DX inorganic plasticizing disassembly-free composite heat preservation formwork

Abstract

The utility model relates to the technical field of building outer walls, and discloses a DX inorganic plasticizing disassembly-free composite heat preservation formwork which comprises a concrete layer, a heat preservation layer arranged on the right side wall face of the concrete layer, a mortar cement A layer arranged on the side wall face, away from the concrete layer, of the heat preservation layer, and a mortar cement B layer arranged on the side wall face, away from the heat preservation layer, of the concrete layer. Fastening mechanisms are arranged on the left side wall face and the right side wall face of the heat preservation layer, and the concrete layer, the heat preservation layer and the mortar cement B layer are jointly provided with a connecting mechanism. The DX inorganic plasticized disassembly-free composite heat preservation formwork has a good heat preservation effect, by arranging the connecting mechanism, the connecting firmness of the DX inorganic plasticized disassembly-free composite heat preservation formwork can be improved, the falling phenomenon after long-time use is avoided, and by arranging the inserting groove C between the concrete layer and the mortar cement layer B and arranging the inserting groove A between the concrete layer and the heat preservation layer, the heat preservation effect is good. Therefore, the integrity of the DX inorganic plasticized disassembly-free composite thermal insulation template is improved.

Description

Technical Field

[0001] The utility model relates to the technical field of building exterior walls, in particular to a DX inorganic plasticized non-disassembly composite thermal insulation template. Background Art

[0002] DX inorganic plasticized, non-disassembly composite insulation formwork cast-in-place concrete composite insulation system uses composite insulation formwork as permanent external formwork, pours concrete on the inside, and makes cement mortar finishing layer and facing layer on the outside. The non-disassembly composite insulation formwork and concrete are firmly connected together through connectors to form an integrated insulation structure system, collectively referred to as an integrated insulation structure exterior wall insulation system. This system belongs to the cast-in-place reinforced concrete composite insulation structure system, which is suitable for cast-in-place concrete structure projects such as industrial and civil building frame structures, frame-shear structures, and shear wall structures, such as columns, beams, exterior walls, and basement roofs.

[0003] The existing composite insulation board has a short service life, a low degree of integration, and reduced firmness after long-term use. The technical problem to be solved by the present application is to improve the firmness of the insulation template and increase its service life.

[0004] To this end, we propose a DX inorganic plasticized, non-disassembly composite insulation formwork. Utility Model Content

[0005] The utility model mainly solves the technical problems existing in the above-mentioned prior art and provides a DX inorganic plasticized disassembly-free composite thermal insulation template.

[0006] In order to achieve the above-mentioned purpose, the utility model adopts the following technical scheme: a DX inorganic plasticized non-disassembly composite insulation formwork, comprising a concrete layer, an insulation layer is arranged on the right side wall of the concrete layer, a mortar cement A layer is arranged on the side wall of the insulation layer away from the concrete layer, a mortar cement B layer is arranged on the side wall of the concrete layer away from the insulation layer, and a fastening mechanism is arranged on the left and right side walls of the insulation layer. The fastening mechanism comprises a plurality of slots A vertically opened on the left side wall of the insulation layer, and the plurality of slots A are in a vertically parallel state. A plurality of slots B are vertically opened on the side wall of the insulation layer close to the mortar cement A layer. The concrete layer, the insulation layer and the mortar cement B layer are jointly provided with a connecting mechanism, and the connecting mechanism comprises two circular grooves A opened on the left side wall of the mortar cement B layer, and the two circular grooves A are in an upper and lower parallel state. The connecting mechanism also comprises two circular grooves B opened on the right side wall of the insulation layer, and the two circular grooves B are respectively maintained on the same horizontal line with the corresponding two circular grooves A.

[0007] Preferably, two slots C are vertically provided on a wall surface of one side of the mortar cement B layer close to the concrete layer, the two slots C are vertically parallel, and the two slots C are convex-shaped.

[0008] Preferably, a through hole A is opened at the center of the left side wall of the two circular grooves B, and the two through holes A penetrate the insulation layer, the concrete layer and the mortar cement B layer. Four positioning grooves are opened on the left side wall of the two circular grooves B, and the four positioning grooves are evenly distributed on the outside of the through hole A.

[0009] Preferably, a connecting rod is horizontally installed in each of the two through holes A, a chuck A is fixedly connected to the right end of the connecting rod, four positioning bosses are fixedly installed on the side wall of the chuck A close to the connecting rod, the four positioning bosses can be correspondingly engaged in four positioning grooves, and the two chucks A can be engaged in the corresponding two circular grooves B.

[0010] Preferably, a chuck B is engaged in both of the two circular grooves A, a engaging groove is provided on the left wall of the chuck B, a through hole B is horizontally penetrated at the axis of the chuck B, an integrally formed pin can be penetrated and engaged in the through hole B, and the circular part of the pin can be completely engaged in the engaging groove.

[0011] Preferably, alkali-resistant mesh is fixedly installed on the wall surface of the mortar cement B layer and the mortar cement A layer which are away from each other.

[0012] Beneficial Effects

[0013] The utility model provides a DX inorganic plasticized non-disassembly composite thermal insulation template. It has the following beneficial effects:

[0014] 1. This DX inorganic plasticized non-disassembly composite insulation formwork has good insulation effect by setting a concrete layer, an insulation layer, a mortar cement A layer and a mortar cement B layer. By setting a connecting mechanism between the insulation layer, the concrete layer and the mortar cement B layer, the connection firmness of the DX inorganic plasticized non-disassembly composite insulation formwork can be improved to avoid falling off after long-term use. By setting a slot C between the concrete layer and the mortar cement B layer, a slot A between the concrete layer and the insulation layer, and a slot B between the insulation layer and the mortar cement A layer, the integrity of the DX inorganic plasticized non-disassembly composite insulation formwork is improved, and it is more suitable for cast-in-place concrete structure projects such as columns, beams, exterior walls, basement roofs, etc. of industrial and civil building frame structures, frame-shear structures, and shear wall structures.

[0015] 2. This DX inorganic plasticized non-disassembly composite insulation formwork, when in use, the concrete layers in slots A and C are cast-in-place concrete, and the mortar cement A layer in slot B is made of cement mortar. The positioning boss on the chuck A is engaged in the positioning groove on the insulation layer, and the connecting rod passes through the through hole A. The other end of the through hole A passes through the concrete layer and the mortar cement B layer and is connected with the chuck B. The chuck B is located in the circular groove A on the left side of the mortar cement B layer, and then the pin passes through the chuck B and is inserted into the connecting rod, thereby forming a connecting mechanism, further improving the firmness of the DX inorganic plasticized non-disassembly composite insulation formwork and improving its service life. BRIEF DESCRIPTION OF THE DRAWINGS

[0016] Figure 1 It is a schematic diagram of the overall structure;

[0017] Figure 2 Schematic diagram of the insulation layer structure;

[0018] Figure 3 Schematic diagram of the connecting mechanism structure.

[0019] Legend:

[0020] 10. Concrete layer; 11. Insulation layer; 12. Mortar cement layer A; 13. Mortar cement layer B; 14. Slot A; 15. Slot B; 16. Slot C; 17. Circular groove A; 18. Circular groove B; 19. Through hole A; 20. Positioning groove; 21. Chuck A; 22. Connecting rod; 23. Positioning boss; 24. Chuck B; 25. Engaging groove; 26. Through hole B; 27. Pin. DETAILED DESCRIPTION

[0021] Example 1

[0022] See also Figure 1 A DX inorganic plasticized non-disassembly composite thermal insulation formwork comprises a concrete layer 10, a thermal insulation layer 11 is arranged on the right wall of the concrete layer 10, a mortar cement A layer 12 is arranged on the wall of the thermal insulation layer 11 away from the concrete layer 10, a mortar cement B layer 13 is arranged on the wall of the concrete layer 10 away from the thermal insulation layer 11, and fastening mechanisms are arranged on the left and right side walls of the thermal insulation layer 11. The concrete layer 10, the thermal insulation layer 11 and the mortar cement B layer 13 are jointly provided with a connecting mechanism. The fastening mechanism comprises a plurality of slots A14 vertically opened on the left wall of the thermal insulation layer 11, and the plurality of slots A14 are in a vertically parallel state. A plurality of slots B15 are vertically opened on the wall of the side of the thermal insulation layer 11 close to the mortar cement A layer 12. Two slots C16 are vertically opened on the wall of the side of the mortar cement B layer 13 close to the concrete layer 10, and the two slots C16 are in a vertically parallel state, and the two slots C16 are in a convex shape.

[0023] The present application forms a DX inorganic plasticized non-disassembly composite thermal insulation formwork by setting a concrete layer 10, an insulation layer 11, a mortar cement A layer 12 and a mortar cement B layer 13, which has a good thermal insulation effect. By setting a connecting mechanism between the insulation layer 11, the concrete layer 10 and the mortar cement B layer 13, the connection firmness of the DX inorganic plasticized non-disassembly composite thermal insulation formwork can be improved to avoid falling off after long-term use. By setting a slot C16 between the concrete layer 10 and the mortar cement B layer 13, a slot A14 between the concrete layer 10 and the insulation layer 11, and a slot B15 between the insulation layer 11 and the mortar cement A layer 12, the integrity of the DX inorganic plasticized non-disassembly composite thermal insulation formwork is improved, and the formwork is more suitable for cast-in-place concrete structure projects such as industrial and civil building frame structures, frame-shear structures, and shear wall structures, such as columns, beams, exterior walls, basement roofs, etc.

[0024] Example 2

[0025] See also Figure 2-3 On the basis of Example 1, the connection mechanism includes two circular grooves A17 opened on the left wall of the mortar cement B layer 13, and the two circular grooves A17 are in a vertically parallel state. The connection mechanism also includes two circular grooves B18 opened on the right wall of the thermal insulation layer 11, and the two circular grooves B18 are respectively maintained on the same horizontal line with the corresponding two circular grooves A17. A through hole A19 is opened through the center of the left wall of the two circular grooves B18, and the two through holes A19 penetrate the thermal insulation layer 11, the concrete layer 10 and the mortar cement B layer 13. Four positioning grooves 20 are opened on the left wall of the two circular grooves B18, and the four positioning grooves 20 are evenly distributed on the outside of the through hole A19. A connecting rod 22 is horizontally installed in both through-holes A19, and a chuck A21 is fixedly connected to the right end of the connecting rod 22. Four positioning bosses 23 are fixedly installed on the wall surface of the chuck A21 close to the connecting rod 22. The four positioning bosses 23 can be correspondingly engaged in the four positioning grooves 20, and the two chucks A21 can be engaged in the corresponding two circular grooves B18. A chuck B24 is engaged in both circular grooves A17, and an engaging groove 25 is provided on the left wall surface of the chuck B24. A through-hole B26 is horizontally provided at the axis of the chuck B24, and an integrally formed pin 27 can be inserted and engaged in the through-hole B26. The circular part of the pin 27 can be completely engaged in the engaging groove 25. Alkali-resistant mesh is fixedly installed on the wall surface of the mortar cement B layer 13 and the mortar cement A layer 12 away from each other.

[0026] When in use, slot A14 and slot C16 and the concrete layer 10 are cast-in-place concrete, slot B15 and the mortar cement A layer 12 are made of cement mortar, the positioning boss 23 on the chuck A21 is engaged in the positioning groove 20 on the insulation layer 11, the connecting rod 22 passes through the through hole A19, the other end of the through hole A19 passes through the concrete layer 10 and the mortar cement B layer 13 and is connected with the chuck B24, the chuck B24 is located in the circular groove A17 on the left side of the mortar cement B layer 13, and then the pin 27 passes through the chuck B24 and is inserted into the connecting rod 22, thereby forming a connecting mechanism, further improving the firmness of the DX inorganic plasticized disassembly-free composite insulation formwork and improving its service life.

[0027] The above shows and describes the basic principle and main features of the utility model and the advantages of the utility model. The technicians in this industry should understand that the utility model is not limited by the above embodiments, and the above embodiments and descriptions are only for explaining the principle of the utility model. Without departing from the spirit and scope of the utility model, the utility model will have various changes and improvements, and these changes and improvements fall within the scope of the utility model to be protected.

Claims

1. A DX inorganic plasticized non-disassembly composite thermal insulation formwork, comprising a concrete layer, characterized in that: The right wall surface of the concrete layer is provided with an insulation layer, the wall surface of the insulation layer on the side away from the concrete layer is provided with a mortar cement A layer, the wall surface of the concrete layer on the side away from the insulation layer is provided with a mortar cement B layer, and the left and right side walls of the insulation layer are provided with fastening mechanisms, the fastening mechanism includes a plurality of slots A vertically opened on the left wall surface of the insulation layer, and the plurality of slots A are in a vertically parallel state, and a plurality of slots B are vertically opened on the wall surface of the insulation layer close to the mortar cement A layer. The concrete layer, the insulation layer and the mortar cement B layer are jointly provided with a connecting mechanism, and the connecting mechanism includes two circular grooves A opened on the left wall surface of the mortar cement B layer, and the two circular grooves A are in an upper and lower parallel state. The connecting mechanism also includes two circular grooves B opened on the right wall surface of the insulation layer, and the two circular grooves B are respectively maintained on the same horizontal line with the corresponding two circular grooves A.

2. The DX inorganic plasticized non-disassembly composite thermal insulation template according to claim 1 is characterized in that: Two slots C are vertically arranged on a wall surface of one side of the mortar cement B layer close to the concrete layer. The two slots C are vertically parallel and are in a convex shape.

3. The DX inorganic plasticized non-disassembly composite thermal insulation template according to claim 1 is characterized in that: A through-hole A is provided at the center of the left wall of the two circular grooves B. Both through-holes A penetrate the insulation layer, the concrete layer and the mortar cement B layer. Four positioning grooves are provided on the left wall of the two circular grooves B. The four positioning grooves are evenly distributed on the outside of the through-hole A.

4. The DX inorganic plasticized non-disassembly composite thermal insulation template according to claim 3 is characterized by: A connecting rod is horizontally installed in each of the two through holes A, and a chuck A is fixedly connected to the right end of the connecting rod. Four positioning bosses are fixedly installed on the wall surface of the chuck A close to the connecting rod. The four positioning bosses can be correspondingly engaged in four positioning grooves, and the two chucks A can be engaged in the corresponding two circular grooves B.

5. The DX inorganic plasticized non-disassembly composite thermal insulation template according to claim 4 is characterized in that: A chuck B is engaged in both of the circular grooves A, a engaging groove is provided on the left wall of the chuck B, a through hole B is horizontally penetrated through the axis of the chuck B, an integrally formed pin can be penetrated and engaged in the through hole B, and the circular part of the pin can be completely engaged in the engaging groove.

6. The DX inorganic plasticized non-disassembly composite thermal insulation template according to claim 1 is characterized by: Alkali-resistant mesh cloths are fixedly installed on the wall surfaces of the mortar cement B layer and the mortar cement A layer which are away from each other.

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