CN113482214A - Building structure is synthesized to thermal-insulated type of antidetonation - Google Patents
Building structure is synthesized to thermal-insulated type of antidetonation Download PDFInfo
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- CN113482214A CN113482214A CN202110800925.4A CN202110800925A CN113482214A CN 113482214 A CN113482214 A CN 113482214A CN 202110800925 A CN202110800925 A CN 202110800925A CN 113482214 A CN113482214 A CN 113482214A
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- 238000009413 insulation Methods 0.000 claims abstract description 37
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 11
- 230000007704 transition Effects 0.000 claims description 7
- 239000002184 metal Substances 0.000 claims description 4
- 229910052751 metal Inorganic materials 0.000 claims description 4
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 2
- 238000009435 building construction Methods 0.000 abstract description 2
- 229910000831 Steel Inorganic materials 0.000 description 28
- 239000010959 steel Substances 0.000 description 28
- 230000000903 blocking effect Effects 0.000 description 22
- 230000002787 reinforcement Effects 0.000 description 6
- 238000010276 construction Methods 0.000 description 5
- 238000009434 installation Methods 0.000 description 4
- 238000009415 formwork Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 230000006835 compression Effects 0.000 description 2
- 238000007906 compression Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000000945 filler Substances 0.000 description 2
- 230000036541 health Effects 0.000 description 2
- 230000006872 improvement Effects 0.000 description 2
- 230000010354 integration Effects 0.000 description 2
- 230000000670 limiting effect Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000005192 partition Methods 0.000 description 2
- 230000006978 adaptation Effects 0.000 description 1
- 230000000712 assembly Effects 0.000 description 1
- 238000000429 assembly Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 210000005056 cell body Anatomy 0.000 description 1
- 239000000919 ceramic Substances 0.000 description 1
- 239000006260 foam Substances 0.000 description 1
- 238000010438 heat treatment Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000007769 metal material Substances 0.000 description 1
- 239000011490 mineral wool Substances 0.000 description 1
- 238000012856 packing Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 238000005057 refrigeration Methods 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 229910001220 stainless steel Inorganic materials 0.000 description 1
- 239000010935 stainless steel Substances 0.000 description 1
- 230000000638 stimulation Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/17—Floor structures partly formed in situ
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
- E04B1/78—Heat insulating elements
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Environmental & Geological Engineering (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Acoustics & Sound (AREA)
- Building Environments (AREA)
Abstract
The invention relates to the technical field of building construction, in particular to an anti-seismic heat-insulation type comprehensive building structure which comprises a floor layer, wherein the floor layer comprises a reinforcing bar frame and a bottom template fixed at the bottom of the reinforcing bar frame, a plurality of anti-seismic heat-insulation modules are arranged in the positions, close to the middle, of the reinforcing bar frame, the anti-seismic heat-insulation modules comprise an upper covering sheet, a lower covering sheet and an anti-seismic filling block, the upper covering sheet and the lower covering sheet are oppositely arranged at an upper interval, the lower surface of the upper covering sheet is covered with the upper heat-insulation sheet, the upper surface of the lower covering sheet is covered with the lower heat-insulation sheet, and the anti-seismic filling block is clamped between the upper heat-insulation sheet and the lower heat-insulation sheet, so that the anti-seismic heat-insulation capability is strong, and the building structure is more energy-saving and environment-friendly.
Description
Technical Field
The invention relates to the technical field of building construction, in particular to an anti-seismic heat-insulation type comprehensive building structure.
Background
The existing buildings have various structures, and in the structure of the floor, the structure that the reinforcing steel frame floor bearing plate is poured with concrete is adopted to construct the floor layer with better quality.
For example, the Chinese patent with application number 201821806586.0 discloses a heat insulation steel bearing plate for floors, which comprises a bottom plate and a cover plate which are covered up and down, a filling cavity is formed between the bottom plate and the cover plate, anti-seismic materials are filled in the filling cavity, the bottom plate comprises a horizontal mounting section, supporting sections connected to two ends of the top of the mounting section and connecting sections connected to two ends of the two supporting sections, the mounting section and the supporting sections form an upward flaring shape, the cover plate is mounted on the two supporting sections, the bottom end of the mounting section is fixedly connected with a combination assembly, the combination assembly comprises two vertically arranged supporting plates which are relatively and fixedly connected to the bottom end of the mounting section, one ends of the two supporting plates, far away from the mounting section, are respectively and fixedly connected with horizontally arranged combination plates, the two combination plates are respectively arranged on one sides, close to each other, of the supporting plates, and the floor of the steel bearing plate is provided with the supporting plates and the combination plates;
also as a floor support plate disclosed in chinese patent with application number 201510362469.4, especially relates to a detachable bottom die steel bar truss floor support plate and an assembling method thereof, and belongs to the field of steel structures. The steel bar truss structure comprises a bottom template, wherein more than one group of steel bar truss assemblies are arranged in the bottom template, each steel bar truss assembly comprises a lower chord steel bar and an upper chord steel bar, the lower chord steel bar is positioned through a positioning block fixed on the bottom template, the upper chord steel bar is arranged in the middle above the lower chord steel bar, and a web member steel bar is arranged between the upper chord steel bar and the lower chord steel bar.
The structure of the floor bearing plates has great improvement on the quality improvement of floors, but the integration of earthquake resistance and heat insulation is not enough, so that the floor bearing plates cannot be well used in house structures with higher requirements, the assembly is not flexible enough, and the design of diversified houses is limited.
Disclosure of Invention
The invention aims to provide an anti-seismic heat-insulation type comprehensive building structure.
The technical purpose of the invention is realized by the following technical scheme: the utility model provides a building structure is synthesized to thermal-insulated type of antidetonation, includes the floor layer, the floor layer include the reinforcing bar frame and the bottom form that reinforcing bar frame bottom is fixed with, the reinforcing bar frame is provided with a plurality of antidetonation heat insulating module in leaning on the position in the middle on from top to bottom, the antidetonation heat insulating module includes the relative last cover piece that sets up in upper and lower interval and cover piece and antidetonation filling block down, the lower surface department of going up the cover piece covers has the heat insulating slab, the upper surface department of cover piece covers down has lower heat insulating slab, the antidetonation filling block presss from both sides and establishes go up the heat insulating slab with down between the heat insulating slab.
Preferably, the upper covering sheet and the lower covering sheet are respectively provided with a plurality of slots which are arranged side by side at intervals and transversely run through, magnetic stripes are inserted into the slots, and the upper heat insulation sheet and the lower heat insulation sheet are metal heat insulation sheets which can be adsorbed by the magnetic stripes.
Preferably, the upper covering sheet is cut from a corrugated cardboard.
Preferably, the lower covering sheet is cut from a corrugated cardboard.
Preferably, the side portion of the upper covering sheet is integrally connected with a first upper side blocking sheet and a second upper side blocking sheet which extend downwards, and the first upper side blocking sheet and the second upper side blocking sheet are arranged oppositely at a transverse interval, and the inner side surfaces of the first upper side blocking sheet and the second upper side blocking sheet are covered with upper side heat insulation sheets.
Preferably, the side portion of the lower covering sheet is integrally connected with a first lower retaining sheet and a second lower retaining sheet which extend upwards and are respectively matched with the first upper retaining sheet and the second upper retaining sheet in a one-to-one up-and-down manner, and lower heat insulation sheets cover the inner side surfaces of the first lower retaining sheet and the second lower retaining sheet.
Preferably, the first upper blocking piece, the second upper blocking piece, the first lower blocking piece and the second lower blocking piece are respectively provided with a plurality of transversely-through side slots, and magnetic stripes are also inserted into the side slots.
Preferably, a first intermediate positioning buckle is interposed between the first upper blocking piece and the first lower blocking piece, and a second intermediate positioning buckle is interposed between the second upper blocking piece and the second lower blocking piece.
Preferably, the first middle positioning buckle and the second middle positioning buckle are inserted with a horizontal middle spacing transition plate.
Preferably, the reinforcing bar frame has a rectangular parallelepiped frame.
The invention has the beneficial effects that: 1. the integration of the heat-insulation and anti-seismic structure is better, and the anti-seismic and heat-insulation capability is more reliable and more flexible;
2. the use of an air conditioner or refrigeration equipment is reduced, the electric energy is saved, and the environment is protected;
3. the corrugated board can be made by adopting a recycled packing box, so that the waste is utilized, and the environment is protected;
4. the construction difficulty is not large, and the method can be suitable for the requirements of different customers on the house.
Drawings
FIG. 1 is a schematic perspective view of an embodiment of an anti-seismic heat insulation module without filled anti-seismic filling blocks;
FIG. 2 is a schematic view of the structure of FIG. 1 after the structure is vertically split;
FIG. 3 is a schematic perspective view of the structure of FIG. 1 after filling with seismic filler blocks;
FIG. 4 is a schematic perspective view of a part of the floor layer without concrete poured therein in the example.
Detailed Description
The following specific examples are given by way of illustration only and not by way of limitation, and it will be apparent to those skilled in the art from this disclosure that various changes and modifications can be made in the examples without inventive faculty, and yet still be protected by the scope of the claims.
Example, as shown in fig. 1 to 4, an earthquake-proof and heat-insulation type complex building structure comprises a floor layer, wherein the floor layer comprises a reinforcement frame 1 and a bottom formwork 2 fixed at the bottom of the reinforcement frame 1, the reinforcement frame 1 and the bottom formwork 2 form a basic floor layer framework, namely a reinforcement frame floor slab framework, the framework can be manufactured in a factory, a complete floor layer can be formed by pouring concrete only when the floor layer is moved to a construction site, and the bottom formwork 2 can be welded at the bottom of the reinforcement frame 1 by a galvanized plate. This application is exactly to this steel reinforcement frame 1 further improve in order to reach better antidetonation thermal-insulated effect, specifically be:
the anti-seismic heat insulation module comprises an upper cover sheet a, a lower cover sheet b and an anti-seismic filling block c which are oppositely arranged at an upper interval and a lower interval, the upper cover sheet a is installed and connected to the lower side of the steel bar close to the upper portion, and the lower cover sheet b is installed on the upper side of the steel bar close to the lower portion. Further, the lower surface of the upper cover sheet a is covered with an upper heat insulation sheet a1, the upper surface of the lower cover sheet b is covered with a lower heat insulation sheet b1, and the anti-seismic filling block c is clamped between the upper heat insulation sheet a1 and the lower heat insulation sheet b 1. The anti-seismic filling block c can adopt one or more of rock wool blocks and pressure-resistant foam blocks.
Preferably, the upper covering sheet a and the lower covering sheet b are respectively provided with a plurality of slots a0 which are arranged side by side at intervals and transversely penetrate, the magnetic stripe a01 is inserted into the slot a0, and the upper heat insulating sheet a1 and the lower heat insulating sheet b1 are both metal heat insulating sheets which can be adsorbed by the magnetic stripe a 01. That is to say, go up cover piece a with lower cover piece b sets up the slot that the horizontal direction runs through, it has the magnetic stripe to form the transition layer that can adsorb on the reinforcing bar to alternate through the inside, can carry out the installation that can dismantle portable more the design of house in the scene in a flexible way like this, can also need carry out the nimble installation of heat shield more, metal heat shield adopt stainless steel heat shield or have the ceramic insulating layer's of iron sheet structure can, can let the heat shield attract the installation through the magnetic force of magnetic stripe, also can be on the scene in a flexible installation cover piece a with lower cover piece b and last heat shield a1 with lower heat shield b1, last heat shield a1 with fill antidetonation filling block c between the heat shield b1 can, all bring the convenience to transportation, construction etc. can also arrange according to the design demand of different houses on the scene. It should be noted that the magnetic stripe a01 can also be designed according to the requirements of house design, for example, when the house needs to reduce magnetic field interference, the magnetic stripe a01 needs to adopt a non-permanent magnetic stripe, or demagnetize by arranging a floor heater or heating a floor; and some houses need magnetic fields for health care, permanent magnetic strips or even magnetic strips with larger magnetic fields can be adopted, and certain health care stimulation effect is realized on human bodies.
Preferably, the upper covering sheet a is formed by cutting a corrugated board, and the lower covering sheet b is formed by cutting the corrugated board. The aim at of design like this, on the one hand can recycle corrugated container board, just more energy-concerving and environment-protective, corrugated container board itself has the convenient magnetic stripe of cell body structure to insert on the one hand, corrugated container board has the space of compression about the structure of groove on the one hand, there are more allowances to supply antidetonation stuff block c to install, the thickness of the preferred magnetic stripe of this embodiment is being less than slot a0 size from top to bottom, or the magnetic stripe is clearance fit with slot a 0's cooperation, just so can have certain compression space from top to bottom, make things convenient for antidetonation stuff block c to come the adaptation, of course, antidetonation stuff block c size is also influenced little slightly too for the undersize, because the concrete can flow into the hole and fill, still can guarantee the intensity of structure. Of course, if the strength is particularly required, the upper cover sheet a and the lower cover sheet b are made of a metal material such as steel as much as possible. Due to the design, the heat insulation sheet is better in integrity and more convenient to install.
The structure is optimized, the side portion of the upper covering sheet a is integrally connected with a first upper side blocking sheet a11 and a second upper side blocking sheet a12 which extend downwards and are arranged oppositely at a transverse interval, the inner side surfaces of the first upper side blocking sheet a11 and the second upper side blocking sheet a12 are covered with an upper side heat insulation sheet c1, for example, the upper covering sheet a is rectangular, the slot a0 of the upper covering sheet a is through in the front-back direction, the first upper side blocking sheet a11 and the second upper side blocking sheet a12 are respectively arranged on the left side and the right side of the upper covering sheet a, the first upper side blocking sheet a11, the second upper side blocking sheet a12 and the upper covering sheet a form a U-shaped semi-surrounding structure with an opening facing downwards, the inner side surface, namely one side in the U-shaped semi-surrounding structure, the heat insulation performance is further improved by arranging the upper side heat insulation sheet c1, and the anti-seismic filling block c has a better limiting effect on the side portion. Referring to the structure of the upside, the lateral part of the lower cover sheet b is integrally connected with a first lower baffle b11 and a second lower baffle b12 which extend upwards and respectively correspond to and cooperate with the first upper baffle a11 and the second upper baffle a12 one by one from top to bottom, the inner surfaces of the first lower baffle b11 and the second lower baffle b12 are covered with lower heat insulation sheets c2, the first lower baffle b11, the second lower baffle b12 and the lower cover sheet b form a U-shaped semi-surrounding structure with an upward opening, and the upper and lower two semi-surrounding structures form a better limiting structure of the anti-seismic filling block c. Better encasing the seismic-resistant filler blocks c. Of course, especially the design of the upper and lower covering sheets a and b, the thin heat insulation sheets and the anti-seismic filling blocks c are better protected during the concrete construction process, so as to ensure the optimal function after the construction is finished.
Preferably, the first upper stopper a11, the second upper stopper a12, the first lower stopper b11 and the second lower stopper b12 are respectively provided with a plurality of side slots c3 which transversely penetrate through, and the magnetic stripe a01 is inserted into each of the side slots c 3.
Further, a first intermediate positioning buckle d1 is interposed between the first upper flap a11 and the first lower flap b11, the first intermediate positioning buckle d1 is provided with an upward upper groove d11 and a downward lower groove d12 with a downward opening, so as to facilitate the upper position limitation of the lower portion of the first upper flap a11 and the first lower flap b11, and similarly, a second intermediate positioning buckle d2 is interposed between the second upper flap a12 and the second lower flap b12, and the second intermediate positioning buckle d2 is also provided with an upper groove d11 and a lower groove d12, respectively, for the second upper flap a12 and the second lower flap b 12. The first middle positioning buckle and the second middle positioning buckle preferably adopt steel buckles
The first middle positioning buckle d1 and the second middle positioning buckle d2 are inserted with a horizontal middle spacing transition plate d 3. The first middle positioning buckle d1 and the second middle positioning buckle d2 are oppositely arranged left and right, a T-shaped groove d13 with an opening facing right and lying is formed in the right side of the first middle positioning buckle d1, a T-shaped groove d13 with an opening facing left and lying is formed in the left side of the second middle positioning buckle d2, T-shaped heads d14 are integrally connected to two sides of a middle partition transition plate d3 respectively to be matched with the left T-shaped groove d13 and the right T-shaped groove d13 for use, and a heat insulation plate d3 can be manufactured by the middle partition transition plate d 3. Thus, a separate anti-seismic filling block c can be respectively arranged above and below the middle separation transition plate d3 and respectively positioned in the upper and lower U-shaped semi-enclosed structures.
Preferably, the steel bar frame 1 is a rectangular parallelepiped frame constructed by using steel bars in three directions xyz, xy is in a horizontal direction, z is in a vertical direction, and is a relatively conventional steel bar frame, the xy-direction steel bar net can be a plurality of layers with different heights, that is, at least two layers of xy-direction steel bar nets, and the upper covering sheet a and the lower covering sheet b in the present application are arranged between the two xy-direction steel bar nets in different layers.
Of course, the steel bar frame 1 may be a triangular frame structure, but it is essential that at least the upper and lower spaced steel bars are present in the frame structure for leaning connection of the upper and lower covering sheets a and b.
While the invention has been described with reference to specific embodiments, the invention is not limited thereto, and various equivalent modifications and substitutions can be easily made by those skilled in the art within the technical scope of the invention. Therefore, the protection scope of the present invention shall be subject to the protection scope of the claims.
Claims (10)
1. The utility model provides a building structure is synthesized to thermal-insulated type of antidetonation, includes the floor layer, the floor layer include reinforcing bar frame (1) and bottom form (2) that reinforcing bar frame (1) bottom was fixed with, its characterized in that, reinforcing bar frame (1) is leaned on from top to bottom in the position in the middle of being provided with a plurality of antidetonation thermal-insulated modules, the antidetonation thermal-insulated module is including upper cover piece (a) and lower cover piece (b) and antidetonation filling block (c) that upper and lower interval set up relatively, the lower surface department of going up cover piece (a) covers has heat insulating sheet (a 1), the upper surface department of lower cover piece (b) covers has lower heat insulating sheet (b 1), antidetonation filling block (c) clamp is established go up heat insulating sheet (a 1) with between lower heat insulating sheet (b 1).
2. An earthquake-resistant heat-insulation type comprehensive building structure according to claim 1, wherein the upper covering sheet (a) and the lower covering sheet (b) are respectively provided with a plurality of slots (a 0) which are arranged side by side at intervals and transversely penetrate through, a magnetic strip (a 01) is inserted into each slot (a 0), and the upper heat-insulation sheet (a 1) and the lower heat-insulation sheet (b 1) are both metal heat-insulation sheets capable of adsorbing with the magnetic strip (a 01).
3. An earthquake-resistant and heat-insulating comprehensive building structure according to claim 2, wherein the upper covering sheet (a) is cut out of corrugated cardboard.
4. An earthquake-resistant and heat-insulating comprehensive building structure according to claim 2, wherein the lower covering sheet (b) is cut from corrugated cardboard.
5. An earthquake-resistant and heat-insulating comprehensive building structure according to claim 2, wherein the side of the upper covering sheet (a) is integrally connected with a first upper side baffle sheet (a 11) and a second upper side baffle sheet (a 12) which extend downwards and are arranged oppositely at a transverse interval, and the inner side surfaces of the first upper side baffle sheet (a 11) and the second upper side baffle sheet (a 12) are covered with upper side heat-insulating sheets (c 1).
6. An earthquake-resistant and heat-insulating comprehensive building structure as claimed in claim 5, wherein the side portion of the lower covering sheet (b) is integrally connected with a first lower baffle sheet (b 11) and a second lower baffle sheet (b 12) which extend upwards and are respectively matched with the first upper baffle sheet (a 11) and the second upper baffle sheet (a 12) in an up-and-down one-to-one correspondence manner, and the inner side surfaces of the first lower baffle sheet (b 11) and the second lower baffle sheet (b 12) are covered with lower heat-insulating sheets (c 2).
7. An earthquake-resistant and heat-insulating comprehensive building structure according to claim 6, wherein the first upper side baffle sheet (a 11), the second upper side baffle sheet (a 12), the first lower side baffle sheet (b 11) and the second lower side baffle sheet (b 12) are respectively provided with a plurality of lateral through side slots (c 3), and magnetic strips (a 01) are inserted into the side slots (c 3).
8. An earthquake-resistant and heat-insulating comprehensive building structure according to claim 6, wherein a first middle positioning buckle (d 1) is sandwiched between the first upper side baffle sheet (a 11) and the first lower side baffle sheet (b 11), and a second middle positioning buckle (d 2) is sandwiched between the second upper side baffle sheet (a 12) and the second lower side baffle sheet (b 12).
9. An earthquake-resistant and heat-insulating complex building structure according to claim 8, wherein said first intermediate positioning fastener (d 1) and said second intermediate positioning fastener (d 2) are inserted with horizontally-shaped intermediate spaced transition plates (d 3).
10. An earthquake-resistant and heat-insulating comprehensive building structure according to claim 1, wherein the reinforcing steel bar frame (1) has a rectangular parallelepiped structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110800925.4A CN113482214B (en) | 2021-07-15 | 2021-07-15 | Building structure is synthesized to thermal-insulated type of antidetonation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110800925.4A CN113482214B (en) | 2021-07-15 | 2021-07-15 | Building structure is synthesized to thermal-insulated type of antidetonation |
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| Publication Number | Publication Date |
|---|---|
| CN113482214A true CN113482214A (en) | 2021-10-08 |
| CN113482214B CN113482214B (en) | 2022-03-29 |
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| CN202110800925.4A Expired - Fee Related CN113482214B (en) | 2021-07-15 | 2021-07-15 | Building structure is synthesized to thermal-insulated type of antidetonation |
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Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2005059505A (en) * | 2003-08-19 | 2005-03-10 | Yagi Mokuzai Sangyo Kk | Radiant heat reflecting type heat shielding sheet |
| CN102661051A (en) * | 2012-05-14 | 2012-09-12 | 天津住宅集团建设工程总承包有限公司 | Construction method for prefabricated perforated type filling module of ribbed cast-in-place concrete floor slab |
| CN203307979U (en) * | 2013-06-14 | 2013-11-27 | 李琳 | Light anti-seismic floor structure |
| CN205397026U (en) * | 2016-03-03 | 2016-07-27 | 浙江巨鼎包装有限公司 | Double -deck heat insulating packaging case |
| WO2019013283A1 (en) * | 2017-07-13 | 2019-01-17 | プランツラボラトリー株式会社 | Heat-shield panel and prefabricated building |
| CN110924232A (en) * | 2019-10-26 | 2020-03-27 | 宜兴市明亿包装有限公司 | High resistance to compression heat preservation corrugated paper |
-
2021
- 2021-07-15 CN CN202110800925.4A patent/CN113482214B/en not_active Expired - Fee Related
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2005059505A (en) * | 2003-08-19 | 2005-03-10 | Yagi Mokuzai Sangyo Kk | Radiant heat reflecting type heat shielding sheet |
| CN102661051A (en) * | 2012-05-14 | 2012-09-12 | 天津住宅集团建设工程总承包有限公司 | Construction method for prefabricated perforated type filling module of ribbed cast-in-place concrete floor slab |
| CN203307979U (en) * | 2013-06-14 | 2013-11-27 | 李琳 | Light anti-seismic floor structure |
| CN205397026U (en) * | 2016-03-03 | 2016-07-27 | 浙江巨鼎包装有限公司 | Double -deck heat insulating packaging case |
| WO2019013283A1 (en) * | 2017-07-13 | 2019-01-17 | プランツラボラトリー株式会社 | Heat-shield panel and prefabricated building |
| CN110924232A (en) * | 2019-10-26 | 2020-03-27 | 宜兴市明亿包装有限公司 | High resistance to compression heat preservation corrugated paper |
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| CN113482214B (en) | 2022-03-29 |
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