CN212957255U - Novel T-shaped filler wall constructional column - Google Patents
Novel T-shaped filler wall constructional column Download PDFInfo
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- CN212957255U CN212957255U CN202021655654.5U CN202021655654U CN212957255U CN 212957255 U CN212957255 U CN 212957255U CN 202021655654 U CN202021655654 U CN 202021655654U CN 212957255 U CN212957255 U CN 212957255U
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Abstract
A novel T-shaped filler wall constructional column comprises a first prefabricated section and a second prefabricated section which are spliced up and down; the first prefabricated section is T-shaped, a first bulge is arranged at the top of the first prefabricated section, a plurality of first longitudinal rib preformed holes are distributed in the middle of the first prefabricated section, and a first groove is formed in the bottom of the first prefabricated section and corresponds to the first bulge; the second prefabricated section is rectangular, a second bulge matched with the first groove is arranged at the top of the second prefabricated section, a second longitudinal rib preformed hole is formed in the middle of the second prefabricated section, and a second groove matched with the first bulge is formed in the bottom of the second prefabricated section; the method comprises the following steps that longitudinal ribs are fixed through pre-buried holes, the fixed longitudinal ribs penetrate through first longitudinal rib preformed holes and second longitudinal rib preformed holes to enable a first prefabricated section and a second prefabricated section to be respectively spliced with a second groove in an embedded mode through a first protrusion, the second protrusion is spliced with the first groove in an embedded mode, a prefabricated block is horizontally spliced with the first prefabricated section and the second prefabricated section, and a T-shaped filling wall constructional column is formed; has the advantages of simple structure, convenient construction, high efficiency and practicality, and has stronger popularization and application values.
Description
Technical Field
The utility model belongs to the technical field of the assembly type structure, concretely relates to novel T type infilled wall constructional column.
Background
In China, the traditional building has many advantages and disadvantages, and brings a series of economic benefits and other problems, but nowadays, the assembly type building becomes an important production mode, and the development of the building industry in China is greatly promoted.
Assembled prior art adopts frame construction mostly, through carrying out the concatenation equipment to the cast-in-place of node, though quick simple, but horizontal connection structure department is difficult, and hoist and mount operation requires the precision higher, still need consider the node performance simultaneously, and design scheme and whole safety have the uncertainty.
Disclosure of Invention
In order to overcome the defect that above-mentioned prior art exists, the utility model aims to provide a novel T type infilled wall constructional column can remove loaded down with trivial details flows such as cast-in-place, reinforcement from, guarantees the atress performance of constructional column, has simple structure, and construction convenience and high-efficient practical advantage have stronger popularization and application and worth.
In order to achieve the above object, the utility model discloses a technical scheme be:
a novel T-shaped filler wall constructional column comprises a first prefabricated section 1 and a second prefabricated section 2 which are spliced up and down, and rectangular building blocks 12 which are horizontally spliced with the first prefabricated section 1 and the second prefabricated section 2; the first prefabricated section 1 is T-shaped, a first bulge 5 is symmetrically arranged in the middle of the top of the first prefabricated section 1, a plurality of first longitudinal rib preformed holes 3 are uniformly distributed in the middle of the first prefabricated section 1, and a first groove 7 is formed in the middle of the bottom of the first prefabricated section 1 and corresponds to the first bulge 5; prefabricated festival 2 of second is the rectangle, is equipped with in the middle of the prefabricated 2 tops of festival of second and indulges muscle preformed hole 4 with the first corresponding second of indulging muscle preformed hole 3, is equipped with second recess 8 in the middle of the prefabricated 2 bottoms of festival of second and the corresponding position of the protruding 6 of second, and second recess 8 suits with the concatenation of first arch 5.
The thickness of the first prefabricated section 1 is the same as that of the second prefabricated section 2, the length of the second prefabricated section 2 is the same as that of a web 9 of the first prefabricated section 1, and the width of the second prefabricated section 2 is the same as that of a flange 10 of the first prefabricated section 1.
The muscle preformed hole is indulged to first muscle preformed hole 3, second 4 and is the round hole form, 4 at least.
The first longitudinal rib preformed hole 3 and the second longitudinal rib preformed hole 4 are internally penetrated with a longitudinal rib 11.
The length of the longitudinal rib 11 is larger than the height of the constructional column formed by splicing the first prefabricated section 1 and the second prefabricated section 2 in a jogged mode.
The utility model has the advantages that:
1. compare traditional constructional column preparation, the utility model discloses need not cast in situ concrete work, practiced thrift the cost such as template preparation, prop up and establish, reduced the required work of cast in situ concrete, make its cost reduce than traditional cast in situ constructional column by a wide margin.
2. By adopting the first prefabricated section 1 and the second prefabricated section 2, the building blocks are matched, the construction is carried out layer by layer, when the wall is built, the constructional column can be formed, no cast-in-place concrete works on site, and the construction period is shortened.
3. The prefabricated component of this T type infilled wall constructional column all can mill and carry out batch production, and the prefabricated section quality can be guaranteed in the batch production, solves the cast-in-place constructional column quality of peasant self-construction room and is difficult to the problem of guaranteeing, is convenient for promote in the villages and small towns area that technical strength is weak.
4. First prefabricated section 1 is connected through the mode of recess and protruding gomphosis concatenation between the prefabricated section 2 of second, and construction technology is simple, and the quality control of being convenient for indulges muscle 11 and indulges muscle preformed hole 4 from first muscle preformed hole 3, the second and run through perpendicularly, guarantees that first prefabricated section 1, the prefabricated section 2 of second add up the horizontal direction after overlapping and does not take place the skew, guarantees the straightness that hangs down of prefabricated section in the work progress.
To sum up, the utility model has the advantages of simple structure, construction convenience and high-efficient practicality have stronger popularization and application and worth.
Drawings
Fig. 1 is a schematic perspective view of the precast block constructional column of the T-shaped wall of the present invention.
Fig. 2 is a bottom view of the first precast segment 1 of the present invention.
Fig. 3 is a front view of the first prefabricated section 1 of the present invention.
Fig. 4 is a three-dimensional view of the first prefabricated section 1 of the present invention.
Fig. 5 is a front view of the second prefabricated section 2 of the present invention.
Fig. 6 is a bottom view of the second precast segment 2 of the present invention.
Fig. 7 is a three-dimensional view of a second prefabricated section 2 according to the present invention.
In the figure: 1. a first prefabricated section; 2. a second prefabricated section; 3. a first longitudinal bar preformed hole; 4. a second longitudinal bar preformed hole; 5. a first protrusion; 6. a second protrusion; 7. a first groove; 8. a second groove; 9. a web; 10. a flange; 11. longitudinal ribs; 12. building blocks.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
Referring to fig. 1 to 7, a novel T-shaped filler wall constructional column comprises a first prefabricated section 1 and a second prefabricated section 2 which are spliced up and down, and rectangular building blocks 12 horizontally spliced with the first prefabricated section 1 and the second prefabricated section 2; the first prefabricated section 1 is T-shaped, a first bulge 5 is symmetrically arranged in the middle of the top of the first prefabricated section 1, a plurality of first longitudinal rib preformed holes 3 are uniformly distributed in the middle of the first prefabricated section 1, and a first groove 7 is formed in the middle of the bottom of the first prefabricated section 1 and corresponds to the first bulge 5; prefabricated festival 2 of second is the rectangle, is equipped with in the middle of the prefabricated 2 tops of festival of second and indulges muscle preformed hole 4 with the first corresponding second of indulging muscle preformed hole 3, is equipped with second recess 8 in the middle of the prefabricated 2 bottoms of festival of second and the corresponding position of the protruding 6 of second, and second recess 8 suits with the concatenation of first arch 5.
The thickness of the first prefabricated section 1 is the same as that of the second prefabricated section 2, the length of the second prefabricated section 2 is the same as that of a web 9 of the first prefabricated section 1, and the width of the second prefabricated section 2 is the same as that of a flange 10 of the first prefabricated section 1.
The muscle preformed hole is indulged to first muscle preformed hole 3, second 4 and is the round hole form, 4 at least.
The first longitudinal rib preformed hole 3 and the second longitudinal rib preformed hole 4 are internally penetrated with a longitudinal rib 11.
The length of the longitudinal rib 11 is larger than the height of the constructional column formed by splicing the first prefabricated section 1 and the second prefabricated section 2 in a jogged mode.
The utility model discloses a theory of operation does:
the ground beam is manufactured firstly, four embedded holes are respectively arranged to fix longitudinal ribs 11 according to the positions of the longitudinal ribs 11, construction is carried out layer by layer, a first prefabricated section 1 and a second prefabricated section 2 are respectively spliced through a first longitudinal rib preformed hole 3 and a second longitudinal rib preformed hole 4 in advance and vertically fixed longitudinal ribs 11, a first protrusion 5 and a second groove 8 are spliced in an embedded mode, a second protrusion 6 and a first groove 7 are spliced in an embedded mode, and a building block 12 is horizontally spliced with the first prefabricated section 1 and the second prefabricated section 2 to form a T-shaped filling wall constructional column.
Although the present invention has been described in detail with reference to the preferred embodiments, those skilled in the art will understand that various modifications and equivalent arrangements can be made without departing from the spirit and scope of the present invention, which should be construed as limited only by the appended claims.
Claims (5)
1. A novel T-shaped filler wall constructional column comprises a first prefabricated section (1) and a second prefabricated section (2) which are spliced up and down, and rectangular building blocks (12) which are horizontally spliced with the first prefabricated section (1) and the second prefabricated section (2); the method is characterized in that: the first prefabricated section (1) is T-shaped, a first bulge (5) is symmetrically arranged in the middle of the top of the first prefabricated section (1), a plurality of first longitudinal rib preformed holes (3) are uniformly distributed in the middle of the first prefabricated section (1), and a first groove (7) is formed in the middle of the bottom of the first prefabricated section (1) and corresponds to the first bulge (5); prefabricated festival (2) of second is the rectangle, is equipped with the protruding (6) of second that suit with first recess (7) in the middle of prefabricated festival (2) top of second, and the prefabricated festival (2) of second is equipped with in the middle of and indulges muscle preformed hole (4) with the first corresponding second of indulging muscle preformed hole (3), and the prefabricated festival (2) bottom of second is middle to be equipped with second recess (8) with the protruding (6) corresponding position of second, and second recess (8) and first protruding (5) splice mutually and suit.
2. The new type of T-shaped packed wall constructional column as set forth in claim 1, wherein: the thickness of the first prefabricated section (1) is the same as that of the second prefabricated section (2), the length of the second prefabricated section (2) is the same as that of a web plate (9) of the first prefabricated section (1), and the width of the second prefabricated section (2) is the same as that of a flange (10) of the first prefabricated section (1).
3. The new type of T-shaped packed wall constructional column as set forth in claim 1, wherein: the first longitudinal bar preformed hole (3) and the second longitudinal bar preformed hole (4) are circular holes and are at least 4.
4. A novel T-shaped packed wall constructional column as defined in claim 1 or 3, wherein: longitudinal ribs (11) penetrate through the first longitudinal rib preformed hole (3) and the second longitudinal rib preformed hole (4).
5. The new type of T-shaped packed wall constructional column as set forth in claim 4, wherein: the length of the longitudinal rib (11) is larger than the height of a constructional column formed by splicing the first prefabricated section (1) and the second prefabricated section (2) in a jogged mode.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021655654.5U CN212957255U (en) | 2020-08-11 | 2020-08-11 | Novel T-shaped filler wall constructional column |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021655654.5U CN212957255U (en) | 2020-08-11 | 2020-08-11 | Novel T-shaped filler wall constructional column |
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| CN212957255U true CN212957255U (en) | 2021-04-13 |
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| CN202021655654.5U Active CN212957255U (en) | 2020-08-11 | 2020-08-11 | Novel T-shaped filler wall constructional column |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114086606A (en) * | 2021-08-05 | 2022-02-25 | 东南大学 | Prefabricated and assembled FRP (fiber reinforced plastic) cut-off wall structure and construction method |
-
2020
- 2020-08-11 CN CN202021655654.5U patent/CN212957255U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114086606A (en) * | 2021-08-05 | 2022-02-25 | 东南大学 | Prefabricated and assembled FRP (fiber reinforced plastic) cut-off wall structure and construction method |
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