when there is not external angle and intermediate position when steel bar truss accept board both sides and have the steel column, all set up the corner post side form 3 in the both ends of girder steel and the both sides of intermediate steel column, lie in the corner post side form 3 of avris and the corner post side form 3 of intermediate position between set up a plurality of intermediate side forms 2, between corner post side form 3 and intermediate side form 2, intermediate side form 2 and intermediate position meet corner post side form 3 between all through the grafting mode connection, connected mode is with above-mentioned embodiment, meet between corner post side form 3 and the steel column of corresponding position through crossing corner post side form 3 hole on the muscle and steel column tie up soon.
In order to further improve the pressure against the lateral concrete, the upper end of the external corner side form 1 is provided with a curved rib plate 12.
Although embodiments of the present utility model have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made therein without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.
Claims (6)
1. A socket joint type steel bar truss building carrier plate's side form structure, its characterized in that: including external corner side form (1), middle side form (2) and meet corner post side form (3), external corner side form (1) and meet corner post side form (3) are L type structure, one side of Yang Jiaobian mould (1) is provided with first grafting portion (11), and one side of meeting corner post side form (3) is provided with second grafting portion (31), connect through inseparable grafting mode between first grafting portion (11) and second grafting portion (31), be provided with the hole that is used for the cross-under spiral muscle on meeting corner post side form (3), both ends of middle side form (2) are provided with recess (21) and boss (22) respectively, connect through the grafting mode of recess (21) and boss (22) between middle side form (2), one side of boss (22) is provided with sub-groove (23), the size of sub-groove (23) is the same with recess (21) size, the size of first grafting portion (11) and second grafting portion (31) all with recess (21) and sub-groove (23) size and sub-groove (21) cooperation respectively, first grafting portion (23) and sub-groove (21) are passed through inseparable grafting mode and sub-groove (23) respectively.
2. The side form structure of a socket and spigot steel bar truss floor deck as recited in claim 1 wherein: the upper end of the Yang Jiaobian die (1) is provided with a bent rib plate (12).
3. The side form structure of a socket and spigot steel bar truss floor deck as recited in claim 1 wherein: when there is external angle and intermediate position no steel column in steel bar truss accepting board both sides, set up external angle side forms (1) at the both ends of girder steel, set up a plurality of intermediate side forms (2) between two external angle side forms (1), all connect through the grafting mode between Yang Jiaobian mould (1) and intermediate side form (2).
4. The side form structure of a socket and spigot steel bar truss floor deck as recited in claim 1 wherein: when there is external angle and intermediate position to have the steel column in steel bar truss accepting the board both sides, set up external angle side form (1) at the both ends of girder steel, the bilateral symmetry of steel column is provided with meets angle post side form (3), meet between angle post side form (3) and the steel column through passing the rib of turning round on meeting angle post side form (3) hole and tie up with the steel column, meet and set up a plurality of intermediate side forms (2) between angle post side form (3) and Yang Jiaobian mould (1), all connect through the grafting mode between Yang Jiaobian mould (1) and intermediate side form (2), intermediate side form (2) and meeting angle post side form (3).
5. The side form structure of a socket and spigot steel bar truss floor deck as recited in claim 1 wherein: when no external angle exists on two sides of the steel bar truss bearing plate and no steel column exists in the middle position, corner column side dies (3) are arranged at two ends of the steel beam, a plurality of middle side dies (2) are arranged between the two corner column side dies (3), the corner column side dies (3) are connected with the middle side dies (2) and the middle side dies (2) in an inserting mode, and rotary ribs on holes of the corner column side dies (3) are connected with the steel column in a binding mode.
6. The side form structure of a socket and spigot steel bar truss floor deck as recited in claim 1 wherein: when there is not external angle and intermediate position when steel bar truss accept board both sides have the steel column, both ends and the both sides of middle steel column all set up and meet angle post side form (3), lie in between meeting angle post side form (3) of avris and the angle post side form (3) of intermediate position and set up a plurality of intermediate side forms (2), meet between angle post side form (3) and intermediate side form (2) of avris position and intermediate side form (2) and between meeting angle post side form (3) of intermediate position all connect through the grafting mode, meet between angle post side form (3) and the steel column of corresponding position through passing and meet angle post side form (3) hole on the muscle and bind up with the steel column.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223196497.8U CN218894393U (en) | 2022-12-01 | 2022-12-01 | Side die structure of socket joint type steel bar truss floor carrier plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223196497.8U CN218894393U (en) | 2022-12-01 | 2022-12-01 | Side die structure of socket joint type steel bar truss floor carrier plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218894393U true CN218894393U (en) | 2023-04-21 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202223196497.8U Active CN218894393U (en) | 2022-12-01 | 2022-12-01 | Side die structure of socket joint type steel bar truss floor carrier plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218894393U (en) |
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2022
- 2022-12-01 CN CN202223196497.8U patent/CN218894393U/en active Active
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