CN218061403U - Adjustable precast concrete assembled child template - Google Patents
Adjustable precast concrete assembled child template Download PDFInfo
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- CN218061403U CN218061403U CN202221847982.4U CN202221847982U CN218061403U CN 218061403 U CN218061403 U CN 218061403U CN 202221847982 U CN202221847982 U CN 202221847982U CN 218061403 U CN218061403 U CN 218061403U
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- child
- lamina membranacea
- precast concrete
- tenon
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Abstract
The utility model provides an adjustable precast concrete assembled child template, includes first child lamina membranacea and second child lamina membranacea, forms square structure by two first child lamina membranacea and two second child lamina membranacea interconnect, the back both ends of first child lamina membranacea face are equipped with vertical rib, and the both ends of face outwards extend the certain distance from vertical rib and form the tenon that the cross-section is the rectangle, the back both ends of second child lamina membranacea face are equipped with vertical rib, and the face both ends are equipped with the recess of pegging graft with the tenon, be equipped with two rows and the parallel embedded steel bar in face both ends in the recess, embedded steel bar is perpendicular with the groove face, falls into the three interface that can with tenon matched with the recess, an interface on the tenon embedding recess forms the fixed connection between adjacent first child lamina membranacea and the second child lamina membranacea. The prefabricated type template has the advantages of simple structure, easy manufacture, lower cost and high quality controllability; the structure is integral, and construction convenience can effectively reduce construction cycle, improves the efficiency of construction.
Description
Technical Field
The utility model belongs to the technical field of the building engineering and specifically relates to an adjustable prefabricated concrete assembled fetal membrane board.
Background
The construction process comprises the steps of elastic lines on cushion layers of the bearing platform and the ground beam, building brick moulding beds, plastering the brick moulding beds, supporting the brick moulding beds in the brick moulding beds, backfilling soil outside the brick moulding beds and the like. The construction period of on-site masonry and plastering is long, the green construction degree is low, the masonry has poor short-term strength, the masonry is easy to crack due to extrusion of backfill soil, an inner support is often required to be arranged, the construction period of the brick moulding bed is long, and the comprehensive cost is high.
SUMMERY OF THE UTILITY MODEL
The utility model aims to solve the technical problem that to prior art not enough, provide a simple structure, installation are swift, the reliable adjustable precast concrete assembled fetal membrane board of quality.
The utility model discloses the technical problem that solve is realized through following technical scheme. The utility model relates to an adjustable precast concrete assembled child template, including first child lamina membranacea and second child lamina membranacea, form square structure by two first child lamina membranacea and two second child lamina membranacea interconnect, first child lamina membranacea is the rectangular plate, and the back both ends of face are equipped with vertical rib, and the both ends of face outwards extend certain distance from vertical rib and form the tenon that the cross-section is the rectangle, second child lamina membranacea is the rectangular plate, and the back both ends of face are equipped with vertical rib, and the face both ends are equipped with the recess of pegging graft with the tenon, be equipped with two rows and the parallel embedded reinforcement in the recess of face both ends, embedded reinforcement is perpendicular with the groove face, falls into the recess threely can with tenon matched with interface, an interface on the tenon embedding recess forms the fixed connection between adjacent first child lamina membranacea and the second child lamina membranacea.
The utility model discloses the technical problem that will solve can also further realize through following technical scheme, to above adjustable precast concrete assembled matrix board, be equipped with the horizontal rib with the face both sides parallel between the vertical rib at first matrix board both ends.
The utility model discloses the technical problem that will solve can also further realize through following technical scheme, to above adjustable precast concrete assembled child template, be equipped with the horizontal rib with the face both sides parallel between the vertical rib at second fetal membrane board both ends.
The utility model discloses the technical problem that will solve can also further realize through following technical scheme, to above adjustable precast concrete assembled child template, when the length of first fetal membrane board is greater than 1.5m, sets up vertical rib in the centre of fetal membrane board.
The utility model discloses the technical problem that will solve can also further realize through following technical scheme, to above adjustable precast concrete assembled child template, when the length of second fetal membrane board is greater than 1.5m, sets up vertical rib roof beam in the centre of fetal membrane board.
The utility model discloses the technical problem that will solve can also further realize through following technical scheme, to above adjustable precast concrete assembled child template, be equipped with on the horizontal rib of first fetal membrane board with the parallel tube hole of face, the both ends of tube hole and board are perpendicular.
The utility model discloses the technical problem that solve can also further realize through following technical scheme, to above adjustable precast concrete assembled child template, the diameter of tube hole is 12 to 18mm.
The utility model discloses the technical problem that solve can also further realize through following technical scheme, to above adjustable precast concrete assembled child template, the reservation reinforcing bar is every arranged to be formed by 2 to 3 reinforcing bars.
The utility model discloses the technical problem that will solve can also further realize through following technical scheme, to above adjustable precast concrete assembled child template, behind tenon and the interface gomphosis, be equipped with between recess, embedded steel bar and the tenon and be used for filling in the precast concrete piece in gap.
The utility model discloses the technical problem that will solve can also further realize through following technical scheme, to above adjustable precast concrete assembled child template, the inside of first child lamina membranacea and second child lamina membranacea is buried there is the reinforcing bar net piece.
Compared with the prior art, the invention has the beneficial effects that:
1. the adjustable precast concrete assembled type tire template has the advantages of simple structure, easy manufacture and lower cost;
2. the adjustable precast concrete assembled type bed mould plate is fixedly connected through the embedding of the tenon and the interface on the groove, the size is flexible and adjustable, and the assembly stability is high;
3. the prefabricated concrete assembled type tire membrane plate can be adjusted to be integral, so that the construction period can be effectively shortened, and the construction efficiency can be improved;
4. the adjustable precast concrete assembled type tire membrane plate is manufactured by a factory, the quality is reliable, and the common defects of the construction quality of the traditional brick tire mold are reduced.
Drawings
Fig. 1 is a schematic view of an assembly structure of the present invention;
FIG. 2 is a schematic top view of a first tire plate with reinforcement;
FIG. 3 is a side view reinforcement diagram of the first tire plate;
FIG. 4 is a schematic top view of a second tire plate with reinforcement;
FIG. 5 is a side view reinforcement diagram of the second membrane panel;
in the figure: 1. the steel bar mesh comprises a template, 11 parts of a first template, 111 parts of tenons, 112 parts of pipe holes, 12 parts of a second template, 121 parts of grooves, 122 parts of embedded steel bars and 2 parts of steel bar meshes.
Detailed Description
In order to make the purpose, technical solution and advantages of the embodiments of the present invention clearer, the drawings of the present invention will be combined below to clearly and completely describe the technical solution in the embodiments of the present invention.
Referring to fig. 1, an adjustable precast concrete assembled type shuttering includes a first shuttering board 11 and a second shuttering board 12, two first shuttering boards and two second shuttering boards are connected with each other to form a square structure, the first shuttering board is a rectangular board, vertical ribs are arranged at two ends of the back of the board, two ends of the board extend outwards from the vertical ribs for a certain distance to form a tenon 111 with a rectangular cross section, the second shuttering board is a rectangular board, two ends of the back of the board are provided with the vertical ribs, two ends of the board are provided with grooves 121 inserted with the tenons, two rows of embedded steel bars 122 parallel to two ends of the board are arranged in the grooves, the embedded steel bars are perpendicular to the groove surface, the grooves are divided into three interfaces capable of being matched with the tenons, and one interface embedded in each tenon groove forms a fixed connection between the adjacent first shuttering board and the second shuttering board.
The adjustable precast concrete assembled type tire membrane plate is divided into two structural forms, two ends of the plate surface of the first tire membrane plate extend outwards from the transverse rib beam for a certain distance to form a tenon with a rectangular cross section, two rows of embedded steel bars which are parallel to the two ends of the plate surface and are vertical to the groove surface are arranged in the groove of the second tire membrane plate, the structure is simple, and the manufacture is convenient.
And transverse ribs parallel to the two sides of the plate surface are arranged between the vertical ribs at the two ends of the first fetal membrane plate, so that the first fetal membrane plate is prevented from being overlong and bent.
And transverse ribs parallel to the two sides of the plate surface are arranged between the vertical ribs at the two ends of the second template, so that the second template is prevented from being overlong and bending.
When the length of the first template is more than 1.5m, the vertical rib beam is arranged in the middle of the template, and stability can be provided when the template is erected and assembled.
When the length of the second template is more than 1.5m, the vertical rib beam is arranged in the middle of the template, and stability can be provided when the template is erected and assembled.
The transverse rib beams at the two ends of the first fetal membrane plate are provided with pipe holes 112 parallel to the plate surface, the pipe holes are vertical to the two ends of the plate, the diameter is 12 to 18mm, and when the steel pipe is erected and assembled, the thin wires penetrate through the pipe holes and are fixed on the embedded steel bars to play a role in temporary fixation.
Each row of the reserved steel bars consists of 2 to 3 steel bars, and the groove is divided into three interfaces which can be matched with the tenon.
After the tenon is embedded with the connector, a precast concrete block for plugging a gap is arranged among the groove, the embedded steel bar and the tenon.
The inside embedded steel bar net piece 2 of first child template and second child template can improve structural strength, guarantees structural performance.
The adjustable prefabricated concrete assembled type tire membrane plate is manufactured in advance, the first tire membrane plate body and the second tire membrane plate body are composed of reinforcing steel bars and concrete layers poured around the reinforcing steel bars, the first tire membrane plate body and the second tire membrane plate body are transported to a construction site for assembly after being manufactured, tenons are embedded into interfaces which enable the assembled tire membrane plate structure to be most stable to form fixed connection between two adjacent tire membrane plates according to the stability requirement after assembly, and gaps among grooves, embedded reinforcing steel bars and tenons are plugged with prefabricated concrete blocks; the first tire diaphragm plate and the second tire diaphragm plate are integrally formed and then subjected to concrete pouring construction, the structure size is flexible and adjustable, the assembly is quicker and more accurate, and special technical training is not needed.
The foregoing is only a preferred embodiment of the present invention, which is illustrative, not limiting. Those skilled in the art will appreciate that many variations, modifications, and equivalents may be made thereto without departing from the spirit and scope of the invention as defined by the appended claims.
Claims (10)
1. The utility model provides an adjustable precast concrete assembled child template which characterized in that: including first child lamina membranacea and second child lamina membranacea, form square structure by two first child lamina membranacea and two second child lamina membranacea interconnect, first child lamina membranacea is the rectangular plate, and the back both ends of face are equipped with vertical rib, and the both ends of face outwards extend certain distance from vertical rib and form the tenon that the cross-section is the rectangle, second child lamina membranacea is the rectangular plate, and the back both ends of face are equipped with vertical rib, and the face both ends are equipped with the recess of pegging graft with the tenon, be equipped with two rows and the parallel embedded steel bar in face both ends in the recess, embedded steel bar is perpendicular with the capping, falls into the recess three can with tenon matched with interface, an interface on the tenon embedding recess forms the fixed connection between adjacent first child lamina membranacea and the second child lamina membranacea.
2. The precast concrete fabricated tire formwork of claim 1, wherein: and transverse rib beams parallel to the two sides of the plate surface are arranged between the vertical rib beams at the two ends of the first template plate.
3. The precast concrete fabricated tire formwork of claim 1, wherein: and transverse ribs parallel to the two sides of the board surface are arranged between the vertical ribs at the two ends of the second template.
4. The precast concrete fabricated tire formwork of claim 1, wherein: when the length of the first fetal membrane plate is larger than 1.5m, a vertical rib beam is arranged in the middle of the fetal membrane plate.
5. The precast concrete assembled type core form of claim 1, wherein: when the length of the second fetal membrane plate is larger than 1.5m, a vertical rib beam is arranged in the middle of the fetal membrane plate.
6. The adjustable precast concrete assembled type tire mold plate of claim 1, wherein: and the transverse rib beam of the first fetal membrane plate is provided with a pipe hole parallel to the plate surface, and the pipe hole is vertical to two ends of the plate.
7. The adjustable precast concrete assembled tire formwork of claim 6, wherein: the diameter of the pipe hole is 12 to 18mm.
8. The adjustable precast concrete assembled type tire mold plate of claim 1, wherein: each row of the reserved steel bars consists of 2-3 steel bars.
9. The adjustable precast concrete fabricated tire formwork of claim 1, wherein: after the tenon is embedded with the connector, a precast concrete block for plugging a gap is arranged among the groove, the embedded steel bar and the tenon.
10. The adjustable precast concrete fabricated tire formwork of claim 1, wherein: and reinforcing steel bar meshes are embedded in the first fetal membrane plate and the second fetal membrane plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221847982.4U CN218061403U (en) | 2022-07-19 | 2022-07-19 | Adjustable precast concrete assembled child template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221847982.4U CN218061403U (en) | 2022-07-19 | 2022-07-19 | Adjustable precast concrete assembled child template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218061403U true CN218061403U (en) | 2022-12-16 |
Family
ID=84399498
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202221847982.4U Active CN218061403U (en) | 2022-07-19 | 2022-07-19 | Adjustable precast concrete assembled child template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218061403U (en) |
-
2022
- 2022-07-19 CN CN202221847982.4U patent/CN218061403U/en active Active
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CB03 | Change of inventor or designer information | ||
| CB03 | Change of inventor or designer information |
Inventor after: Zhang Yucheng Inventor after: Zhang Yong Inventor after: Ye Lin Inventor after: Wang Wei Inventor after: Cui Can Inventor after: Pan Chengguo Inventor after: Gao Liuyang Inventor after: Li Nannan Inventor before: Zhang Yucheng Inventor before: Ye Lin Inventor before: Wang Wei Inventor before: Gao Liuyang Inventor before: Li Nannan |