CN210086794U - Assembly type structure and steel wire rope unloading structure suitable for assembly type structure - Google Patents
Assembly type structure and steel wire rope unloading structure suitable for assembly type structure Download PDFInfo
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- CN210086794U CN210086794U CN201920785270.6U CN201920785270U CN210086794U CN 210086794 U CN210086794 U CN 210086794U CN 201920785270 U CN201920785270 U CN 201920785270U CN 210086794 U CN210086794 U CN 210086794U
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Abstract
The utility model discloses a wire rope off-load structure suitable for assembly type structure, including being used for establishing the off-load steel sheet in prefabricated wallboard seam crossing, the off-load steel sheet includes consecutive pre-buried fixed part, transition portion and crotch portion, and the transition portion matches with prefabricated wallboard seam, and is used for establishing between prefabricated upper wall board and the prefabricated lower wall board, and pre-buried fixed part is used for passing through concrete layer with the wall inner beam board and fixes, and the crotch portion is used for establishing outside prefabricated wallboard; the utility model provides a wire rope off-load structure utilizes the assembly overlap joint characteristics of prefabricated building, carries out the off-load through setting up the off-load steel sheet at prefabricated wallboard seam crossing, not only need not to open the hole on the wallboard, and construction easy operation is convenient, is favorable to appearance quality and does not influence the wall body leakage nature, and the difficult not hard up inefficacy of off-load steel sheet, no security hidden danger. The utility model also discloses an assembly type structure of including above-mentioned wire rope off-load structure.
Description
Technical Field
The utility model relates to a wire rope off-load structure technical field especially relates to a wire rope off-load structure suitable for assembly type structure. Furthermore, the utility model discloses still relate to an assembly type structure including above-mentioned wire rope off-load structure.
Background
The fabricated building is popularized all over the world due to the advantages of high building speed, low production cost and the like.
When the middle and high-rise building is constructed, an overhanging outer scaffold is generally erected for protecting the outer wall, and according to the safety technical specification of fastener type steel pipe scaffolds for building construction, the outer end of each section steel overhanging beam is suitable to be provided with a steel wire rope or a steel pull rod which is obliquely tied with the previous layer of building structure. The embedded unloading steel bar hanging ring is generally used as a steel wire rope hanging point in the existing cast-in-place structural building, but the embedded hanging ring is not suitable for the assembly type building, and the main reasons are as follows: firstly, the outer wall panel at the position of the embedded hanging ring needs to be provided with a hole, so that the appearance quality is influenced and the outer wall leakage is possibly caused; secondly, a construction process is additionally required for embedding the hanging ring, labor is consumed, and the economical efficiency is poor; and thirdly, because the construction condition and the stress condition of the embedded steel bar hanging ring are unstable, the anchoring failure is easy to occur, and the potential safety hazard is generated.
Therefore, the steel wire rope unloading structure suitable for the fabricated building is a technical problem which needs to be solved by the technical personnel in the field at present.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a wire rope off-load structure suitable for assembly type structure, it carries out the off-load through setting up the off-load steel sheet in prefabricated wallboard seam crossing, and easy operation need not to open the hole on the wallboard, and the security is higher. Another object of the utility model is to provide an assembled building including above-mentioned wire rope off-load structure.
For solving the technical problem, the utility model provides a wire rope off-load structure suitable for assembly type structure, including being used for establishing the off-load steel sheet at prefabricated wallboard seam crossing, the off-load steel sheet is including consecutive pre-buried fixed part, transition portion and the crook portion that is used for hanging wire rope, transition portion and prefabricated wallboard seam phase-match, and be used for establishing between prefabricated upper panel and the prefabricated wallboard down, pre-buried fixed part is used for passing through concrete layer with wall inner beam board and fixes, crook portion is used for establishing outside prefabricated wallboard.
Preferably, the transition portion is including being used for the riser with prefabricated wallboard inner wall laminating, pre-buried fixed part is the diaphragm of horizontal extension, just pre-buried fixed part with the riser links to each other perpendicularly.
Preferably, the unloading steel plate is formed by integrally forging Q235 flat steel.
Preferably, the embedded fixing part, the transition part and the hook part are connected in a welding mode.
Preferably, pre-buried fixed part welding has the extension reinforcing bar, the extension reinforcing bar is kept away from the one end of off-load steel sheet be arranged in transversely inserting the beam slab and with the slab band overlap joint of beam slab, the extension reinforcing bar with the slab band of beam slab passes through concrete layer is fixed as an organic whole.
Preferably, the elongated steel bar is a phi 16 HRB400 steel bar.
Preferably, a reinforcing rib is arranged between the bottom of the bent hook part and the outer wall of the prefabricated lower wall plate.
The utility model also provides an assembly type structure, including wire rope off-load structure, wire rope off-load structure specifically is one of the aforesaid arbitrary wire rope off-load structure.
The utility model provides a wire rope off-load structure suitable for assembly type structure, including being used for establishing the off-load steel sheet in prefabricated wallboard seam crossing, the off-load steel sheet includes consecutive pre-buried fixed part, transition portion and is used for hanging wire rope's crotch portion, and transition portion and prefabricated wallboard seam phase-match, and are used for establishing between prefabricated upper wall board and the prefabricated wallboard down, and pre-buried fixed part is used for passing through concrete layer with wall inner beam plate and fixes, and crotch portion is used for establishing outside prefabricated wallboard.
The utility model provides a wire rope off-load structure utilizes the assembly overlap joint characteristics of prefabricated building, carries out the off-load through setting up the off-load steel sheet in prefabricated wallboard seam crossing, not only need not to open the hole on the wallboard, construction easy operation is convenient, be favorable to appearance quality and do not influence the wall body leakage nature, and because the transition portion of off-load steel sheet is established between prefabricated upper wall board and prefabricated lower wallboard, pre-buried fixed part passes through concrete layer with wall inner beam board and fixes, make the difficult not hard up inefficacy of off-load steel sheet, no security hidden danger.
The utility model provides an assembly type structure includes above-mentioned wire rope off-load structure, because above-mentioned wire rope off-load structure has above-mentioned technological effect, above-mentioned assembly type structure also should have same technological effect, no longer introduces in detail here.
Drawings
Fig. 1 is a schematic structural diagram of an embodiment of an unloading steel plate provided by the present invention;
FIG. 2 is a top view of FIG. 1;
fig. 3 is a construction schematic diagram of a specific embodiment of the steel wire rope unloading structure provided by the present invention.
The drawings are numbered as follows:
prefabricated upper wall panel 1, prefabricated lower wall panel 2, beam slab 3, off-load steel sheet 4, pre-buried fixed part 41, transition portion 42, hook portion 43, extension reinforcing bar 5, strengthening rib 6.
Detailed Description
The core of the utility model is to provide a wire rope off-load structure suitable for assembly type structure, it carries out the off-load through setting up the off-load steel sheet in prefabricated wallboard seam crossing, and easy operation need not to open the hole on the wallboard, and the security is higher. The other core of the utility model is to provide an assembly type building including above-mentioned wire rope off-load structure.
In order to make the technical field better understand the solution of the present invention, the following detailed description of the present invention is provided with reference to the accompanying drawings and the detailed description.
Referring to fig. 1 to 3, fig. 1 is a schematic structural diagram of an embodiment of an unloading steel plate provided by the present invention; FIG. 2 is a top view of FIG. 1; fig. 3 is a construction schematic diagram of a specific embodiment of the steel wire rope unloading structure provided by the present invention.
The utility model provides a wire rope off-load structure mainly is applicable to the prefabricated building, is favorable to improving building quality, saves the engineering time, reduces the potential safety hazard.
The prefabricated building is a building formed by assembling prefabricated components on a construction site, and the types of the prefabricated components mainly include a composite slab, a composite beam, a balcony slab, a stair, an external wall panel, an internal wall panel and the like.
In a specific embodiment, this wire rope off-load structure mainly includes the off-load steel sheet 4 that is used for establishing at prefabricated wallboard seam crossing, off-load steel sheet 4 specifically includes consecutive pre-buried fixed part 41, transition portion 42 and hook portion 43, wherein, transition portion 42 and prefabricated wallboard seam phase-match, during the construction, the transition portion 42 of off-load steel sheet 4 establishes between prefabricated upper wall panel 1 and prefabricated wallboard 2 down, agree with the seam of prefabricated upper wall panel 1 and prefabricated wallboard 2 down, pre-buried fixed part 41 is located prefabricated wallboard, and fixed through the concrete layer with the roof beam board 3 that is located prefabricated wallboard, hook portion 43 is located outside the prefabricated wallboard and is used for hanging wire rope.
It should be noted that the prefabricated wall panel joint refers to a gap formed between the lower end of the prefabricated upper wall panel 1 and the upper end of the prefabricated lower wall panel 2 when the prefabricated upper wall panel 1 and the prefabricated lower wall panel 2 are spliced.
The utility model provides a wire rope off-load structure utilizes the assembly overlap joint characteristics of assembly type structure, carry out the off-load through setting up off-load steel sheet 4 in prefabricated wallboard seam crossing, not only need not to open the hole on the wallboard, construction operation is simple and convenient, be favorable to appearance quality and not influence the wall body leakage nature, and because the transition portion 42 of off-load steel sheet 4 establishes between wallboard 2 under prefabricating 1 of wallboard and prefabricating, pre-buried fixed part 41 is fixed through concrete layer with wall inner beam board 3, make off-load steel sheet 4 difficult not hard up inefficacy, no security hidden danger.
Further, in order to improve the installation stability of the unloading steel plate 4, the transition portion 42 of the steel wire rope unloading structure provided by the utility model may specifically include a vertical plate for attaching to the inner wall of the prefabricated wall plate; in addition, to facilitate the fixing of the embedded fixing portion 41 to the beam plate 3, the embedded fixing portion 41 is preferably a transverse plate extending in the transverse direction, and the embedded fixing portion 41 is vertically connected to the vertical plate.
On the basis of each above-mentioned embodiment, the utility model provides a wire rope off-load structure, off-load steel sheet 4 are preferred to be formed by the integrative forging and pressing of steel sheet, more are applicable to and install in prefabricated wallboard seam crossing, and pre-buried fixed part 41, transition portion 42 and crotch portion 43 are integrated into one piece structure, and simple manufacture is convenient.
Specifically, the unloading steel plate 4 can be formed by integrally forging and pressing Q235 flat steel, has high structural strength, and is suitable for unloading of the hanging steel wire rope.
Of course, the pre-buried fixed part 41, the transition part 42 and the hook part 43 can also be manufactured separately, and then welded into a whole in sequence after being manufactured, which is also within the protection scope of the present invention.
On the basis of the above-mentioned each embodiment, in order to improve the stability of the steel wire rope unloading structure, the utility model provides a steel wire rope unloading structure, can weld extension bar 5 at the pre-buried fixed part 41 of unloading steel sheet 4, the one end that extension bar 5 kept away from unloading steel sheet 4 is preferred to be transversely inserted in the beam slab 3 and with the slab muscle overlap joint of beam slab 3, extension bar 5 and the slab muscle of beam slab 3 are fixed as an organic whole through the concrete layer again; the setting extension reinforcing steel bar 5 can reduce the size of pre-buried fixed part 41, more makes things convenient for being connected of off-load steel sheet 4 and beam slab 3, and the slab band overlap joint of extension reinforcing steel bar 5 and beam slab 3 can improve the installation stability of off-load steel sheet 4.
Specifically, the extended steel bar 5 can be an HRB400 steel bar with the diameter of 16mm, the HRB400 steel bar is generally also called as a hot-rolled ribbed steel bar and a three-level deformed steel bar, the yield strength of the hot-rolled ribbed steel bar is 400MPa, the strength is high, the concrete can have stronger gripping force on the steel bar, and the quality of a steel wire rope unloading structure can be better.
Of course, the specific specification of the elongated steel bar 5 is not limited thereto, and the steel bar is within the protection scope of the present invention as long as the safe use of the unloading steel plate 4 can be ensured.
On the basis of each above-mentioned embodiment, the utility model provides a wire rope off-load structure can also be equipped with strengthening rib 6 between crotch portion 43 and prefabricated wallboard, generally establishes strengthening rib 6 between crotch portion 43 and prefabricated wallboard 2 down to make things convenient for wire rope's normal hanging, the bottom of crotch portion 43 and the outer wall of prefabricated wallboard are connected respectively at the both ends of strengthening rib 6, can further improve off-load steel sheet 4's mounting strength.
The utility model provides a wire rope off-load structure, during concrete construction, can go on according to following step:
1. confirming the pre-buried position of the unloading steel plate 4 and confirming the elevation;
2. placing the unloading steel plate 4, and adjusting the unloading steel plate to an accurate position for fixing;
3. inserting the lengthened steel bars 5 connected with the unloading steel plates 4 into the beam plates 3 and lapping the lengthened steel bars with the plate ribs of the beam plates 3;
4. concrete is poured to form a concrete layer, so that the extension steel bars 5 and the beam slab 3 are connected into a whole.
In addition to the above-mentioned wire rope unloading structure, the specific embodiments of the present invention further provide an assembly type building including the above-mentioned wire rope unloading structure, and the structure of other parts of the assembly type building refers to the prior art, and is not repeated herein.
In the description of the present invention, it is to be understood that the terms "transverse," "vertical," "inner," "outer," and the like are used in the orientation or relationship indicated in the drawings for convenience of description and simplicity of description, and do not indicate or imply that the device or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus should not be considered as limiting the invention.
In addition, it should be noted that the embodiments in the specification are described in a progressive manner, each embodiment focuses on differences from other embodiments, and similar parts among the embodiments may be referred to each other. The device disclosed by the embodiment corresponds to the method disclosed by the embodiment, so that the description is simple, and the relevant part can be referred to the method part for description.
It is right above the utility model provides an assembly type structure and be applicable to assembly type structure's wire rope off-load structure have carried out the detailed introduction. The principles and embodiments of the present invention have been explained herein using specific examples, and the above descriptions of the embodiments are only used to help understand the method and its core ideas of the present invention. It should be noted that, for those skilled in the art, without departing from the principle of the present invention, the present invention can be further modified and modified, and such modifications and modifications also fall within the protection scope of the appended claims.
Claims (8)
1. The utility model provides a wire rope off-load structure suitable for assembly type structure, a serial communication port, including being used for establishing off-load steel sheet (4) at prefabricated wallboard seam crossing, off-load steel sheet (4) are including consecutive pre-buried fixed part (41), transition portion (42) and be used for hanging wire rope's hook portion (43), transition portion (42) and prefabricated wallboard seam phase-match, and be used for establishing between prefabricated top wall board (1) and prefabricated lower wallboard (2), pre-buried fixed part (41) are used for fixing through concrete layer with wall inner beam plate (3), hook portion (43) are used for establishing outside prefabricated wallboard.
2. A steel wire rope unloading structure according to claim 1, wherein the transition portion (42) comprises a vertical plate for fitting with the inner wall of the prefabricated wall plate, the pre-embedded fixing portion (41) is a transverse plate extending transversely, and the pre-embedded fixing portion (41) is vertically connected with the vertical plate.
3. A steel wire rope unloading structure according to claim 2, wherein the unloading steel plate (4) is integrally forged from Q235 flat steel.
4. A steel wire rope unloading structure according to claim 1, wherein the embedded fixing portion (41), the transition portion (42) and the hook portion (43) are connected by welding.
5. The steel wire rope unloading structure according to any one of claims 1 to 4, wherein an elongated steel bar (5) is welded to the embedded fixing portion (41), one end, far away from the unloading steel plate (4), of the elongated steel bar (5) is used for being transversely inserted into a beam plate (3) and is in lap joint with a plate rib of the beam plate (3), and the elongated steel bar (5) and the plate rib of the beam plate (3) are fixed into a whole through the concrete layer.
6. A steel rope unloading structure according to claim 5, wherein the elongated reinforcement (5) is a phi 16 HRB400 reinforcement.
7. A steel wire rope unloading structure according to claim 1, wherein a reinforcing rib (6) is arranged between the bottom of the hook part (43) and the outer wall of the prefabricated lower wall panel (2).
8. An assembly type building comprises a steel wire rope unloading structure, and is characterized in that the steel wire rope unloading structure is the steel wire rope unloading structure in any one of claims 1 to 7.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920785270.6U CN210086794U (en) | 2019-05-28 | 2019-05-28 | Assembly type structure and steel wire rope unloading structure suitable for assembly type structure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920785270.6U CN210086794U (en) | 2019-05-28 | 2019-05-28 | Assembly type structure and steel wire rope unloading structure suitable for assembly type structure |
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| CN210086794U true CN210086794U (en) | 2020-02-18 |
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| CN201920785270.6U Active CN210086794U (en) | 2019-05-28 | 2019-05-28 | Assembly type structure and steel wire rope unloading structure suitable for assembly type structure |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113353781A (en) * | 2021-05-17 | 2021-09-07 | 赵东昕 | Prefabricated wallboard component overhead hoist that hoisting point side was put |
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2019
- 2019-05-28 CN CN201920785270.6U patent/CN210086794U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113353781A (en) * | 2021-05-17 | 2021-09-07 | 赵东昕 | Prefabricated wallboard component overhead hoist that hoisting point side was put |
| CN113353781B (en) * | 2021-05-17 | 2023-08-15 | 台州优匠建筑科技有限公司 | Prefabricated wallboard component overhead hoist with laterally-arranged lifting points |
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