CN215758540U - Prefabricated building foundation splicing auxiliary component and system thereof - Google Patents

Prefabricated building foundation splicing auxiliary component and system thereof Download PDF

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CN215758540U
CN215758540U CN202121621333.8U CN202121621333U CN215758540U CN 215758540 U CN215758540 U CN 215758540U CN 202121621333 U CN202121621333 U CN 202121621333U CN 215758540 U CN215758540 U CN 215758540U
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bodies
template
prefabricated building
building foundation
formwork
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沈友娣
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Abstract

According to the prefabricated building foundation splicing auxiliary component and the system thereof, the template body is adopted, the connecting body is utilized, the combination of various different structures can be realized, the pouring belt, the cushion cap mold, the foundation beam and the like are spliced to form the rear pouring belt, the cushion cap mold, the foundation beam and the like, the problem of low efficiency caused by on-site brick laying of the building foundation is solved, and meanwhile, the template body can be spliced according to the actual condition, so that standardized production and on-site splicing can be realized, and the use is convenient and rapid. The utility model adopts the mode that the convex strips are matched with the occlusion edges and the bulges are matched with the clamping grooves, so that the matching and positioning combination of the adjacent template bodies can be quickly realized, and the connecting bodies can be used for quickly locking the two adjacent template bodies to ensure the reliable connection of the two adjacent template bodies.

Description

Prefabricated building foundation splicing auxiliary component and system thereof
Technical Field
The utility model relates to the technical field of bridge construction, in particular to a prefabricated building foundation splicing auxiliary component and a system thereof.
Background
The fabricated building has the advantages of small construction interference, high construction speed, high construction quality and the like, and is increasingly applied to bridge structures; in various structures of bridges, the application of assembled beam parts and prefabricated pipe piles is more, in recent years, the prefabricated assembled bridge piers begin to be popularized and applied in different projects, compared with the structures, a bearing platform mould is almost constructed by a cast-in-place method, and the development of a prefabricated assembling technology is lagged; compared with a cast-in-place bearing platform, the prefabricated assembling bearing platform die is prefabricated in a partitioning mode, is transported to the site and is quickly connected, large quantities of steel bar binding and concrete pouring work in the site are avoided, construction speed is high, the prefabricated assembling bearing platform die and the prefabricated pipe pile can be used together with an assembled pier, and the assembling rate of the whole bridge can be improved.
The bearing platform mould structure needs to be connected with the pile foundation below, the size is often great, need the piecemeal prefabrication when adopting the prefabrication to assemble, assemble again, the reliability of above-mentioned connection position directly influences overall structure's safety, is the key position of structure, needs the key research.
SUMMERY OF THE UTILITY MODEL
The utility model provides a prefabricated building foundation splicing auxiliary component and a system thereof, which are simple in structure, reliable in connection and convenient to use, and aims to solve the technical problem that the existing building foundation is low in connection reliability and inconvenient to use.
According to one aspect of the utility model, a prefabricated building foundation splicing auxiliary component is provided, which comprises a plurality of template bodies and connecting bodies, wherein one side edge of each template body is provided with a bulge, one side of each bulge is provided with an occlusion edge, the other side of each template body is provided with a clamping groove, one side of each clamping groove is provided with a convex strip, each convex strip is matched with the occlusion edge, and each bulge is matched with the clamping groove; the adjacent template bodies are occluded with the occlusion edges through the convex strips, and the bulges are connected with the clamping grooves; the adjacent template bodies are locked through the connecting bodies, and the end faces of the template bodies are provided with countersunk grooves.
On the basis of the scheme, the template body is preferably in a concave shape.
On the basis of the scheme, the number of the template bodies is preferably four, and the template bodies are spliced with one another to form a rectangular bearing platform die.
On the basis of the scheme, the number of the template bodies is preferably two, and the two template bodies are mutually spliced to form the foundation beam.
The prefabricated building foundation splicing auxiliary system comprises the prefabricated building foundation splicing auxiliary component.
On the basis of the scheme, the formwork support structure is preferable to be composed of a bearing platform mould, a rear pouring belt and a foundation beam, wherein the bearing platform mould is connected with the rear pouring belt through the foundation beam and comprises four formwork bodies and a connecting body, and the four formwork bodies are spliced to form a rectangular bearing platform mould; the foundation beam is formed by arranging two prefabricated template bodies in parallel, one side of each template body is connected with the bearing platform mold, and the other side of each template body is connected with the rear pouring belt.
Preferably, on the basis of the scheme, the post-pouring belt comprises a concave template body, the template body comprises a connecting part and a bearing part, the bearing part is horizontally arranged, and the connecting part and the bearing part are arranged at obtuse angles and are arranged on two sides of the bearing part.
On the basis of the above scheme, preferably, two partition plates are arranged in the bearing part, and the two partition plates are parallel, that is, one partition plate is arranged and perpendicular to the bearing part.
On the basis of the scheme, preferably, a concrete layer is poured among the bearing platform mould, the post-pouring belt and the foundation beam.
According to the splicing auxiliary component for the prefabricated building foundation, the template body is adopted, the connecting body is utilized, combination of various different structures can be realized, a pouring belt, a cushion cap mold, a foundation beam and the like are formed after splicing, the problem of low efficiency caused by on-site brick laying of the building foundation is solved, and meanwhile, the template body can be spliced according to actual conditions, so that standardized production and on-site splicing can be realized, and the splicing auxiliary component is convenient and rapid to use. The utility model adopts the mode that the convex strips are matched with the occlusion edges and the bulges are matched with the clamping grooves, so that the matching and positioning combination of the adjacent template bodies can be quickly realized, and the connecting bodies can be used for quickly locking the two adjacent template bodies to ensure the reliable connection of the two adjacent template bodies.
Drawings
FIG. 1 is a structural view of a cap plate of the splicing auxiliary member for prefabricated building foundations of the present invention;
FIG. 2 is a block diagram of the template body of the present invention;
FIG. 3 is a block diagram of the prefabricated building foundation splicing assist system of the present invention;
FIG. 4 is a block diagram of a connector of the present invention;
fig. 5 is another structural view of a cap plate of the splicing auxiliary member for prefabricated construction foundations of the present invention.
Detailed Description
The following detailed description of embodiments of the present invention is provided in connection with the accompanying drawings and examples. The following examples are intended to illustrate the utility model but are not intended to limit the scope of the utility model.
Referring to fig. 1, and shown in fig. 2, fig. 3, fig. 4 and fig. 5, the prefabricated building foundation splicing auxiliary member of the present invention includes a plurality of formwork bodies 1 and a connector 2, wherein a protrusion 3 is disposed on one side edge of each formwork body 1, an engagement edge 4 is disposed on one side of the protrusion 3, a slot 5 is disposed on the other side of each formwork body 1, a protruding strip 6 is disposed on one side of the slot 5, the protruding strip 6 is adapted to the engagement edge 4, and the protrusion 3 is adapted to the slot 5; the adjacent template bodies 1 are occluded with the occlusion edges 4 through convex strips 6, and the bulges 3 are connected with the clamping grooves 5; the adjacent template bodies 1 are locked through the connecting bodies 2, and the end faces of the template bodies 1 are provided with countersunk grooves 7.
It is worth to be noted that the formwork body 1 of the present invention is in a concave shape, i.e. the post-cast strip 11 is formed.
In another embodiment of the utility model, the number of the formwork bodies 1 is four, and the formwork bodies 1 are mutually spliced to form a rectangular bearing platform mould 9. When carrying out basement concrete foundation cushion cap and pouring, can splice through adopting four template bodies 1, form a closed cushion cap mould 9 that just has well kenozooecium to need not to pour temporarily in the foundation ditch and the maintenance, can assemble by the building site before the foundation ditch excavation is accomplished, assemble swiftly simply, can backfill the periphery of cushion cap mould 9 at once after putting into the foundation ditch with cushion cap mould 9, shortened construction cycle, overall structure nature is strong.
The number of the formwork bodies 1 is two, and the two formwork bodies 1 are mutually spliced to form a foundation beam 10.
The connector 2 comprises a T-shaped connecting plate, a locking plate and a wedge-shaped block, wherein the locking plate is provided with a through hole, the end part of the connecting plate is inserted into the through hole, so that the locking plate is arranged in parallel with one side surface of the connecting plate, the connecting plate is provided with a jack, and the wedge-shaped block is inserted into the jack. During the use, with the connecting plate laminating between two template bodies 1, and connecting plate one side is passed the clearance between two template bodies 1 and then is outwards extended, utilizes the locking plate to insert to the through-hole in, with wedge locking in the jack, can realize further locking adjacent two template bodies 1, guarantee its joint strength.
Of course, the connecting plate of the present invention includes a first plate 21, a second plate 22 and a third plate 23, wherein the first plate 21 and the third plate 23 are vertically installed on two sides of the second plate 22, and the first plate 21 and the third plate 23 are arranged in parallel, and the directions of the free ends are opposite.
During the use, can be through setting up connector 2 between two template bodies 1, utilize first plate body 21 and third body and two adjacent template bodies 1 laminating, link to each other it with template body 1 through the inflation screw to realize its fixed and locking, further guarantee its joint strength.
As shown in fig. 3, the splicing auxiliary system for the prefabricated building foundation of the utility model comprises the prefabricated building foundation splicing auxiliary member.
The splicing auxiliary system for the prefabricated building foundation comprises a bearing platform mold 9, a rear pouring belt 11 and a foundation beam 10, wherein the bearing platform mold 9 is connected with the rear pouring belt 11 through the foundation beam 10, the bearing platform mold 9 comprises four template bodies 1 and a connecting body 2, and the four template bodies 1 are spliced to form the rectangular bearing platform mold 9; the foundation beam 10 is formed by arranging two prefabricated template bodies 1 in parallel, one side of each template body 1 is connected with the bearing platform mold 9, and the other side of each template body 1 is connected with a rear pouring belt 11.
Wherein, back pour area 11 including the template body 1 that is the character cut in bas-relief, and template body 1 includes connecting portion and bearing part, and the bearing part level sets up, and connecting portion and bearing part are the obtuse angle setting and set up the both sides at the bearing part.
Preferably, two partition boards 14 are arranged in the bearing part, are arranged in parallel at intervals and are perpendicular to the bearing part, and a concrete layer 12 is poured among the bearing platform mould 9, the rear pouring belt 11 and the foundation beam 10.
According to the splicing auxiliary component for the prefabricated building foundation, the template body 1 is adopted, the connecting body is utilized, combination of various different structures can be realized, the pouring belt 11, the cushion cap mold 9, the foundation beam 10 and the like are spliced to form the rear pouring belt, the problem of low efficiency caused by on-site brick laying of the building foundation is solved, meanwhile, the template body 1 can be spliced according to actual conditions, standardized production can be achieved, on-site splicing is achieved, and the splicing auxiliary component is convenient and rapid to use. According to the utility model, the convex strips 6 are matched with the occlusion edges 4, and the protrusions 3 are matched with the clamping grooves 5, so that matching and positioning combination of the adjacent template bodies 1 can be quickly realized, and the connecting bodies 2 can be used for quickly locking the two adjacent template bodies 1 to ensure reliable connection.
Finally, the method of the present application is only a preferred embodiment and is not intended to limit the scope of the present invention. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.

Claims (9)

1. The prefabricated building foundation splicing auxiliary component is characterized by comprising a plurality of template bodies and connecting bodies, wherein one side edge of each template body is provided with a bulge, an occlusion edge is arranged on one side of each bulge, the other side of each template body is provided with a clamping groove, a raised line is arranged on one side of each clamping groove, the raised lines are matched with the occlusion edges, and the bulges are matched with the clamping grooves; the adjacent template bodies are occluded with the occlusion edges through the convex strips, and the bulges are connected with the clamping grooves; and the adjacent template bodies are locked through the connecting bodies.
2. A prefabricated building foundation splicing auxiliary member as claimed in claim 1, wherein said formwork body is in a shape of a Chinese character 'ao'.
3. A prefabricated building foundation splicing auxiliary member as claimed in claim 1, wherein said formwork bodies are four in number, and said formwork bodies are spliced with each other to form a rectangular bearing platform formwork.
4. A prefabricated building foundation splicing auxiliary member as claimed in claim 1, wherein said formwork bodies are two, and said two formwork bodies are spliced with each other to form a foundation beam.
5. A prefabricated building foundation splicing auxiliary system comprising the prefabricated building foundation splicing auxiliary member of claim 1.
6. A prefabricated building foundation splicing auxiliary system as claimed in claim 5, wherein the prefabricated building foundation splicing auxiliary system comprises a bearing platform mould, a rear pouring belt and a foundation beam, wherein the bearing platform mould is connected with the rear pouring belt through the foundation beam, the bearing platform mould comprises four template bodies and a connecting body, and the four template bodies are spliced to form a rectangular bearing platform mould; the foundation beam is formed by arranging two prefabricated template bodies in parallel, one side of each template body is connected with the bearing platform mold, and the other side of each template body is connected with the rear pouring belt.
7. A prefabricated building foundation splicing auxiliary system as claimed in claim 6, wherein the rear pouring belt comprises a concave formwork body, the formwork body comprises a connecting part and a bearing part, the bearing part is horizontally arranged, and the connecting part and the bearing part are arranged at an obtuse angle and are arranged at two sides of the bearing part.
8. A prefabricated building foundation splicing assist system as claimed in claim 7, wherein said load bearing portion is provided with two said panels disposed in parallel, i.e. one disposed, and perpendicular to said load bearing portion.
9. A prefabricated building foundation splicing auxiliary system as claimed in claim 8, wherein a concrete layer is poured among the bearing platform formwork, the post-cast strip and the foundation beam.
CN202121621333.8U 2021-07-16 2021-07-16 Prefabricated building foundation splicing auxiliary component and system thereof Active CN215758540U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202121621333.8U CN215758540U (en) 2021-07-16 2021-07-16 Prefabricated building foundation splicing auxiliary component and system thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202121621333.8U CN215758540U (en) 2021-07-16 2021-07-16 Prefabricated building foundation splicing auxiliary component and system thereof

Publications (1)

Publication Number Publication Date
CN215758540U true CN215758540U (en) 2022-02-08

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN202121621333.8U Active CN215758540U (en) 2021-07-16 2021-07-16 Prefabricated building foundation splicing auxiliary component and system thereof

Country Status (1)

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CN (1) CN215758540U (en)

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