CN210562967U - Light concrete full-wrapped steel skeleton composite heat-insulation assembled external wall panel - Google Patents
Light concrete full-wrapped steel skeleton composite heat-insulation assembled external wall panel Download PDFInfo
- Publication number
- CN210562967U CN210562967U CN201921431852.0U CN201921431852U CN210562967U CN 210562967 U CN210562967 U CN 210562967U CN 201921431852 U CN201921431852 U CN 201921431852U CN 210562967 U CN210562967 U CN 210562967U
- Authority
- CN
- China
- Prior art keywords
- concrete
- external wall
- wall panel
- opening
- shaped
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Images
Landscapes
- Building Environments (AREA)
Abstract
The utility model discloses a light concrete wraps steel skeleton composite heat preservation assembled side fascia entirely, including the concrete piece, be equipped with two first openings and a second opening on the concrete piece, two first openings are located second open-ended both sides respectively, pre-buried there are four reinforcing bars in the concrete piece, and wherein all the ligature has four L type poles on two reinforcing bars, is a set of with four L type poles of one side, and the lateral wall that all runs through the concrete piece and extend to in a first opening with the one end of four L type poles in a set of, install the worker's shaped steel in the first opening. The utility model provides an external wall panel because of weight is heavier, the problem of inconvenient transportation, greatly reduced staff's intensity of labour, still strengthened the stability of external wall panel simultaneously, can install external wall body fast, be favorable to energy-concerving and environment-protective, still reduced construction cost, accelerated the construction progress simultaneously, practiced thrift the cost of labor, prolonged the life of external wall panel.
Description
Technical Field
The utility model relates to an external wall panel technical field especially relates to a light concrete wraps steel skeleton composite insulation assembled external wall panel entirely.
Background
In terms of construction, the exterior wall cladding is a construction method, and plates are hung outside a wall body through construction methods such as dry hanging and the like so as to achieve the effects of decoration, heat preservation and the like. In terms of products, the exterior wall cladding is a kind of building material, and is a building board for exterior walls. The exterior wall cladding has the basic performances of corrosion resistance, high temperature resistance, ageing resistance, no radiation, fire resistance, insect prevention, no deformation and the like, and simultaneously requires attractive appearance, simple and convenient construction, environmental protection, energy conservation and the like.
At present, with the development of society and the progress of science and technology, the assembly construction building industrialization, housing industrialization and urbanization construction are widely used, most of the existing assembly type outer walls are made of common concrete, or heat insulation materials are clamped in the wall or light concrete is used as a surface layer and is used as an outer wall, however, the concrete wall panels are heavy in weight and inconvenient to transport and install, and the light concrete outer wall panels are light in weight and poor in strength and are easy to damage after being used for a period of time.
SUMMERY OF THE UTILITY MODEL
The utility model aims at solving the defects existing in the prior art and providing a light concrete full-wrapped steel skeleton composite heat-insulation assembled external wall panel.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
a light concrete full-wrapped steel skeleton composite heat-insulation assembled external wall panel comprises a concrete block, wherein two first openings and a second opening are formed in the concrete block, the two first openings are respectively positioned on two sides of the second opening, four steel bars are pre-embedded in the concrete block, four L-shaped rods are bound on the two steel bars, the four L-shaped rods on the same side form a group, one ends of the four L-shaped rods in the same group penetrate through the side wall of the concrete block and extend into the first opening, I-shaped steel is installed in the first opening, an aerogel heat-insulation felt is arranged on one side of the I-shaped steel, the heat-insulation aerogel felt and the L-shaped rods are fixed with each other, ten second through holes are formed in equal intervals on two sides of one end of the I-shaped steel, the two second through holes on the same side form a group, and U-shaped pieces are formed in the two second through holes in the same group, a UHPC concrete thin shell plate is arranged on one side of the concrete block, the U-shaped piece and the UHPC concrete thin shell plate are fixed with each other, a heat insulation plate is arranged in the second opening, two sides of the heat insulation plate are respectively connected with four glass fiber tie pieces, and one ends of the four glass fiber tie pieces on the same side are all tied on a steel bar.
Preferably, the upper end of I-shaped steel is equipped with eight first through-holes, be equipped with eight fourth through-holes that correspond with first through-hole on the adiabatic felt of aerogel, the one end of L type pole runs through fourth through-hole and first through-hole and extends to in the first opening, the one end screw thread of L type pole has cup jointed first nut.
Preferably, one side of the UHPC concrete thin shell plate is provided with a groove, a side wall of one end in the groove is provided with a fourth through hole corresponding to the second through hole, one end of the U-shaped part penetrates through the fourth through hole and extends into the groove, and one end of the U-shaped part is sleeved with two second nuts through threads.
Preferably, two reinforcing rods are arranged on two sides of the I-shaped steel, and two ends of each reinforcing rod are respectively fixed on opposite side walls in the I-shaped steel.
Preferably, lightweight concrete is cast into the first opening.
Preferably, a decorative plate is fixed to one side of the thin UHPC concrete shell plate through three anchor bolts.
Preferably, the heat insulation board is a graphite polystyrene board.
Compared with the prior art, the beneficial effects of the utility model are that:
1. by matching the UHPC concrete thin shell plate, the I-shaped steel and the heat insulation plate, the problems that the outer wall is heavy in weight and inconvenient to transport are solved, the effect of reducing the weight of the wall is achieved, and the installation and transportation efficiency is improved;
2. the problem that the connection of the external wall panel is not firm is solved through the matching of the I-shaped steel, the U-shaped piece, the L-shaped rod, the first nut and the second nut, the function of tensioning and reinforcing the external wall panel is realized, the strength of the external wall panel is improved, the installation of a wall body is facilitated, meanwhile, the labor cost is saved, and the construction progress is accelerated;
to sum up, the device has solved the side fascia because of weight is heavier, the inconvenient problem of transportation, greatly reduced staff's intensity of labour, has still strengthened the stability of side fascia simultaneously, can install to the outer wall body fast, is favorable to energy-concerving and environment-protective, has still reduced construction cost, has accelerated the construction progress simultaneously, has practiced thrift the cost of labor, has prolonged the life of side fascia.
Drawings
FIG. 1 is a schematic structural view of a lightweight concrete fully-encased steel skeleton composite thermal insulation fabricated external wall panel provided by the present invention;
FIG. 2 is a schematic structural view of a lightweight concrete fully-wrapped steel skeleton composite thermal insulation fabricated external wall panel concrete block provided by the utility model;
FIG. 3 is a schematic structural view of an I-shaped steel for a lightweight concrete fully-wrapped steel skeleton composite insulation fabricated exterior wall panel provided by the utility model;
FIG. 4 is a schematic structural view of an L-shaped rod of a lightweight concrete fully-wrapped steel skeleton composite thermal insulation fabricated external wall panel provided by the utility model;
FIG. 5 is a schematic structural view of a lightweight concrete fully-wrapped steel skeleton composite thermal insulation assembled external wall panel decorative plate provided by the utility model;
FIG. 6 is a connection diagram of a U-shaped member of a lightweight concrete fully-wrapped steel skeleton composite thermal insulation assembled external wall panel provided by the utility model;
FIG. 7 is an enlarged view of the position A of the lightweight concrete fully-encased steel skeleton composite thermal insulation fabricated external wall panel provided by the present invention;
fig. 8 is the enlarged view of the position B of the lightweight concrete fully-wrapped steel skeleton composite thermal insulation assembled external wall panel provided by the utility model.
In the figure: 1 concrete piece, 2L type pole, 3 stiffener, 4U type spare, 5 recesses, 6 decorative boards, 7 first anchor bolts, 8 UHPC concrete thin shell board, 9 glass fiber drawknot spare, 10 heated board, 11 worker's shaped steel, 12 adiabatic felts of aerogel, 13 first opening, 14 second openings, 15 first through-holes, 16 second through-holes, 17 first nut, 18 ligature area, 19 reinforcing bars, 20 third through-holes, 21 second nut, 22 light concrete.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments.
Referring to fig. 1-8, a light concrete wraps steel skeleton compound incubation assembled side fascia entirely, including concrete block 1, play the effect of support, be equipped with two first openings 13 and a second opening 14 on concrete block 1, two first openings 13 are located the both sides of second opening 14 respectively, pre-buried four reinforcing bars 19 in concrete block 1, wherein all the ligature has four L type poles 2 on two reinforcing bars 19, four L type poles 2 with one side are a set of, the one end of four L type poles 2 all runs through the lateral wall of concrete block 1 and extends to in a first opening 13 in the same group, under the effect of shaped bar, conveniently connect fixed worker's shaped steel 11, thereby improve the intensity of concrete block 1.
The utility model discloses in, install I-shaped steel 11 in the first opening 13, one side of I-shaped steel 11 is equipped with the adiabatic felt 12 of aerogel, I-shaped steel 11, reciprocal anchorage between the adiabatic felt 12 of aerogel and the L type pole 2, be convenient for improve stability, the impartial interval in both sides of I-shaped steel 11 one end is equipped with ten second through-holes 16, two second through-holes 16 with one side are a set of, it is equipped with U type spare 4 to run through jointly in two second through-holes 16 of the same set of, one side of concrete block 1 is equipped with UHPC concrete thin outer shell plate 8, reciprocal anchorage between U type spare 4 and the UHPC concrete thin outer shell plate 8, utilize U type spare 4 to make things convenient for the external wall panel to take-up.
The utility model discloses in, be equipped with heated board 10 in the second opening 14, the both sides of heated board 10 are connected with four glass fiber drawknot pieces 9 respectively, glass fiber drawknot piece 9 diagonal angle is 30-60 degrees, all ligature on a reinforcing bar 19 with the one end of four glass fiber drawknot pieces 9 of one side, both sides on the I-shaped steel 11 all are equipped with two stiffener 3, strengthen I-shaped steel 11's stability, the both ends of stiffener 3 are fixed respectively on the relative lateral wall in I-shaped steel 11, the casting has light concrete 22 in the first opening 13, light concrete 22 is light in weight, thermal insulation performance is good, sound insulation and fire resistance is good, waterproof performance is strong, durability is good, environmental protection performance is good and construction convenience, one side of UHPC concrete thin shell board 8 is fixed with decorative board 6 through three anchor nail, heated board 10 is the graphite polyphenyl board, utilize glass fiber drawknot piece 9 convenience to carry out firm installation to heated board 10.
The utility model discloses in, i-shaped steel 11's upper end is equipped with eight first through-holes 15, is equipped with eight fourth through-holes that correspond with first through-hole 15 on the adiabatic felt 12 of aerogel, and in fourth through-hole and first through-hole 15 were run through and extended to first opening 13 to the one end of L type pole 2, first nut 17 had been cup jointed to the one end screw thread of L type pole 2, utilized first nut 17 to make things convenient for firmly fixing i-shaped steel 11.
The utility model discloses in, one side of the thin outer skin of UHPC concrete board 8 is equipped with recess 5, is equipped with the fourth through-hole that corresponds with second through-hole 16 on the one end lateral wall in the recess 5, and in the one end of U type spare 4 runs through the fourth through-hole and extends to recess 5, two second nuts 21 have been cup jointed to the one end screw thread of U type spare 4, through the cooperation between U type spare 4 and the second nut 21, conveniently firmly install the thin outer skin of UHPC concrete board 8 in one side of concrete block 1.
In the utility model, when in use, firstly binding the L-shaped bar 2 on the steel bar 19, setting five U-shaped parts 4 at the lower ends of two I-shaped steels 11, setting a heat preservation plate 10 between the two I-shaped steels 11, fixing the two sides of the heat preservation plate 10 by eight glass fiber tie pieces 9, casting into a concrete block 1, setting a UHPC concrete thin outer shell plate 8 at one side of the concrete block 1, making the U-shaped parts 4 penetrate the UHPC concrete thin outer shell plate 8, fixing the UHPC concrete thin outer shell plate 8 by a second nut 21, filling light concrete 22 in the I-shaped steel 11, casting, arranging the glass fiber tie pieces 9 obliquely according to the main connection stress direction of the outer leaf wall plate, anchoring the oblique angle is 30-60 degrees, using A-level fireproof heat preservation material graphite plate as the heat preservation plate 10, the inner side of the I-shaped steel 11 is isolated by a self-adhesive 10-20 thick aerogel heat-insulating felt 12, so that the heat transfer coefficient is greatly reduced, and the phenomenon of cold and hot bridge side of the wallboard is prevented.
The above, only be the concrete implementation of the preferred embodiment of the present invention, but the protection scope of the present invention is not limited thereto, and any person skilled in the art is in the technical scope of the present invention, according to the technical solution of the present invention and the utility model, the concept of which is equivalent to replace or change, should be covered within the protection scope of the present invention.
Claims (7)
1. The utility model provides a light concrete wraps steel skeleton composite insulation assembled side fascia entirely, includes concrete block (1), its characterized in that: the concrete block (1) is provided with two first openings (13) and one second opening (14), the two first openings (13) are respectively positioned at two sides of the second opening (14), four steel bars (19) are embedded in the concrete block (1), the two steel bars (19) are bound with four L-shaped rods (2), the four L-shaped rods (2) at the same side are in a group, one ends of the four L-shaped rods (2) in the same group penetrate through the side wall of the concrete block (1) and extend into the first opening (13), the I-shaped steel (11) is installed in the first opening (13), one side of the I-shaped steel (11) is provided with an aerogel felt (12), the I-shaped steel (11), the aerogel felt (12) and the L-shaped rods (2) are fixed with each other, ten second through holes (16) are arranged at equal intervals at two sides of one end of the I-shaped steel (11), two second through-holes (16) with one side are a set of, run through jointly in two second through-holes (16) of same group and be equipped with U type spare (4), one side of concrete piece (1) is equipped with thin outer shell plate (8) of UHPC concrete, reciprocal anchorage between U type spare (4) and the thin outer shell plate (8) of UHPC concrete, be equipped with heated board (10) in second opening (14), the both sides of heated board (10) are connected with four glass fiber drawknot pieces (9) respectively, and the ligature of the one end of four glass fiber drawknot pieces (9) with one side all is on a reinforcing bar (19).
2. The lightweight concrete fully-wrapped steel skeleton composite thermal insulation fabricated external wall panel as claimed in claim 1, wherein: the upper end of I-shaped steel (11) is equipped with eight first through-holes (15), be equipped with eight fourth through-holes that correspond with first through-hole (15) on the adiabatic felt of aerogel (12), the one end of L type pole (2) runs through fourth through-hole and first through-hole (15) and extends to in first opening (13), the one end screw thread of L type pole (2) has cup jointed first nut (17).
3. The lightweight concrete fully-wrapped steel skeleton composite thermal insulation fabricated external wall panel as claimed in claim 1, wherein: one side of the UHPC concrete thin shell plate (8) is provided with a groove (5), one end side wall in the groove (5) is provided with a fourth through hole corresponding to the second through hole (16), one end of the U-shaped part (4) penetrates through the fourth through hole and extends into the groove (5), and one end of the U-shaped part (4) is sleeved with two second nuts (21).
4. The lightweight concrete fully-wrapped steel skeleton composite thermal insulation fabricated external wall panel as claimed in claim 1, wherein: two sides of the I-shaped steel (11) are provided with two reinforcing rods (3), and two ends of each reinforcing rod (3) are fixed on opposite side walls of the I-shaped steel (11) respectively.
5. The lightweight concrete fully-wrapped steel skeleton composite thermal insulation fabricated external wall panel as claimed in claim 1, wherein: lightweight concrete (22) is cast into the first opening (13).
6. The lightweight concrete fully-wrapped steel skeleton composite thermal insulation fabricated external wall panel as claimed in claim 1, wherein: and a decorative plate (6) is fixed on one side of the UHPC concrete thin shell plate (8) through three anchor bolts.
7. The lightweight concrete fully-wrapped steel skeleton composite thermal insulation fabricated external wall panel as claimed in claim 1, wherein: the heat insulation plate (10) is a graphite polystyrene plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921431852.0U CN210562967U (en) | 2019-08-30 | 2019-08-30 | Light concrete full-wrapped steel skeleton composite heat-insulation assembled external wall panel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921431852.0U CN210562967U (en) | 2019-08-30 | 2019-08-30 | Light concrete full-wrapped steel skeleton composite heat-insulation assembled external wall panel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210562967U true CN210562967U (en) | 2020-05-19 |
Family
ID=70636481
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921431852.0U Active CN210562967U (en) | 2019-08-30 | 2019-08-30 | Light concrete full-wrapped steel skeleton composite heat-insulation assembled external wall panel |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210562967U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114592739A (en) * | 2022-03-22 | 2022-06-07 | 辽宁省城乡市政工程集团有限责任公司 | Semi-assembly type ultra-deep superposed water storage tank and construction process |
-
2019
- 2019-08-30 CN CN201921431852.0U patent/CN210562967U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114592739A (en) * | 2022-03-22 | 2022-06-07 | 辽宁省城乡市政工程集团有限责任公司 | Semi-assembly type ultra-deep superposed water storage tank and construction process |
| CN114592739B (en) * | 2022-03-22 | 2024-04-26 | 辽宁省城乡市政工程集团有限责任公司 | Semi-assembled ultra-deep superposed water storage tank and construction process |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204023882U (en) | A kind of novel prefabricated panel and by the external wall of its assembling | |
| CN210562967U (en) | Light concrete full-wrapped steel skeleton composite heat-insulation assembled external wall panel | |
| CN201062387Y (en) | Lightweight inner baffle wall | |
| WO2012119479A1 (en) | Outer insulating composite wall of outer wall | |
| CN207296166U (en) | A kind of light steel skeleton prefabricated thermal insulation floor | |
| CN206829345U (en) | A kind of house floor wall-panel assembled structure based on light gauge cold-formed steel shape | |
| CN212248809U (en) | Prefabricated formula side fascia of assembly type structure | |
| CN201857673U (en) | Precast concrete inner thermal insulation wall | |
| CN215759976U (en) | Sound insulation type basalt fiber wallboard | |
| CN114687511A (en) | Novel assembled internal heat-insulation light wallboard adopting layered alternate lap joint | |
| CN211973951U (en) | Outer wall system | |
| CN100487214C (en) | Large, middle span width roof hollow thermal insulation, heat insulation structure and construction method thereof | |
| CN205000519U (en) | Rib floor and construction formwork system of hollow slat, hollow slat of use | |
| CN211690962U (en) | Assembled keeps warm and decorates integrative outer wallboard and connected node | |
| CN210288866U (en) | Light fireproof heat-preservation assembled composite external wall panel | |
| CN208501989U (en) | A kind of novel external wall equipped with disassembly-free thermal-insulation form board | |
| CN210597957U (en) | Assembled glass bead concrete skeleton composite heat-insulating external wall panel | |
| CN220768612U (en) | Novel energy-saving hidden square steel constructional column | |
| CN216041843U (en) | Outer wall veneer hanging and pasting structure | |
| CN204919803U (en) | Big board pin -connected panel architectural construction | |
| CN216810288U (en) | A pre-buried mounting for wall spare | |
| CN208202210U (en) | Construction wall curved surface mechanism | |
| CN214090581U (en) | Novel composite prefabricated wallboard | |
| CN213204570U (en) | Novel heat preservation outer wall integration system | |
| CN211597196U (en) | Steel construction building energy conservation wall body |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20211229 Address after: 261061 No. 1, south project area, luojiazhaizi village, fang'an sub district office, Fangzi District, Weifang City, Shandong Province Patentee after: Shandong micro concrete new material technology Co.,Ltd. Address before: 1909, 19 / F, building a, building 1, courtyard 10, Xueqing Road, Haidian District, Beijing 100083 Patentee before: BEIJING ICCT TECHNOLOGY Co.,Ltd. |
|
| TR01 | Transfer of patent right |