CN217711266U - Cast in situ concrete exempts from to tear open heat preservation template - Google Patents

Cast in situ concrete exempts from to tear open heat preservation template Download PDF

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Publication number
CN217711266U
CN217711266U CN202222042462.2U CN202222042462U CN217711266U CN 217711266 U CN217711266 U CN 217711266U CN 202222042462 U CN202222042462 U CN 202222042462U CN 217711266 U CN217711266 U CN 217711266U
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mortar layer
bonding mortar
heat preservation
concrete
cast
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CN202222042462.2U
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Chinese (zh)
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常超
陈彬彬
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Langfang Haoshuo Energy Saving Technology Co ltd
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Langfang Haoshuo Energy Saving Technology Co ltd
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    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A30/00—Adapting or protecting infrastructure or their operation
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02B—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO BUILDINGS, e.g. HOUSING, HOUSE APPLIANCES OR RELATED END-USER APPLICATIONS
    • Y02B30/00—Energy efficient heating, ventilation or air conditioning [HVAC]
    • Y02B30/90—Passive houses; Double facade technology

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Abstract

The utility model discloses a cast-in-place concrete non-dismantling heat preservation template, which comprises an inner bonding mortar layer, a heat preservation plate, an outer bonding mortar layer and a connecting column; the utility model discloses a concreting is connected on interior bonding mortar layer, keep warm through the heated board, fix the protection through outer bonding mortar layer and live the heated board, connect the interior bonding mortar layer of subtend through the spliced pole, heated board and outer bonding mortar layer, thereby make concrete placement between it, through burying the more fastening that the piece makes interior bonding mortar layer and concrete connection, make interior bonding mortar layer connect the spliced pole through interior formula mounting hole that sinks, make outer bonding mortar layer connect the spliced pole through outer formula mounting hole that sinks, it is more firm with concrete contact to make interior bonding mortar layer through cellular lug, be the piece of burying of fretwork form through the side, can make concrete get into it inside, thereby make and bury more solidification between piece and the concrete.

Description

Cast in situ concrete exempts from to tear open heat preservation template
Technical Field
The utility model relates to a heat preservation template technical field specifically is a cast in situ concrete exempts from to tear open heat preservation template.
Background
At present, in order to meet the energy-saving requirement, the outer wall of a newly-built concrete shear wall building needs a structure with a heat-insulating layer, and the scheme for solving the heat-insulating problem in the prior art mainly comprises two schemes, namely, firstly, a heat-insulating material plate with a steel wire mesh is placed on the inner side of an outer template, the concrete is combined with a concrete wall body through wire insertion during pouring, and after the template is removed, the concrete is plastered and used as outer wall decoration; secondly, the concrete main body is firstly constructed, then the heat insulation board is pasted, and after the net is added and the nailing is carried out for reinforcement, the wall decoration is carried out. Both the two schemes need to put up a scaffold or a hanging bracket again, and have wet operations such as plastering, coating and the like, so that high-altitude operation and fire hazard exist.
Through retrieval, the publication number is CN204492154U, the name is cast-in-place concrete heat preservation non-dismantling template patent, the patent sets up a plurality of first channels and second channels communicating the inside and outside both sides of the heat preservation in the heat preservation, the first channels and second channels incline in opposite directions and set up with each other, form the bonding mortar post or bonding mortar in first channel and second channel and connect the letter, both ends that bonding mortar post or bonding mortar connect the letter form an organic whole structure with inside bonding mortar layer and outside bonding mortar layer respectively, the bonding mortar post or bonding mortar connecting cylinder plays the function of connecting the inside and outside of heat preservation, the overall strength of compound heat preservation exterior sheathing has been improved, in order to can better adapt to cast-in-place concrete and the requirement of dismantling-free. Two layers of grid cloth are arranged in the heat preservation transition layer, a single layer of grid cloth is arranged in the inner bonding mortar layer, the overall strength of each layer is improved, and the first channels and the second channels are arranged at intervals in a staggered mode, so that the strength performance of the whole composite heat preservation template is more uniform.
But present cast in situ concrete heat preservation exempts from to tear open template when connecting formation cavity and pour concrete, still need to use outside reinforcing bar or pillar, and the cooperation of exempting from to tear open the template with the heat preservation is not enough, probably produces the joint hole, causes the concrete of pouring to flow, and the template is exempted from to tear open in the heat preservation simultaneously and concrete joining force of pouring is not enough, probably causes the falling of heat preservation exempting from to tear open the template, causes engineering error.
SUMMERY OF THE UTILITY MODEL
In view of the problems in the prior art, the utility model discloses a cast-in-place concrete non-dismantling heat preservation template, which adopts the technical proposal that the cast-in-place concrete non-dismantling heat preservation template comprises an inner bonding mortar layer, a heat preservation plate, an outer bonding mortar layer and a connecting column; the center of the inner side surface of the inner bonding mortar layer is fixedly provided with an embedded block, and the upper, lower, left and right sides of the inner side surface of the inner bonding mortar layer are respectively and symmetrically provided with inner sunken mounting holes; the shape and size of the outer bonding mortar layer are consistent with those of the inner bonding mortar layer, and outer sunken mounting holes corresponding to the inner sunken mounting holes are formed in the outer side surface of the outer bonding mortar layer; the insulation board is fixedly arranged between the inner bonding mortar layer and the outer bonding mortar layer; the one end and the interior mortar layer that bonds of spliced pole, heated board and outer mortar layer that bonds are connected, connect the concrete of pouring through interior mortar layer that bonds, keep warm through the heated board, come fixed protection heated board through outer mortar layer that bonds, connect the interior mortar layer of subtend through the spliced pole, heated board and outer mortar layer that bonds, thereby make concrete placement between it, make the fastening more that interior mortar layer and concrete are connected through burying the piece, make interior mortar layer connection spliced pole through interior formula mounting hole that sinks, make outer mortar layer connection spliced pole that bonds through outer formula mounting hole that sinks.
As the utility model discloses a preferred technical scheme of cast in situ concrete exempts from to tear open insulation formwork, even fixed mounting has cellular lug on the medial surface on interior bonding mortar layer, it is rectangle massive structure to bury the piece, the side of burying the piece is the fretwork form, can make interior bonding mortar layer and concrete contact more firm through cellular lug, is the piece of burying of fretwork form through the side, can make the concrete get into it inside to the messenger buries more solidification between piece and the concrete.
As the utility model discloses a preferred technical scheme of cast in situ concrete exempts from to tear open insulation formwork, fixed mounting has interior X-shaped strengthening rib on the lateral surface on interior bonding mortar layer, fixed mounting has outer X-shaped strengthening rib on the medial surface on outer bonding mortar layer, through interior X-shaped strengthening rib and outer X-shaped strengthening rib increase interior bonding mortar layer and the structural strength between the outer bonding mortar layer, increase simultaneously and the heated board between area of contact to make heated board and interior bonding mortar layer and the laminating more between the outer bonding mortar layer.
As the utility model discloses a cast in situ concrete exempts from to tear open preferred technical scheme of heat preservation template, seted up the mounting hole on the heated board, and the mounting hole is corresponding with interior formula mounting hole that sinks, the X-shaped recess has been seted up to the symmetry on the medial surface of heated board and the lateral surface, the X-shaped recess can just in time make the spliced pole pass through the mounting hole with interior X-shaped strengthening rib and outer X-shaped strengthening rib joint inside it to fix the heated board, come laminating interior X-shaped strengthening rib and outer X-shaped strengthening rib through X-shaped recess.
As the utility model discloses a preferred technical scheme of cast in situ concrete exempts from to tear open insulation formwork, the spliced pole contains cylinder, spacing ring, external screw thread and fixation nut, the cylinder can pass interior formula mounting hole, outer formula mounting hole and the installation through-hole that sinks, the spacing ring has two, and two fixed cup joints in the both ends department of cylinder of spacing ring, and in the spacing ring can just in time block into the formula mounting hole that sinks, the external screw thread is seted up in the both ends department of cylinder, and is located the outside of two spacing rings respectively, fixation nut screw thread is installed on the external screw thread, and in fixation nut can be located outer formula mounting hole that sinks, connects the interior bonding mortar layer, heated board and the outer bonding mortar layer of subtend through the cylinder, restricts the mounted position on interior bonding mortar layer through spacing ring, fixes interior bonding mortar layer, heated board and outer bonding mortar layer on the cylinder through external screw thread and fixation nut.
The utility model has the advantages that: the utility model discloses a concrete that pours is connected on interior bonding mortar layer, keep warm through the heated board, come fixed protection heated board through outer bonding mortar layer, connect the interior bonding mortar layer of subtend through the spliced pole, heated board and outer bonding mortar layer, thereby make concrete placement between it, make the fastening more that interior bonding mortar layer and concrete are connected through burying the piece, make interior bonding mortar layer connect the spliced pole through interior formula mounting hole, make outer bonding mortar layer connect the spliced pole through outer formula mounting hole, can make interior bonding mortar layer and concrete contact more firmly through cellular lug, be the embedding piece of fretwork form through the side, can make concrete get into it inside, thereby make to bury more solidification between piece and the concrete, through interior X shape strengthening rib and outer X shape strengthening rib increase interior bonding mortar layer and the structural strength between the outer bonding mortar layer, increase and the area of contact between the heated board simultaneously, thereby make the fixed connection post of interior bonding mortar layer and the outer bonding mortar layer come through the mounting hole, thereby make the fixed connection of interior bonding mortar layer and pass through the fixed nut of X bonding mortar layer and the external screw thread through the fixed connection cylinder of the mounting hole, thereby the heated board comes the fixed connection of interior bonding mortar layer and the fixed connection of external screw thread through the X bonding mortar layer and the fixed connection cylinder body, thereby the heated board, thereby the fixed connection of the heated board and the external screw thread through the fixed connection of the internal bonding mortar layer and the fixed connection cylinder of the external screw thread.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic structural view of an internally bonded mortar layer according to the present invention;
FIG. 3 is a schematic view of the inner side structure of the internally bonded mortar layer of the present invention;
FIG. 4 is a schematic structural view of the externally bonded mortar layer of the present invention;
FIG. 5 is a schematic view of the structure of the heat-insulating board of the present invention;
FIG. 6 is a schematic view of the structure of the connection column of the present invention;
fig. 7 is a schematic view of the connection and installation structure of the present invention.
In the figure: 1-inner bonding mortar layer, 101-inner sunken type mounting hole, 102-inner X-shaped reinforcing rib, 103-embedded block, 104-honeycomb-shaped bump, 2-insulation board, 201-mounting through hole, 202-X-shaped groove, 3-outer bonding mortar layer, 301-outer sunken type mounting hole, 302-outer X-shaped reinforcing rib, 4-connecting column, 41-column, 42-limiting ring, 43-external thread and 44-fixing nut.
Detailed Description
Example 1
As shown in fig. 1 to 7, the utility model discloses a cast-in-place concrete non-dismantling heat preservation formwork, which adopts the technical proposal that the cast-in-place concrete non-dismantling heat preservation formwork comprises an inner bonding mortar layer 1, a heat preservation plate 2, an outer bonding mortar layer 3 and a connecting column 4; an embedded block 103 is fixedly installed at the center of the inner side surface of the inner bonding mortar layer 1, and inner sunken mounting holes 101 are symmetrically formed in the upper, lower, left and right sides of the inner side surface of the inner bonding mortar layer 1 respectively; the shape and size of the outer bonding mortar layer 3 are consistent with those of the inner bonding mortar layer 1, and outer sunken mounting holes 301 corresponding to the inner sunken mounting holes 101 are formed in the outer side surface of the outer bonding mortar layer 3; the insulation board 2 is fixedly arranged between the inner bonding mortar layer 1 and the outer bonding mortar layer 3; one end of the connecting column 4 is connected with the inner bonding mortar layer 1, the heat preservation plate 2 and the outer bonding mortar layer 3, the poured concrete is connected through the inner bonding mortar layer 1, the heat preservation is carried out through the heat preservation plate 2, the heat preservation plate 2 is fixedly protected through the outer bonding mortar layer 3, the inner bonding mortar layer 1, the heat preservation plate 2 and the outer bonding mortar layer 3 which are opposite to each other are connected through the connecting column 4, so that the concrete is poured among the connecting columns, the inner bonding mortar layer 1 is more tightly connected with the concrete through the embedded block 103, the inner bonding mortar layer 1 is connected with the connecting column 4 through the inner sunken type mounting hole 101, the outer bonding mortar layer 3 is connected with the connecting column 4 through the outer sunken type mounting hole 301, the honeycomb-shaped convex blocks 104 are uniformly and fixedly mounted on the inner side surface of the inner bonding mortar layer 1, the embedded block 103 is of a rectangular block structure, the side surface of the embedded block 103 is of a hollow shape, the contact between the inner bonding mortar layer 1 and the concrete is firmer through the honeycomb-shaped convex block 104, the concrete can enter the inner part of the embedded block 103 with the hollowed-out side surface, the embedded block 103 and the concrete are more solidified, the inner X-shaped reinforcing rib 102 is fixedly arranged on the outer side surface of the inner bonding mortar layer 1, the outer X-shaped reinforcing rib 302 is fixedly arranged on the inner side surface of the outer bonding mortar layer 3, the structural strength between the inner bonding mortar layer 1 and the outer bonding mortar layer 3 is increased through the inner X-shaped reinforcing rib 102 and the outer X-shaped reinforcing rib 302, the contact area between the insulation board 2 and the insulation board is increased, the insulation board 2 is more attached to the inner bonding mortar layer 1 and the outer bonding mortar layer 3, the installation through hole 201 is formed in the insulation board 2, and the installation through hole 201 corresponds to the inner sunken installation hole 101, the inner side surface and the outer side surface of the heat insulation board 2 are symmetrically provided with X-shaped grooves 202, the X-shaped grooves 202 can just clamp the inner X-shaped reinforcing ribs 102 and the outer X-shaped reinforcing ribs 302 in the heat insulation board 2, the connecting column 4 can penetrate through the mounting through holes 201 to fix the heat insulation board 2, the inner X-shaped reinforcing ribs 102 and the outer X-shaped reinforcing ribs 302 are attached through the X-shaped grooves 202, the connecting column 4 comprises a column body 41, a limiting ring 42, external threads 43 and a fixing nut 44, the column body 41 can penetrate through the inner sunken mounting hole 101, the outer sunken mounting hole 301 and the mounting through holes 201, the limiting rings 42 are provided with two limiting rings 42, the two limiting rings 42 are fixedly sleeved at the two ends of the column body 41, the limiting rings 42 can just clamp the inner sunken mounting holes 101, the external threads 43 are arranged at the two ends of the column body 41 and are respectively positioned at the outer sides of the two limiting rings 42, the fixing nut 44 is installed on the external thread 43 in a threaded manner, the fixing nut 44 can be located in the outer sunken installation hole 301, the opposite inner bonding mortar layer 1, the insulation board 2 and the outer bonding mortar layer 3 are connected through the column body 41, the installation position of the inner bonding mortar layer 1 is limited through the limiting ring 42, the inner bonding mortar layer 1, the insulation board 2 and the outer bonding mortar layer 3 are fixed on the column body 41 through the external thread 43 and the fixing nut 44, the two honeycomb-shaped lugs 104 of the inner bonding mortar layer 1 are correspondingly placed inwards, the two ends of the column body 41 are inserted into the inner sunken installation holes 101 of the two inner bonding mortar layers 1, the limiting ring 42 is clamped by the inner sunken installation holes 101, the external thread 43 penetrates through the installation through holes 201 of the two insulation boards 2 and is exposed from the outer sunken installation holes 301 of the two outer bonding mortar layers 3, and then the fixing nut 44 is screwed on the external thread 43 in the outer sunken installation hole 301, after screwing, a cavity is formed between the two inner bonding mortar layers 1, concrete is poured inwards, the concrete is adhered to the inner bonding mortar layers 1 through the honeycomb-shaped bumps 104, the embedded blocks 103 are embedded in the concrete, and the columns 41 are also embedded in the concrete.
The utility model discloses a theory of operation: the two honeycomb-shaped convex blocks 104 of the two inner bonding mortar layers 1 are correspondingly placed inwards, the two ends of the cylinder 41 are inserted into the inner sunken mounting holes 101 of the two inner bonding mortar layers 1, the limiting rings 42 are clamped by the inner sunken mounting holes 101, the external threads 43 penetrate through the mounting through holes 201 of the two heat insulation boards 2 and are exposed from the outer sunken mounting holes 301 of the two outer bonding mortar layers 3, then the fixing nuts 44 are screwed on the external threads 43 in the outer sunken mounting holes 301, after screwing, a cavity is formed between the two inner bonding mortar layers 1, concrete is poured inwards, the concrete is adhered to the inner bonding mortar layers 1 through the honeycomb-shaped convex blocks 104, the embedding blocks 103 are embedded into the concrete, and the cylinder 41 is also embedded into the concrete.
Components not described in detail herein are prior art.
Although the present invention has been described in detail with reference to the specific embodiments, the present invention is not limited to the above embodiments, and various changes can be made without departing from the spirit of the present invention within the knowledge range of those skilled in the art, and modifications or variations without creative efforts are still within the scope of the present invention.

Claims (5)

1. The cast-in-place concrete disassembly-free heat preservation formwork is characterized by comprising an inner bonding mortar layer (1), a heat preservation plate (2), an outer bonding mortar layer (3) and a connecting column (4); an embedded block (103) is fixedly installed at the center of the inner side face of the inner bonding mortar layer (1), and inner sunken type installation holes (101) are respectively and symmetrically formed in the upper, lower, left and right sides of the inner side face of the inner bonding mortar layer (1); the shape and size of the outer bonding mortar layer (3) are consistent with those of the inner bonding mortar layer (1), and outer sunken mounting holes (301) corresponding to the inner sunken mounting holes (101) are formed in the outer side surface of the outer bonding mortar layer (3); the insulation board (2) is fixedly arranged between the inner bonding mortar layer (1) and the outer bonding mortar layer (3);
one end of the connecting column (4) is connected with the inner bonding mortar layer (1), the heat insulation board (2) and the outer bonding mortar layer (3).
2. The cast-in-place concrete disassembly-free heat preservation formwork of claim 1, wherein: the inner side surface of the inner bonding mortar layer (1) is uniformly and fixedly provided with a honeycomb-shaped bump (104), the embedded block (103) is of a rectangular block structure, and the side surface of the embedded block (103) is hollowed out.
3. The cast-in-place concrete disassembly-free heat preservation formwork of claim 2 is characterized in that: an inner X-shaped reinforcing rib (102) is fixedly arranged on the outer side surface of the inner bonding mortar layer (1), and an outer X-shaped reinforcing rib (302) is fixedly arranged on the inner side surface of the outer bonding mortar layer (3).
4. The cast-in-place concrete disassembly-free heat preservation formwork of claim 3 is characterized in that: the insulation board is characterized in that an installation through hole (201) is formed in the insulation board (2), the installation through hole (201) corresponds to the inner sunken installation hole (101), X-shaped grooves (202) are symmetrically formed in the inner side face and the outer side face of the insulation board (2), and the inner X-shaped reinforcing ribs (102) and the outer X-shaped reinforcing ribs (302) can be just connected inside the X-shaped grooves (202) in a clamped mode.
5. The cast-in-place concrete disassembly-free heat preservation formwork of claim 4, wherein: spliced pole (4) contain cylinder (41), spacing ring (42), external screw thread (43) and fixation nut (44), sunken mounting hole (101), outer sunken mounting hole (301) and installation through-hole (201) in cylinder (41) can pass, spacing ring (42) have two, and two spacing ring (42) are fixed cup joints in the both ends department of cylinder (41), and in spacing ring (42) can just in time block sunken mounting hole (101), the both ends department at cylinder (41) is seted up in external screw thread (43), and is located the outside of two spacing ring (42) respectively, fixation nut (44) screw thread is installed on external screw thread (43), and fixation nut (44) can be located outer sunken mounting hole (301).
CN202222042462.2U 2022-08-04 2022-08-04 Cast in situ concrete exempts from to tear open heat preservation template Active CN217711266U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202222042462.2U CN217711266U (en) 2022-08-04 2022-08-04 Cast in situ concrete exempts from to tear open heat preservation template

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202222042462.2U CN217711266U (en) 2022-08-04 2022-08-04 Cast in situ concrete exempts from to tear open heat preservation template

Publications (1)

Publication Number Publication Date
CN217711266U true CN217711266U (en) 2022-11-01

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