CN220644682U - Structure heat preservation integrated plate - Google Patents

Structure heat preservation integrated plate Download PDF

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Publication number
CN220644682U
CN220644682U CN202322088398.6U CN202322088398U CN220644682U CN 220644682 U CN220644682 U CN 220644682U CN 202322088398 U CN202322088398 U CN 202322088398U CN 220644682 U CN220644682 U CN 220644682U
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China
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layer
cracking
fireproof
heat
structural
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CN202322088398.6U
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Inventor
陈雪豹
薛林
王玲
董波
刘蕊
王建超
刘延森
谷斐
郭志鹏
白文军
曹志
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China Construction First Group Corp Ltd
China Construction First Bureau Group North China Construction Co Ltd
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China Construction First Group Corp Ltd
China Construction First Bureau Group North China Construction Co Ltd
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Abstract

The utility model relates to a structural heat-insulating integrated plate, which comprises: a first crack-resistant layer, the inner side of which is used as a concrete mould plate surface; a first fire-resistant construction layer overlying the first crack resistant layer; the adhesive layer is covered on the first fireproof structural layer, and at least one end of the adhesive layer and at least one end of the first fireproof structural layer are staggered along the long edge to form a rabbet; a second heat insulating layer or a second fireproof construction layer, which covers the adhesive layer; and the second anti-cracking layer is covered on the second heat insulation layer or the second fireproof construction layer. The boards are spliced again after forming the rabbets at the splicing positions, which is beneficial to reducing the splicing seams and can prevent slurry leakage and dislocation during pouring.

Description

Structure heat preservation integrated plate
Technical Field
The utility model relates to the field of heat preservation boards, in particular to a structural heat preservation integrated board.
Background
When the existing heat-insulating integrated plate with the structure is used as an outer template, large joints between the plates are easy to leak concrete, and are easy to bulge under the load action of the poured concrete so as to generate dislocation, so that the heat-insulating integrated plate with the outer wall surface structure has poor flatness and unsatisfactory effect; the heat insulation material of the heat insulation layer leaks outwards, so that the fire-proof grade cannot meet the requirement.
Disclosure of Invention
The utility model aims to solve the technical problem of providing a structural heat-insulating integrated plate, wherein the plates are spliced again after forming a tongue-and-groove at the splicing position, which is favorable for reducing the splicing seam and can prevent the slurry leakage and the dislocation during pouring.
In order to solve the above problems, a structural insulation integrated board is adopted, which comprises:
a first crack-resistant layer, the inner side of which is used as a concrete mould plate surface;
a first fire-resistant construction layer overlying the first crack resistant layer;
the adhesive layer is covered on the first fireproof structural layer, and at least one end of the adhesive layer and at least one end of the first fireproof structural layer are staggered along the long edge to form a rabbet;
a second heat insulating layer or a second fireproof construction layer, which covers the adhesive layer;
and the second anti-cracking layer is covered on the second heat insulation layer or the second fireproof construction layer.
As a further improvement of the structural heat preservation integrated plate, the first anti-cracking layer and the second anti-cracking layer are anti-cracking mortar anti-cracking layers, and grid cloth is embedded.
As a further improvement of the structural heat-insulating integrated plate, the first fireproof structural layer and the second fireproof structural layer are made of A-level fireproof heat-insulating materials or B-level fireproof heat-insulating materials.
As a further improvement of the structural heat-insulating integrated plate, the bonding layer adopts an anti-crack mortar bonding layer.
As a further improvement of the structural heat preservation integrated plate, the plate type is divided into a standard plate, a male corner plate, a female corner plate, a special-shaped I plate and a special-shaped II plate.
As a further improvement of the structural insulation integrated board, the standard board comprises:
first crack resistant layer: 3mm thick anti-cracking mortar anti-cracking layer embedded with grid cloth;
first fire protection construction layer: b-class fireproof heat-insulating material;
an adhesive layer: 3mm thick anti-crack mortar bonding layer;
a second insulation layer or a second fire protection construction layer: a-grade fireproof heat-insulating material or heat-insulating mortar layer;
a second crack resistant layer: a 7mm thick anti-cracking mortar anti-cracking layer is embedded with grid cloth;
and when the concrete outer wall is constructed, the standard plates are spliced, and tongue-and-groove grooves are formed at the two ends of the standard plates along the long-side staggered joint between the first fireproof structural layer and the bonding layer and are used for splicing large panel materials of the outer wall.
As a further improvement of the structural insulation integrated board, the external corner board and the internal corner board comprise:
first crack resistant layer: 3mm thick anti-cracking mortar anti-cracking layer embedded with grid cloth;
first fire protection construction layer: a B-stage fireproof heat-insulating material layer;
an adhesive layer: 3mm thick anti-crack mortar bonding layer;
a second insulation layer or a second fire protection construction layer: a-grade fireproof heat-insulating material or heat-insulating mortar layer;
a second crack resistant layer: and a 7mm thick anti-crack mortar anti-crack layer is embedded with grid cloth.
Splicing one end of a male corner plate with the special-shaped I plate and the special-shaped II plate at the external corner position of the outer wall, wherein a tongue-and-groove is adopted at the splicing position, and the first cracking-resistant layer and the first fireproof structural layer at the tongue-and-groove position are shorter than the bonding layer, the second heat preservation layer or the second fireproof structural layer and the second cracking-resistant layer;
and splicing the female angle position of the outer wall with the special-shaped I-shaped plate and the special-shaped II-shaped plate by adopting a female angle plate, forming a tongue-and-groove at the splicing position, wherein the first anti-cracking layer and the first fireproof structural layer at the tongue-and-groove position are longer than the bonding layer, the second heat preservation layer or the second fireproof structural layer and the second anti-cracking layer.
As the further improvement of structure heat preservation intergral template, dysmorphism I template and dysmorphism II template include:
first crack resistant layer: 3mm thick anti-cracking mortar anti-cracking layer embedded with grid cloth;
first fire protection construction layer: a B-stage fireproof heat-insulating material layer;
an adhesive layer: 3mm thick anti-crack mortar bonding layer;
a second insulation layer or a second fire protection construction layer; a-grade fireproof heat-insulating material or heat-insulating mortar layer;
a second crack resistant layer: a 7mm thick anti-cracking mortar anti-cracking layer is embedded with grid cloth;
adopting a special-shaped plate I and a special-shaped plate II at the door and window opening, and carrying out staggered joint on one side and one side, wherein the staggered joint edges are arranged at the edges of the door and window opening, and the staggered joint edges form a tongue-and-groove and are overlapped with other plates;
when the special-shaped I template forms a rabbet, the first cracking resistance layer and the first fireproof structural layer are shorter than the bonding layer, the second heat preservation layer or the second fireproof structural layer and the second cracking resistance layer;
when the special-shaped II template forms a rabbet, the first cracking-resistant layer and the first fireproof structural layer are longer than the bonding layer, the second heat-insulating layer or the second fireproof structural layer and the second cracking-resistant layer.
As a further improvement of the structural heat preservation integrated plate, the heat preservation integrated plate further comprises an I-shaped cap, the upper part of the I-shaped cap is small in upper part and large in lower part, the upper part of the I-shaped cap is embedded in the second anti-cracking layer, the lower part of the I-shaped cap is embedded in the first anti-cracking layer, and an anchor rod is arranged at the lower part of the I-shaped cap and extends into the wall.
By adopting the structure, the I-shaped cap with the small upper part and the large lower part can increase the contact area with the concrete wall body, reduce the contact area with the second anti-cracking layer, prevent the too small lower part of the I-shaped cap from drilling into soil together with the anchor rod, reduce the influence on the second anti-cracking layer, avoid the large-area sinking of the plate surface, simultaneously ensure the anchoring effect of the anchor rod and prevent the plate surface from protruding outwards.
The utility model has the following beneficial effects:
(1) The sealing performance is good, and the joint of the plates is overlapped, so that slurry leakage is effectively prevented;
(2) The continuity and the integrity are good, the cold bridge is effectively avoided, and the energy-saving requirement is ensured;
(3) The flatness is good, the surface of the outer wall is integrally flat, and no bulge exists;
(4) The fire resistance is good, and the A-level fireproof material seals edges, so that the fire resistance requirements of most projects are met.
Drawings
Fig. 1 is a schematic diagram of a standard plate structure.
FIG. 2 is a schematic view of the structure of the male corner plate.
FIG. 3 is a schematic view of the inside corner plate structure.
Fig. 4 is a schematic diagram of the structure of the special-shaped I-shaped plate.
Fig. 5 is a schematic diagram of a profiled ii template structure.
Fig. 6 is a schematic diagram of an i-cap anchor.
Reference numerals: 1. a first crack resistant layer; 2. a first fire protection construction layer; 3. a bonding layer; 4. a bolt; 5. an I-shaped cap; 6. a second heat-insulating layer; 7. a second fire protection construction layer; 8. a second crack resistant layer; 9. a tongue and groove.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
In the description of the present utility model, it should be noted that, directions or positional relationships indicated by terms such as "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", etc., are based on directions or positional relationships shown in the drawings, are merely for convenience of description and simplification of description, and do not indicate or imply that the apparatus or element to be referred to must have a specific direction, be constructed and operated in the specific direction, and thus should not be construed as limiting the present utility model; the terms "first," "second," and "third" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance; furthermore, unless explicitly specified and limited otherwise, the terms "mounted," "connected," and "connected" are to be construed broadly, and may be either fixedly connected, detachably connected, or integrally connected, for example; can be mechanically or electrically connected; can be directly connected or indirectly connected through an intermediate medium, and can be communication between two elements. The specific meaning of the above terms in the present utility model will be understood in specific cases by those of ordinary skill in the art.
Example 1
As shown in fig. 1 to 6, a structural insulating integrated board includes: a first crack resistant layer 1, the inner side of which is used as a concrete mould plate surface;
a first fire-resistant construction layer 2 which covers the first crack resistant layer 1;
an adhesive layer 3 covering the first fireproof construction layer 2, wherein at least one end of the adhesive layer 3 and the first fireproof construction layer 2 are staggered along the long side to form a tongue-and-groove 9;
a second heat insulating layer 6 or a second fireproof construction layer 7, which covers the adhesive layer 3;
a second crack resistant layer 8 which overlies the second insulating layer 6 or the second fire resistant construction layer 7.
In this embodiment, the first anti-cracking layer 1 and the second anti-cracking layer 8 are anti-cracking mortar anti-cracking layers, and mesh cloth is embedded.
In this embodiment, the first fireproof construction layer 2 and the second fireproof construction layer 7 are made of a class a fireproof thermal insulation material or a class B fireproof thermal insulation material.
In this embodiment, the adhesive layer 3 is an anti-crack mortar adhesive layer.
In this embodiment, the plate type is divided into a standard plate, a male corner plate, a female corner plate, a special-shaped I plate, and a special-shaped II plate.
In this embodiment, the standard plate includes:
first crack resistant layer 1:3mm thick anti-cracking mortar anti-cracking layer embedded with grid cloth;
first fire-protection construction layer 2: b-class fireproof heat-insulating material;
adhesive layer 3:3mm thick anti-crack mortar bonding layer;
second insulation layer 6 or second fire protection construction layer 7: a-grade fireproof heat-insulating material or heat-insulating mortar layer;
second crack resistant layer 8: a 7mm thick anti-cracking mortar anti-cracking layer is embedded with grid cloth;
and when the concrete outer wall is constructed, standard plates are spliced, grooves are formed at two ends of the standard plates along the long-side staggered joint between the first fireproof structural layer 2 and the bonding layer 3, and the standard plates are used for splicing large panel materials of the outer wall.
In this embodiment, the male and female corner panels comprise:
first crack resistant layer 1:3mm thick anti-cracking mortar anti-cracking layer embedded with grid cloth;
first fire-protection construction layer 2: a B-stage fireproof heat-insulating material layer;
adhesive layer 3:3mm thick anti-crack mortar bonding layer;
second insulation layer 6 or second fire protection construction layer 7: a-grade fireproof heat-insulating material or heat-insulating mortar layer;
second crack resistant layer 8: and a 7mm thick anti-crack mortar anti-crack layer is embedded with grid cloth.
One end of a male angle plate is adopted at the external corner position of the outer wall to be spliced with the special-shaped I-shaped plate and the special-shaped II-shaped plate, a tongue-and-groove is adopted at the splicing position, and the first cracking resistant layer 1 and the first fireproof structural layer 2 at the tongue-and-groove position are shorter than the bonding layer 3, the second heat preservation layer 6 or the second fireproof structural layer 7 and the second cracking resistant layer 8;
and splicing the external wall internal corner position with the special-shaped I-shaped plate and the special-shaped II-shaped plate by adopting a female angle plate, forming a rabbet at the splicing position, wherein the first cracking-resistant layer 1 and the first fireproof structural layer 2 at the rabbet position are longer than the bonding layer 3, the second heat preservation layer 6 or the second fireproof structural layer 7 and the second cracking-resistant layer 8.
In this embodiment, the profiled I and ii templates comprise:
first crack resistant layer 1:3mm thick anti-cracking mortar anti-cracking layer embedded with grid cloth;
first fire-protection construction layer 2: a B-stage fireproof heat-insulating material layer;
adhesive layer 3:3mm thick anti-crack mortar bonding layer;
a second insulation layer 6 or a second fire protection construction layer 7; a-grade fireproof heat-insulating material or heat-insulating mortar layer;
second crack resistant layer 8: a 7mm thick anti-cracking mortar anti-cracking layer is embedded with grid cloth;
adopting a special-shaped plate I and a special-shaped plate II at the door and window opening, and carrying out staggered joint on one side and one side, wherein the staggered joint edges are arranged at the edges of the door and window opening, and the staggered joint edges form a tongue-and-groove and are overlapped with other plates;
when the special-shaped I template forms a tongue-and-groove, the first cracking resistant layer 1 and the first fireproof structural layer 2 are shorter than the bonding layer 3, the second heat preservation layer 6 or the second fireproof structural layer 7 and the second cracking resistant layer 8;
when the special-shaped II template forms a rabbet, the first cracking resistant layer 1 and the first fireproof structural layer 2 are longer than the bonding layer 3, the second heat preservation layer 6 or the second fireproof structural layer 7 and the second cracking resistant layer 8.
In this embodiment, the device further comprises an i-shaped cap 5 with a smaller upper part and a larger lower part, wherein the upper part of the i-shaped cap 5 is embedded in the second anti-cracking layer 8, the lower part of the i-shaped cap 5 is embedded in the first anti-cracking layer 1, and the lower part of the i-shaped cap 5 is provided with an anchor rod 4 extending into the wall.
By adopting the structure, the I-shaped cap with the small upper part and the large lower part can increase the contact area with the concrete wall body, reduce the contact area with the second anti-cracking layer 8, prevent the too small lower part of the I-shaped cap 5 from drilling into soil together with the anchor rod, reduce the influence on the second anti-cracking layer 8, avoid causing large-area sinking of the plate surface, simultaneously ensure the anchoring effect of the anchor rod and prevent the plate surface from protruding outwards.
The utility model adopts the heat-insulating layer and the fireproof structural layer to form the heat-insulating integrated plate with the structure of the tongue-and-groove by edge staggered joint for later splicing. The board is divided into 5 kinds of boards altogether, standard board, external corner board, negative corner board, dysmorphism I template, dysmorphism II template, and the standard board is all the staggered joint along the long limit and is used for the big face of outer wall, and external corner board is used for outer wall external corner department, and the internal corner board is used for outer wall internal corner department, and the seam is used for outer wall door and window entrance to the same place in staggered joint one side of dysmorphism one side. After the boards are spliced, a good whole is formed between the boards through the staggered joint, the A-level fireproof material seals edges, the B-level fireproof material is not leaked outside, the whole flatness, the tightness, the continuity and the integrity of the heat insulation integrated board of the outer wall structure are guaranteed, the fireproof grade requirement is met, and the heat insulation integrated board can be used for most fireproof conditions.
The outer wall is constructed by adopting a structural heat-insulating integrated plate, and the outer wall is cut and spliced to form an outer template and is connected with a concrete wall column into a whole.
The heat-insulating integrated board with the novel structure is characterized in that a groove is formed by the heat-insulating layer and the fireproof structural layer along the long-side staggered joint. On one hand, the boards can be aligned rapidly through the staggered joint of the structural heat-insulating integrated board, the staggered joint rabbet of the structural heat-insulating integrated board is spliced, so that the board joint becomes extremely small, the concrete slurry is not easy to flow out, a cold bridge is avoided, and the continuity, the tightness, the integrity and the flatness of the structural heat-insulating integrated board are ensured; on the other hand, after the novel structure heat preservation integrated plate is spliced, the A-level fireproof structure is formed, the B-level fireproof material is not leaked outside, the fireproof requirement is met, and the novel structure heat preservation integrated plate is suitable for most engineering conditions.
The structural heat-insulating integrated plate is spliced by standard plates during construction of a concrete outer wall; adopting a special-shaped plate I and a special-shaped plate II at the positions of the door and window opening and the like, arranging the seam-aligning edges of the special-shaped plates at the positions of the door and window opening and the like, and overlapping the seam-aligning edges with other plates; splicing the external corner position of the outer wall by adopting a male corner plate and a special-shaped plate; and splicing the female angle plate and the abnormal plate at the female angle position of the outer wall.
Compared with the prior art, the heat-insulating layer and the fireproof structural layer are staggered along the long sides to form the lap joint part between the plates.
Fig. 1 is from top to bottom: a 7mm thick anti-cracking mortar anti-cracking layer is embedded with grid cloth; a-grade fireproof heat-insulating material or heat-insulating mortar layer; 3mm thick anti-crack mortar bonding layer; a B-stage fireproof heat-insulating material layer; and a 3mm thick anti-crack mortar anti-crack layer is embedded with grid cloth.
Fig. 2 is from top to bottom: 3mm thick anti-cracking mortar anti-cracking layer embedded with grid cloth; a B-stage fireproof heat-insulating material layer; 3mm anti-crack mortar bonding layer; a-grade fireproof heat-insulating material or heat-insulating mortar layer; and a 7mm thick anti-crack mortar anti-crack layer is embedded with grid cloth.
Fig. 3 is from top to bottom: a 7mm thick anti-cracking mortar anti-cracking layer is embedded with grid cloth; a-grade fireproof heat-insulating material or heat-insulating mortar layer; 3mm thick anti-crack mortar bonding layer; a B-stage fireproof heat-insulating material layer; and a 3mm thick anti-crack mortar anti-crack layer is embedded with grid cloth.
Fig. 4 is from top to bottom: 3mm thick anti-cracking mortar anti-cracking layer embedded with grid cloth; a B-stage fireproof heat-insulating material layer; 3mm thick anti-crack mortar bonding layer; a-grade fireproof heat-insulating material or heat-insulating mortar layer; and a 7mm anti-cracking mortar anti-cracking layer is embedded with grid cloth.
Fig. 5 is from top to bottom: 3mm of anti-cracking mortar anti-cracking layer, and embedded with grid cloth; a B-stage fireproof heat-insulating material layer; 3mm thick anti-crack mortar bonding layer; a-grade fireproof heat-insulating material or heat-insulating mortar layer; and a 7mm thick anti-crack mortar anti-crack layer is embedded with grid cloth.
The advantages of this embodiment are:
(1) The sealing performance is good, and the joint of the plates is overlapped, so that slurry leakage is effectively prevented;
(2) The continuity and the integrity are good, the cold bridge is effectively avoided, and the energy-saving requirement is ensured;
(3) The flatness is good, the surface of the outer wall is integrally flat, and no bulge exists;
(4) The fire resistance is good, and the A-level fireproof material seals edges, so that the fire resistance requirements of most projects are met.
The foregoing is a further detailed description of the utility model in connection with the preferred embodiments, and it is not intended that the utility model be limited to the specific embodiments described. It will be apparent to those skilled in the art that several equivalent substitutions and obvious modifications can be made without departing from the spirit of the utility model, and the same should be considered to be within the scope of the utility model.

Claims (9)

1. The utility model provides a structure heat preservation intergral template which characterized in that includes:
a first crack-resistant layer (1) whose inner side is a concrete molding surface;
a first fire-protection construction layer (2) which covers the first crack-resistant layer (1);
an adhesive layer (3) which covers the first fireproof structural layer (2), wherein at least one end of the adhesive layer (3) and at least one end of the first fireproof structural layer (2) are staggered along the long side to form a rabbet (9);
a second heat-insulating layer (6) or a second fireproof construction layer (7) which covers the adhesive layer (3);
and a second crack-resistant layer (8) which covers the second heat-insulating layer (6) or the second fireproof construction layer (7).
2. The structural heat preservation integrated plate according to claim 1 is characterized in that the first anti-cracking layer (1) and the second anti-cracking layer (8) are anti-cracking mortar anti-cracking layers, and grid cloth is embedded.
3. The structural heat-insulating integrated plate according to claim 1, wherein the first fireproof structural layer (2) is made of a B-level fireproof heat-insulating material, and the second fireproof structural layer (7) is made of an A-level fireproof heat-insulating material.
4. The structural heat preservation integrated plate according to claim 1 is characterized in that the bonding layer (3) is an anti-crack mortar bonding layer.
5. The structural insulating integrated board according to claim 1, wherein the board type is divided into a standard board, a male corner board, a female corner board, a special-shaped I board and a special-shaped II board.
6. A structural insulated panel according to claim 5, wherein said standard panel comprises:
first crack resistant layer (1): 3mm thick anti-cracking mortar anti-cracking layer embedded with grid cloth;
first fire-protection construction layer (2): b-class fireproof heat-insulating material;
tie layer (3): 3mm thick anti-crack mortar bonding layer;
a second heat-insulating layer (6) or a second fireproof structure layer (7): a-grade fireproof heat-insulating material or heat-insulating mortar layer;
second crack resistant layer (8): a 7mm thick anti-cracking mortar anti-cracking layer is embedded with grid cloth;
and when the concrete outer wall is constructed, standard plates are spliced, grooves are formed at two ends of the standard plates along the long-side staggered joint between the first fireproof structural layer (2) and the bonding layer (3), and the standard plates are used for splicing large panel materials of the outer wall.
7. The structural insulated panel of claim 5, wherein said male and female corner panels comprise:
first crack resistant layer (1): 3mm thick anti-cracking mortar anti-cracking layer embedded with grid cloth;
first fire-protection construction layer (2): a B-stage fireproof heat-insulating material layer;
tie layer (3): 3mm thick anti-crack mortar bonding layer;
a second heat-insulating layer (6) or a second fireproof structure layer (7): a-grade fireproof heat-insulating material or heat-insulating mortar layer;
second crack resistant layer (8): a 7mm thick anti-cracking mortar anti-cracking layer is embedded with grid cloth;
one end of a male corner plate is adopted at the external corner position of the outer wall to be spliced with the special-shaped I-shaped plate and the special-shaped II-shaped plate, a tongue-and-groove is adopted at the splicing position, and the first cracking resistant layer (1) and the first fireproof structural layer (2) at the tongue-and-groove position are shorter than the bonding layer (3), the second heat preservation layer (6) or the second fireproof structural layer (7) and the second cracking resistant layer (8);
and an external wall internal corner position is spliced with the special-shaped I-shaped plate and the special-shaped II-shaped plate by adopting a female angle plate, a tongue-and-groove is formed at the splicing position, and a first cracking-resistant layer (1) and a first fireproof structural layer (2) at the tongue-and-groove position are longer than the bonding layer (3), the second heat preservation layer (6) or the second fireproof structural layer (7) and the second cracking-resistant layer (8).
8. The structural insulated panel of claim 5, wherein the profiled I and ii panels comprise:
first crack resistant layer (1): 3mm thick anti-cracking mortar anti-cracking layer embedded with grid cloth;
first fire-protection construction layer (2): a B-stage fireproof heat-insulating material layer;
tie layer (3): 3mm thick anti-crack mortar bonding layer;
a second heat-insulating layer (6) or a second fireproof construction layer (7); a-grade fireproof heat-insulating material or heat-insulating mortar layer;
second crack resistant layer (8): a 7mm thick anti-cracking mortar anti-cracking layer is embedded with grid cloth;
adopting a special-shaped plate I and a special-shaped plate II at the door and window opening, and carrying out staggered joint on one side and one side, wherein the staggered joint edges are arranged at the edges of the door and window opening, and the staggered joint edges form a tongue-and-groove and are overlapped with other plates;
when the special-shaped I template forms a rabbet, the first cracking resistant layer (1) and the first fireproof structural layer (2) are shorter than the bonding layer (3), the second heat preservation layer (6) or the second fireproof structural layer (7) and the second cracking resistant layer (8);
when the special-shaped II template forms a tongue-and-groove, the first cracking-resistant layer (1) and the first fireproof structural layer (2) are longer than the bonding layer (3), the second heat preservation layer (6) or the second fireproof structural layer (7) and the second cracking-resistant layer (8).
9. The structural heat preservation integrated plate according to claim 1, further comprising an I-shaped cap (5), wherein the upper part of the I-shaped cap (5) is small in upper part and large in lower part, the upper part of the I-shaped cap (5) is embedded in the second anti-cracking layer (8), the lower part of the I-shaped cap (5) is embedded in the first anti-cracking layer (1), and an anchor rod (4) is arranged at the lower part of the I-shaped cap (5) and extends into a wall.
CN202322088398.6U 2023-08-04 2023-08-04 Structure heat preservation integrated plate Active CN220644682U (en)

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Application Number Priority Date Filing Date Title
CN202322088398.6U CN220644682U (en) 2023-08-04 2023-08-04 Structure heat preservation integrated plate

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202322088398.6U CN220644682U (en) 2023-08-04 2023-08-04 Structure heat preservation integrated plate

Publications (1)

Publication Number Publication Date
CN220644682U true CN220644682U (en) 2024-03-22

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Application Number Title Priority Date Filing Date
CN202322088398.6U Active CN220644682U (en) 2023-08-04 2023-08-04 Structure heat preservation integrated plate

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Country Link
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