CN209799160U - split integrated type double-T plate structure for concrete member - Google Patents
split integrated type double-T plate structure for concrete member Download PDFInfo
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- CN209799160U CN209799160U CN201920235613.1U CN201920235613U CN209799160U CN 209799160 U CN209799160 U CN 209799160U CN 201920235613 U CN201920235613 U CN 201920235613U CN 209799160 U CN209799160 U CN 209799160U
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Abstract
The utility model relates to a two T boards of burst integrated form comprises floor, pterygoid lamina and tenon key, and the floor comprises the fin, and the pterygoid lamina comprises the fin. The tenon key consists of a connecting piece and a wedging body, is positioned at the joint of the rib and the wing piece, connects the rib and the wing piece together, and is provided with a shear force groove or a connecting piece in advance. The fins, flaps and connectors are prefabricated in advance and then assembled and integrated together to form an integral double-T plate. Adopt this utility model discloses a two T boards of burst integrated form can realize prefabricated burst in the factory, and the integrated equipment in scene greatly reduces the stock yard of component and takes up an area of and a transportation difficult problem, greatly accelerates the supply speed of two T boards for the site operation progress reduces the time limit for a project, and application prospect is wide.
Description
Technical Field
The utility model relates to a concrete structure technical field among the civil engineering, in particular to concrete combination beam plate structure specifically is two T plate structures of burst integrated form.
Background
At present, the assembly type building has become a building form which is widely popularized as a national development strategy, and the prefabricated components are basic constituent elements of the assembly type building and mainly comprise main structure bearing components such as prefabricated floors, prefabricated beams, prefabricated columns, prefabricated walls and prefabricated stairs and auxiliary components such as prefabricated balconies and prefabricated bay windows. The beam and the plate are combined into a whole by the double-T plate in a special structural form, and the double-T plate becomes a unique bright point in the prefabricated member. The bearing component has good structural mechanical property, definite force transmission level and simple geometric shape, and can be manufactured into a large-span, large-coverage-area and relatively economic bearing component. The double-T plate consists of a wide wing plate and two rib plates, wherein the wing plate not only has the function of a plate as a direct bearing surface for external load, but also has the function of a whole bent wing plate of a compression area (the sectional area of the compression area is larger, and a neutral axis approaches or enters the wing plate) when the double-T plate is used as a T-shaped beam. The wing plate has the characteristics of two functions of one material. Therefore, compared with the traditional beam plate system, the double-T plate can save materials and reduce the working procedures.
however, in engineering application, when the span of the double T-shaped plate is large and the double T-shaped plate is transported as a whole component to exceed the limit of road traffic, a method of prefabricating and manufacturing on site is required. The problem that the field manufacture double-T plate is difficult to overcome also exists, the huge volume of integral double-T plate occupies a large amount of places, and a lot of projects can be limited by the places and can not stack the double-T plate, thereby influencing the construction progress and delaying the construction period. And even when the transportation of the whole body is not limited by road traffic, due to the unique structural form of the double T-shaped plates, one plate occupies a large space, so that only a limited number of plates can be transported by one vehicle, unreasonable increase of transportation cost and delay of field construction period are brought, and the use prospect of the double T-shaped plates is influenced. In addition, the field open cast-in-place manufacturing of the double T-shaped plates is influenced by severe weather conditions such as typhoon, heavy rain and the like, and the construction period is delayed. Engineering practice proves that: in the building construction adopting the traditional integral double-T plate, the supply of the double-T plate is a bottleneck which seriously restricts the construction period, and the influence is very large, so that the construction period is often prolonged by more than one time.
therefore, the existing integrated prefabricated double-T plate also has obvious defects and shortcomings, and new technologies are needed to solve the existing problems.
SUMMERY OF THE UTILITY MODEL
The utility model aims at overcoming the shortcoming among the above-mentioned prior art, providing a two T plate structures that can make things convenient for fast and transport to improve the suitability and the extensive of its engineering application.
In order to achieve the above object, the utility model discloses a two T plate structures of burst integrated form adopts following technical scheme:
The slicing integrated double-T-shaped plate structure is composed of wing plates, rib plates and a tenon key, the wing plates and the rib plates are prefabricated separately and are connected through a connecting structure (the tenon key), the rib plates are placed vertically and parallelly, the wing plates are tiled at the upper ends of the rib plates, the tenon key is composed of a connecting piece and a wedging body, and the wing plates and the rib plates are connected into a whole through the tenon key. The wing plate is composed of wing plates, and the rib plates are composed of ribs.
Alternatively, the tongue and groove may be a separate connector that is connected to the rib or fin by a dry connection such as a bolt.
Optionally, the connecting piece may be connected with the fins first and then placed in the reserved space of the fins; it is also possible to connect the fins first and then to place the fins in the spaces, which are referred to herein as shear grooves. The features of the former case are described in detail below, and the locations of the tongue and shear groove of the latter case are reversed, and the construction and method are the same as in the former case.
In addition, the rib and the wing panel are both reserved with shear grooves and then connected through a tenon key, the structure and the method are the same as the principle of the two situations, and only the prefabricated part is simple to manufacture, thereby still belonging to the scope of the utility model.
optionally, the wing plate is composed of a plate-shaped wing plate, and a shear groove is formed in the wing plate;
Optionally, the wing plate is composed of at least two plate-shaped wing plates, and each wing plate is provided with a shear groove;
Optionally, the rib plate is composed of a plate-shaped rib;
Optionally, the rib plate is composed of at least two plate-shaped ribs;
The fins can be provided with pore canals at the bottoms, and are used for penetrating steel strands in the pore canals for pretensioning and stringing the fins into an integral ribbed plate; the fins can also be provided with steel structural members at the end parts for connecting the fins into an integral rib plate.
alternatively, the plate-shaped fins or ribs may be locally thickened.
The fins can be solid or hollow (namely, the fins are provided with round holes or polygonal holes).
The first end of the connecting piece is connected with the fin or the wing piece, and the second end of the connecting piece is positioned in the shear groove of the wing piece or the fin.
Optionally, the connecting piece is a reinforced concrete member or a metal structural member or a steel pipe concrete member, and is referred to as a plate type connecting piece;
Optionally, the connecting piece is a steel bar embedded in the rib.
And a gap is reserved between the connecting piece and the edge of the shear groove in the wing piece to serve as an adjusting space for adjusting the gap between the wing pieces caused by manufacturing errors, so that the outer ends of every two adjacent wing pieces are tightly propped and reliably stressed.
gaps around the connecting pieces in the shear grooves are tightly filled with wedge-shaped solid materials or adhesive materials (such as cement-based adhesive materials), and the adhesive materials form wedge bodies after solidification. These solid wedge materials or cementitious materials used to wedge the gap between the connector and the shear groove form a solidified body after solidification, referred to herein as a wedge. The wedge-shaped solid material can be concrete, steel and the like.
The edge shape of the shear groove is large at the upper part and small at the lower part in a vertical plane, and after the adhesive material is filled in the shear groove and solidified, the solidified body can effectively prevent the separation or separation tendency between the wing plate and the rib plate, thereby ensuring the effective connection of the wing plate and the rib plate. The edge shape of the shear groove can be in a groove form with a large upper part and a small lower part, and can also be in a tongue-and-groove form with a large upper part and a small lower part.
The connecting piece is provided with a slip stopper at one end far away from the fins, and the slip stopper can effectively prevent the fins, the connecting piece and the fins from falling off or falling off in the lifting and bearing state of the double T-shaped plate.
Optionally, the anti-sliding member is a protruding anti-sliding strip or an anti-sliding block on the plate-type connecting member.
Optionally, when the connecting piece adopts a steel bar, one end of the steel bar is a ring rib, and the anti-slip piece is a ring rib; or one end of the steel bar is provided with a hook, and the anti-sliding piece is provided with a steel bar hook.
The beneficial effects of the utility model are that, compare with the integral two T boards of prior art, the two T boards of burst integrated form have following advantage:
1. The split-sheet integrated double-T plate can adopt a construction mode of performing split-sheet prefabrication in a prefabrication factory and assembling the double-T plate on site, split sheets for manufacturing the double-T plate are produced at multiple points and multiple positions at the same time, a speed block is supplied, the workload on site is reduced, and the assembly type construction speed on site is improved;
2. the double T-shaped plates are divided into plate-shaped pieces, can be tightly vertically placed or stacked in multiple layers, occupies less space, greatly increases the transportation efficiency and reduces the production cost of the double T-shaped plates;
3. The double-T plate in the plate form is stacked on a construction site, the occupied space is small, more prefabricated plates can be used as reserves in advance, and the construction period is not delayed; the requirement on the field storage yard is reduced, so that the engineering applicability is stronger and the application range is wider;
4. The double T-shaped plates are assembled on site, and because the strength of each section is achieved in advance, the double T-shaped plates can still be assembled in rainy days under the condition that only partial rainproof measures (such as a worker wearing an umbrella or a rain cape) are needed, and the construction period is saved.
in a word, adopt the utility model discloses a two T boards of burst integrated form new technology can shorten the time limit for a project (and the time limit for a project is exactly the cost many times), widens application range, brings wider application prospect for two T slab bands, more is fit for becoming an optimal selection of assembly type structure.
Drawings
Fig. 1 is a perspective view of the slice-integrated double-T plate (with polygonal holes on the fins) of the present invention.
Fig. 2 is a perspective view of the piece-divided integrated dual-T plate (with circular holes on the fins) of the present invention.
Fig. 3 is a perspective view of the piece-wise integrated double T-plate of the present invention (the fins are solid bodies).
Fig. 4 is a vertical sectional view of the connection structure having the groove edge shear groove and the plate connector of the present invention.
Fig. 5 is the vertical section view of the connection structure with the groove edge shear groove and the steel bar connecting piece of the present invention.
fig. 6 is a vertical cross-sectional view of the connection structure of the present invention having the tongue-and-groove edge shear groove and the plate connector.
fig. 7 is a vertical sectional view of the connection structure of the present invention having the tongue-and-groove edge shear groove and the reinforcing bar connecting member.
Reference numerals:
1 wing
2 fins
3 connecting piece
4 anti-slip member
5 wedging body
6-groove shear groove
7 tongue-and-groove shear groove
Detailed Description
In order to clearly understand the technical contents of the present invention, the following embodiments are specifically illustrated in detail.
Please refer to fig. 1-7, wherein the piece-separating integrated double-T plate structure comprises a wing plate 1, a rib plate 2 and a tenon key, the wing plate and the rib plate are prefabricated separately and connected by a connecting structure, the rib plate is placed vertically and in parallel, the wing plate is tiled at the upper end of the rib plate, the tenon key comprises a connecting piece 3 and a wedge-shaped body 5, and the wing plate and the rib plate are connected into a whole by the tenon key. The ribbed plate and the wing plate consist of plate-shaped segments (ribs and wing plates); the tenon key is connected with the wing plate and the rib.
Example 1
The first step is as follows: prefabricating fins and ribs in a slicing manner, wherein the fins and the ribs comprise connecting pieces and reserved shear grooves;
The second step is that: in an assembly site, firstly, the ribs are assembled into rib plates, and the two rib plates are aligned and erected in parallel;
The third step: flatly paving each wing on the rib plate, keeping the connecting piece to enter the shear groove, and tightly pushing the end part of each wing;
A fourth step of: pretensioning the fins, and adjusting the positions of connecting points;
the fifth part: and hoisting the assembled and integrated split integrated double T-shaped plate to a required position.
The utility model provides a two T plate structures of burst integrated form adopts the burst prefabricated, and the on-the-spot integrated equipment makes things convenient for transportation and storage yard deposit to greatly reduce construction period, thereby bring economic benefits, have wide application prospect, will bring very big impetus to the development of assembly type structure.
In this specification, the invention has been described with reference to specific embodiments thereof. It will, however, be evident that various modifications and changes may be made thereto without departing from the broader spirit and scope of the invention. The specification and drawings are, accordingly, to be regarded in an illustrative rather than a restrictive sense.
Claims (10)
1. The utility model provides a two T plate structures of burst integrated form for concrete member, its characterized in that, two T plate structures of burst integrated form constitute by pterygoid lamina, floor and tenon key, pterygoid lamina and floor separately prefabricated, the floor vertical, parallel placement, pterygoid lamina tiling in the upper end of floor, the tenon key fuse pterygoid lamina and floor into an organic whole.
2. The tile-wise integrated double-T plate structure according to claim 1, wherein the tongue-and-groove comprises a connecting member and a wedging body.
3. The tile-wise integrated double-T plate structure according to claim 2, wherein the connecting member is a plate-type connecting member or a reinforcing steel bar connecting member.
4. The tile-wise integrated double-T plate structure according to claim 1, wherein the tongue is a single connecting piece, and the tongue integrally connects the wing plate and the rib plate by a dry connection method.
5. The tile-wise integrated double-T plate structure according to claim 4, wherein the tongue-and-groove is a bolt.
6. The tile-split integrated double T-shaped plate structure as claimed in claim 1, wherein the wing plate is composed of one plate-shaped wing or at least two plate-shaped wings, and the wing is provided with shear grooves or connecting members.
7. The tile integrated double-T plate structure according to claim 1, wherein the rib comprises one plate-shaped rib or at least two plate-shaped ribs, and the rib is a solid rib or a hollow rib.
8. The tile integrated type double T-plate structure as claimed in claim 7, wherein the fins are provided with holes or steel structural members for connecting the fins integrally.
9. The piece-wise integrated double T-plate structure according to any one of claims 2 to 5, wherein the connecting piece has a slip stopper to prevent a tendency of disengagement or disengagement among the fins, the connecting piece and the rib.
10. The split-sheet integrated double-T plate structure as claimed in claim 1 or 6, wherein the tenon is located in the shear groove.
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CN201920235613.1U CN209799160U (en) | 2019-02-25 | 2019-02-25 | split integrated type double-T plate structure for concrete member |
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109723184A (en) * | 2019-02-25 | 2019-05-07 | 上海城建建设实业(集团)有限公司 | Fragment integrated form T plate structure |
CN113503040A (en) * | 2021-08-16 | 2021-10-15 | 上海城建建设实业集团新型建筑材料嘉兴有限公司 | Embedded type lower chord herringbone frame rib plate assembling type double T plate construction method |
CN113502974A (en) * | 2021-08-16 | 2021-10-15 | 上海城建建设实业集团新型建筑材料嘉兴有限公司 | Embedded type double-T plate with bottom chord herringbone frame rib plate assembly |
-
2019
- 2019-02-25 CN CN201920235613.1U patent/CN209799160U/en active Active
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109723184A (en) * | 2019-02-25 | 2019-05-07 | 上海城建建设实业(集团)有限公司 | Fragment integrated form T plate structure |
CN113503040A (en) * | 2021-08-16 | 2021-10-15 | 上海城建建设实业集团新型建筑材料嘉兴有限公司 | Embedded type lower chord herringbone frame rib plate assembling type double T plate construction method |
CN113502974A (en) * | 2021-08-16 | 2021-10-15 | 上海城建建设实业集团新型建筑材料嘉兴有限公司 | Embedded type double-T plate with bottom chord herringbone frame rib plate assembly |
CN113503040B (en) * | 2021-08-16 | 2023-09-29 | 上海城建建设实业集团新型建筑材料嘉兴有限公司 | Embedded lower chord herringbone frame rib plate assembly type double-T plate construction method |
CN113502974B (en) * | 2021-08-16 | 2023-12-22 | 上海城建建设实业集团新型建筑材料嘉兴有限公司 | Embedded bottom chord herringbone frame rib plate assembled double-T plate |
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