CN217461446U - Cast-in-place concrete dismounting-free composite template - Google Patents
Cast-in-place concrete dismounting-free composite template Download PDFInfo
- Publication number
- CN217461446U CN217461446U CN202220778287.0U CN202220778287U CN217461446U CN 217461446 U CN217461446 U CN 217461446U CN 202220778287 U CN202220778287 U CN 202220778287U CN 217461446 U CN217461446 U CN 217461446U
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- China
- Prior art keywords
- connecting piece
- steel mesh
- cast
- fire prevention
- heated board
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- 239000004567 concrete Substances 0.000 title claims abstract description 24
- 239000002131 composite material Substances 0.000 title claims abstract description 14
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 30
- 239000010959 steel Substances 0.000 claims abstract description 30
- 239000004570 mortar (masonry) Substances 0.000 claims abstract description 19
- 230000002265 prevention Effects 0.000 claims abstract description 15
- 238000011065 in-situ storage Methods 0.000 claims abstract description 5
- 150000001875 compounds Chemical class 0.000 claims abstract description 4
- 238000009413 insulation Methods 0.000 claims description 9
- 230000000903 blocking effect Effects 0.000 claims description 4
- 238000010276 construction Methods 0.000 abstract description 2
- 230000000694 effects Effects 0.000 abstract description 2
- 239000002002 slurry Substances 0.000 abstract description 2
- 239000004568 cement Substances 0.000 description 3
- 239000000843 powder Substances 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 238000001035 drying Methods 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 239000012744 reinforcing agent Substances 0.000 description 2
- 238000000926 separation method Methods 0.000 description 2
- NTHWMYGWWRZVTN-UHFFFAOYSA-N sodium silicate Chemical compound [Na+].[Na+].[O-][Si]([O-])=O NTHWMYGWWRZVTN-UHFFFAOYSA-N 0.000 description 2
- 229920002748 Basalt fiber Polymers 0.000 description 1
- 235000008733 Citrus aurantifolia Nutrition 0.000 description 1
- 239000004115 Sodium Silicate Substances 0.000 description 1
- 235000011941 Tilia x europaea Nutrition 0.000 description 1
- YKTSYUJCYHOUJP-UHFFFAOYSA-N [O--].[Al+3].[Al+3].[O-][Si]([O-])([O-])[O-] Chemical compound [O--].[Al+3].[Al+3].[O-][Si]([O-])([O-])[O-] YKTSYUJCYHOUJP-UHFFFAOYSA-N 0.000 description 1
- 239000004964 aerogel Substances 0.000 description 1
- 230000004075 alteration Effects 0.000 description 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- YALMXYPQBUJUME-UHFFFAOYSA-L calcium chlorate Chemical compound [Ca+2].[O-]Cl(=O)=O.[O-]Cl(=O)=O YALMXYPQBUJUME-UHFFFAOYSA-L 0.000 description 1
- 239000001913 cellulose Substances 0.000 description 1
- 229920002678 cellulose Polymers 0.000 description 1
- 239000003638 chemical reducing agent Substances 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 239000000571 coke Substances 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 229910052602 gypsum Inorganic materials 0.000 description 1
- 239000010440 gypsum Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000004571 lime Substances 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000011490 mineral wool Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 229920003023 plastic Polymers 0.000 description 1
- 229920002401 polyacrylamide Polymers 0.000 description 1
- 229920006327 polystyrene foam Polymers 0.000 description 1
- 235000019353 potassium silicate Nutrition 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 229910021487 silica fume Inorganic materials 0.000 description 1
- 229910052911 sodium silicate Inorganic materials 0.000 description 1
- 238000007711 solidification Methods 0.000 description 1
- 230000008023 solidification Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
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Abstract
The utility model discloses a cast in situ concrete exempts from to tear open compound die board, including gathering energy A level fire prevention heated board, can dismantle respectively in the both sides of gathering energy A level fire prevention heated board and be connected with first connecting piece and second connecting piece, and can dismantle respectively through first connecting piece and second connecting piece in the both sides of gathering energy A level fire prevention heated board and be connected with first steel mesh and second steel mesh, first bonding mortar and second bonding mortar have been pour respectively to one side of first steel mesh and second steel mesh. The cast-in-place concrete disassembly-free composite template does not need to be disassembled after the effect of fixing concrete slurry by a common template is finished, and the cast-in-place concrete disassembly-free composite template and a concrete wallboard form an integral wallboard, so that the construction is simple, and the fireproof, heat-insulating and sound-insulating functions are enhanced.
Description
Technical Field
The utility model relates to a composite formwork technical field specifically is cast in situ concrete exempts from to tear open composite formwork.
Background
The composite template is a main material of a wall body commonly used in the building industry, and is a product mainly pushed at present due to the light weight, simple and convenient installation and less consumed raw materials of the plate;
in the traditional concrete wallboard pouring, steel or wood templates are arranged on two sides, and the templates on the two sides are dismantled after the concrete wallboard is solidified and dried, so that a concrete pouring non-dismantling composite template is provided.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide cast in situ concrete exempts from to tear open composite forms to concrete wallboard that proposes in solving above-mentioned background art is pour and is all to settle steel or wooden template in both sides, treats the concrete wallboard and solidifies the problem of demolising the both sides template again after the drying.
In order to achieve the above object, the utility model provides a following technical scheme: cast in situ concrete exempts from to tear open compound template, including gathering energy A level fire prevention heated board, gather the both sides of energy A level fire prevention heated board and can dismantle respectively and be connected with first connecting piece and second connecting piece, and gather the both sides of energy A level fire prevention heated board and can dismantle respectively through first connecting piece and second connecting piece and be connected with first steel mesh and second steel mesh, first bonding mortar and second bonding mortar have been pour respectively to one side of first steel mesh and second steel mesh.
Preferably, the first connecting piece and the second connecting piece are composed of a locking cap, a blocking piece and a screw rod, the blocking piece is welded at one end of the screw rod, and the locking cap is in threaded connection with the outer side of the screw rod.
Preferably, one side of the energy-gathering A-level fireproof heat-insulation plate is provided with a plurality of groups of through holes, the through holes penetrate through the other side of the energy-gathering A-level fireproof heat-insulation plate, and the screw rods are inserted into the through holes.
Preferably, the first and second bonding mortars are the same thickness.
Compared with the prior art, the beneficial effects of the utility model are that: the cast-in-place concrete disassembly-free composite template does not need to be disassembled after the effect of fixing concrete slurry by a common template is finished, and the cast-in-place concrete disassembly-free composite template and a concrete wallboard form an integral wallboard, so that the construction is simple, and the fireproof, heat-insulating and sound-insulating functions are enhanced.
Drawings
Fig. 1 is a schematic view of the overall structure of the present invention;
fig. 2 is a schematic structural diagram of the first connecting member of the present invention.
In the figure: 1. energy-gathering A-level fireproof insulation board; 2. a first bonding mortar; 3. a first steel mesh; 4. a first connecting member; 5. a second connecting member; 6. a second steel mesh; 7. a second bonding mortar; 8. a locking cap; 9. a baffle plate; 10. a screw.
Detailed Description
In order to make the technical means, creation features, achievement purposes and functions of the present invention easy to understand, the present invention is further described below with reference to the following embodiments.
In the description of the present invention, it should be noted that the terms "upper", "lower", "inner", "outer", "front end", "rear end", "both ends", "one end", "the other end" and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplification of description, but do not indicate or imply that the device or element to which the reference is made must have a specific orientation, be constructed in a specific orientation, and be operated, and thus, should not be construed as limiting the present invention. Furthermore, the terms "first" and "second" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.
In the description of the present invention, it is to be noted that, unless otherwise explicitly specified or limited, the terms "mounted," "disposed," "connected," and the like are to be construed broadly, and for example, "connected" may be either fixedly connected or detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present invention can be understood in specific cases to those skilled in the art.
Referring to fig. 1-2, the present invention provides a technical solution: cast-in-place concrete exempts from to tear open compound template, including gathering ability A level fire prevention heated board 1, the both sides of gathering ability A level fire prevention heated board 1 can be dismantled respectively and be connected with first connecting piece 4 and second connecting piece 5, first connecting piece 4 and second connecting piece 5 are by locking cap 8, separation blade 9 and screw rod 10 are constituteed, separation blade 9 welding is in the one end of screw rod 10, locking cap 8 threaded connection is in the outside of screw rod 10, and the both sides of gathering ability A level fire prevention heated board 1 can be dismantled respectively through first connecting piece 4 and second connecting piece 5 and be connected with first steel mesh 3 and second steel mesh 6, first connecting piece 4 and second connecting piece 5, can conveniently fix first steel mesh 3 and second steel mesh 6 in the both sides of gathering ability A level fire prevention heated board 1, one side of gathering ability A level fire prevention heated board 1 has seted up the multiunit perforation, the perforation runs through to the opposite side of gathering ability A level fire prevention heated board 1, screw rod 10 pegs graft in the perforation, the through holes are convenient for inserting the screw rods 10, the first bonding mortar 2 and the second bonding mortar 7 are respectively poured on one sides of the first steel mesh 3 and the second steel mesh 6, the thicknesses of the first bonding mortar 2 and the second bonding mortar 7 are the same, and pouring is convenient, so that the first bonding mortar 2 and the second bonding mortar 7 are kept consistent.
The working principle is as follows: firstly, a first steel mesh 3 and a second steel mesh 6 are connected on two sides of an energy-gathered A-level fireproof heat-insulation plate 1 through a first connecting piece 4 and a second connecting piece 5, the first steel mesh 3 and the second steel mesh 6 can also use fiber-reinforced high-performance plastic meshes, and finally, first bonding mortar 2 and second bonding mortar 7 are poured on the outer sides of the first steel mesh 3 and the second steel mesh 6, so that the first steel mesh 3 and the second steel mesh 6 are bonded with the energy-gathered A-level fireproof heat-insulation plate 1 to form an integrated plate with high strength, and the energy-gathered A-level fireproof heat-insulation plate 1 is formed by 90-120KJ of cement, 8-12KJ of polystyrene foam particles, 5-10KJ of coke breeze, 3-10KJ of silica fume, 1-5KJ of mineral wool fibers (basalt fibers), 0.5-3KJ of aerogel powder, 0.3-1KJ of high-school water reducing agent, 0.5-3KJ of high-quality rubber powder, 1-5KJ of lime, 1-5KJ of gypsum, 0.1-0.5KJ of aluminum powder, 1-5KJ of calcium chlorate, 1-5KJ of water glass (liquid sodium silicate), 0.5-2KJ of early strength agent, 0.5-1KJ of cement reinforcing agent, 0.2-2KJ of winter cement reinforcing agent, 1-5KJ of aluminum silicate powder, 0.2-1KJ of cellulose, 0.1-0.5KJ of polyacrylamide and 30-50KJ of water are sequentially added into water and continuously stirred at normal temperature, the mixture is poured into a mold after being uniformly stirred, and the energy-gathering A-level fireproof heat-insulation board 1 is obtained after drying and solidification.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (4)
1. Cast in situ concrete exempts from to tear open compound template, including gathering A level fire prevention heated board (1), its characterized in that: gather the both sides of energy A level fire prevention heated board (1) and can dismantle respectively and be connected with first connecting piece (4) and second connecting piece (5), and the both sides of gathering energy A level fire prevention heated board (1) can dismantle respectively through first connecting piece (4) and second connecting piece (5) and be connected with first steel mesh (3) and second steel mesh (6), first bonding mortar (2) and second bonding mortar (7) have been pour respectively to one side of first steel mesh (3) and second steel mesh (6).
2. The cast-in-place concrete disassembly-free composite template according to claim 1, characterized in that: the first connecting piece (4) and the second connecting piece (5) are composed of a locking cap (8), a blocking piece (9) and a screw rod (10), the blocking piece (9) is welded at one end of the screw rod (10), and the locking cap (8) is in threaded connection with the outer side of the screw rod (10).
3. The cast-in-place concrete disassembly-free composite template according to claim 2, characterized in that: a plurality of groups of through holes are formed in one side of the energy-gathering A-level fireproof heat-insulation plate (1), the through holes penetrate through the other side of the energy-gathering A-level fireproof heat-insulation plate (1), and the screw rods (10) are inserted into the through holes.
4. The cast-in-place concrete disassembly-free composite template according to claim 1, characterized in that: the first bonding mortar (2) and the second bonding mortar (7) have the same thickness.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220778287.0U CN217461446U (en) | 2022-04-06 | 2022-04-06 | Cast-in-place concrete dismounting-free composite template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220778287.0U CN217461446U (en) | 2022-04-06 | 2022-04-06 | Cast-in-place concrete dismounting-free composite template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217461446U true CN217461446U (en) | 2022-09-20 |
Family
ID=83267774
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202220778287.0U Active CN217461446U (en) | 2022-04-06 | 2022-04-06 | Cast-in-place concrete dismounting-free composite template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217461446U (en) |
-
2022
- 2022-04-06 CN CN202220778287.0U patent/CN217461446U/en active Active
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