CN202273356U - Concrete dense-pillar gypsum composite broken cold bridge external wall plate - Google Patents
Concrete dense-pillar gypsum composite broken cold bridge external wall plate Download PDFInfo
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- CN202273356U CN202273356U CN2011203462396U CN201120346239U CN202273356U CN 202273356 U CN202273356 U CN 202273356U CN 2011203462396 U CN2011203462396 U CN 2011203462396U CN 201120346239 U CN201120346239 U CN 201120346239U CN 202273356 U CN202273356 U CN 202273356U
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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
- Y02A30/24—Structural elements or technologies for improving thermal insulation
- Y02A30/244—Structural elements or technologies for improving thermal insulation using natural or recycled building materials, e.g. straw, wool, clay or used tires
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Abstract
The utility model relates to a concrete dense-pillar gypsum composite broken cold bridge external wall plate comprising high-strength gypsum, cement, coal ash, waterproof agent, fiber bars, connecting bars A, connecting bars B, light heat insulation material, plates with concrete reserve cavities, and concrete poured in the cavities on site. The concrete dense-pillar gypsum composite broken cold bridge external wall plate is formed through the combination of a high-strength gypsum plate layer, a light heat insulating material layer, a high-strength gypsum reserve concrete cavity plate layer, and bar reinforcement concrete dense pillars poured in the reserve concrete cavities of the wall plate from outside to inside; all the layers are connected through the connecting bars A and the connecting bars B; each of two ends of each connecting bar is split into 4 to 10 flaps; the fiber bars are arranged in the high-strength gypsum plate layer and the reserve concrete cavity plate layer; the reserve concrete cavities are equipped with bar reinforcements on site, and are fixed with the bar reinforcement concrete of the integral structure of a building through synchronous pouring to form the bar reinforcement concrete dense pillars; and both the high-strength gypsum reserve concrete cavity plate body and the bar reinforcement concrete dense pillars participate the structural stress of the building. The wall plate provided by the utility model integrates the functions of enclosing, bearing, sound insulation, heat preservation, shock resistance and fire resistance, and is suitable for the industrialization of the production mode of houses.
Description
Technical field
The utility model relates to a kind of gypsum composite wall plate, particularly relates to a kind of energy-conservation, low consumption, environmental protection and bears built-loading, the compound disconnected cold bridge side fascia of the close pillar cream of the multi-functional concrete that is integrated in one.
Background technology
The exterior wall of existing housing construction exists following deficiency: traditional construction material from great, energy consumption is high, function singleness, material, operation superpose repeatedly, on-the-spot manual wet trade amount is big, operation is many, cost is high, long in time limit, product quality is low.Especially stack insulation layer after, heat insulating material is asynchronous with the building body life-span, needs to change repeatedly, and cost is high, and is inflammable dangerous, and construction process is backward.
Summary of the invention
The main purpose of the utility model is to overcome above deficiency and provides a kind of batch production to produce, integrated installation application, energy-conservation, low consumption, environmental protection, participation building structure stress and the compound disconnected cold bridge side fascia of the close pillar cream of multi-functional concrete.
The utility model solves the technical scheme that its technical problem adopted: it comprises the cast-in-place close post of steel bar concrete in outside protection flaggy, light-weight thermal insulation material layer, reservation concrete chamber flaggy and the wallboard chamber, it is characterized in that: the compound disconnected cold bridge side fascia of the close pillar cream of concrete is followed successively by high strength gypsum flaggy, light-weight thermal insulation material layer, high strength gypsum reservation concrete chamber flaggy by the outside to the inboard; High strength gypsum is reserved the close post of Cast-in-place concrete in the flaggy of concrete chamber, and the close post of Cast-in-place concrete is separated by the chamber rib, is arranged side by side; Length is uniformly distributed with respectively with the A dowel with width and is connected with the B dowel in each layer upper edge; Wherein the A dowel connects in chamber, the outside wall of high strength gypsum flaggy, light-weight thermal insulation material layer, high strength gypsum reservation concrete chamber flaggy; The B dowel is deep into high strength gypsum and reserves in the chamber rib of concrete chamber flaggy, and the B dowel connects high strength gypsum flaggy, light-weight thermal insulation material layer, high strength gypsum reservation concrete chamber flaggy from top to bottom successively.
The utility model also adopts following technical measures:
Described A dowel is bondd side by side by 3 independent dowels and forms, and the A dowel has the A spacer, and two of each dowel vertically is split into the 4-10 lobe in the A dowel; The top of each dowel is upward umbrella head of umbrella shape A in its A dowel, and on umbrella head on the A that is bonded to one, is fixed with the A spacer, and the A dowel passes the preformed hole on the light heat insulation material; And bonding is fixing with it; Each dowel bottom in the A dowel is umbrella shape A subumbrella head, and is bonded to one; Described B dowel 7 two vertically are split into the 4-10 lobe; The upper end of B dowel is umbrella shape B and goes up the umbrella head; And have the B spacer, and the chamber ribbed joint that B dowel and high strength gypsum are reserved concrete chamber flaggy touches position flattening variable cross-section at interval, and it passes the preformed hole on the light-weight thermal insulation material layer; Bonding is the B dowel fixedly, and B dowel bottom also is umbrella shape B subumbrella head; The B that the A of described A dowel goes up umbrella head position and B dowel upward moves back or cuts the light-weight thermal insulation material layer that removes part along width, length and depth direction with local respectively the scalding of flatiron in umbrella head position;
Light heat insulation material in the described light-weight thermal insulation material layer is polyphenyl plate or extruded sheet or rock wool or vegetable fibre board;
The place be connected to each other between described light heat insulation material with the tongue and groove connection, and the inside and outside both sides of light-weight thermal insulation material layer are stained with the fiber muscle, and light-weight thermal insulation material layer is evenly equipped with the preformed hole of wearing dowel along the length and width direction;
The compound disconnected cold bridge side fascia of the close pillar cream of described concrete can according to building height, the scale of construction and structure stress require different, increase the physical dimension of the close post of concrete in the specification of reserving concrete chamber flaggy and the chamber; Can be according to different different with the building thermal-insulation energy-saving requirement of various places weather conditions, thicken or the thickness of attenuate light-weight thermal insulation material layer.
Advantage and the good effect that the utlity model has are: the compound disconnected cold bridge side fascia of the close pillar cream of concrete sharp useless, environmental protection, low energy and high-strength light is multi-functional is integrated in one; Insulation layer and building body life-span are synchronous; Need not change repeatedly; The manual wet trade of plastering of subduction, economical and practical, the close post of the compound disconnected cold bridge side fascia adjustment concrete of the close pillar cream of concrete chamber physical dimension can adapt to various scale of construction buildings; The thickness of adjustment insulation layer; Satisfy from high and cold different insulation requirements, widely apply, help improving standardization, seriation, batch production production at external wall to the hot area; The dwelling house of integrated application is built mode, promotes the whole modernization level of housing industry.
Description of drawings
Fig. 1 is the compound disconnected cold bridge side fascia cross-sectional configuration sketch map of the close pillar cream of concrete;
Fig. 2 is an A dowel structural representation;
Fig. 3 is the left TV structure sketch map of Fig. 2;
Fig. 4 is the two ends of A dowel upper and lower umbrella header structure sketch mapes;
Fig. 5 is a B dowel structural representation;
Fig. 6 is the left TV structure sketch map of Fig. 5;
Fig. 7 is the two ends of B dowel upper and lower umbrella header structure sketch mapes.
Among Fig. 1-7: 1. high strength gypsum flaggy, 2. light-weight thermal insulation material layer, 3. high strength gypsum is reserved concrete chamber flaggy, the 4. close post of concrete, 5. chamber rib; 6.A dowel, 7.B dowel, 8.A spacer, the last umbrella head of 9.A, 10. preformed hole; 11.A the subumbrella head, the last umbrella head of 12.B, 13.B spacer, 14. variable cross-sections; 15.B the subumbrella head, 16 tongue and grooves, 17, fiber muscle.
The specific embodiment
Be the summary of the invention characteristics that further to understand the utility model and effect following examples for example now, and conjunction with figs. specifies as follows, see also Fig. 1-7.
As shown in Figure 1: the compound disconnected cold bridge side fascia of the close pillar cream of concrete is followed successively by high strength gypsum flaggy 1, light-weight thermal insulation material layer 2 and high strength gypsum by the outside and reserves concrete chamber flaggy 3 to the inboard; High strength gypsum is reserved in the concrete chamber flaggy 3 and is established the close post 4 of cast-in-place concrete, and the close post 4 of concrete is separated by chamber rib 5, is arranged side by side; Be uniformly distributed with A dowel 6 and B dowel 7 respectively in each layer upper edge length and width, wherein A dowel 6 is connected with chamber, the outside wall that high strength gypsum flaggy 1, light-weight thermal insulation material layer 2 and high strength gypsum are reserved concrete chamber flaggy 3; B dowel 7 is deep into high strength gypsum and reserves in the chamber rib 5 of concrete chamber flaggy 3, and B dowel 7 is reserved concrete chamber flaggy 3 with high strength gypsum flaggy 1, light-weight thermal insulation material layer 2 and high strength gypsum successively and is connected from the outside to the inboard; On the light-weight thermal insulation material layer 2; A dowel 6 and B dowel 7 (or machine away light-weight thermal insulation material layer 2 light-weight thermal insulation material layers 2 partly along width, length and the depth direction of light-weight thermal insulation material layer 2 with local respectively boiling hot the moving back of flatiron; It scalds the length and width size move back goes up umbrella head 9 and B with the umbrella A of A dowel 6 and B dowel 7 respectively to go up umbrella head 12 measure-alike; Scalding the degree of depth of moving back is 0.5-1cm; Purpose is for part thickening high strength gypsum flaggy 1, to increase the bonding strength of dowel and high strength gypsum flaggy 1.
Shown in Fig. 2-4: described A dowel 6 is bondd side by side by 3 independent dowels and forms, and A dowel 6 has A spacer 8, so that A dowel 6 location; Two of each dowel vertically is split into the 4-10 lobe in the A dowel 6, and at first, setting is sealed off in the upper end heating; Make the top of its each dowel form umbrella shape A and go up umbrella head 9, the contact position that umbrella shape A goes up umbrella head 9 is formed at the top of three dowels be bonded to one, A dowel 6 passes the preformed hole 10 of light-weight thermal insulation material layer 2 and bonding is fixing with it; Then, use same quadrat method, each dowel bottom in the A dowel 6 is sealed off in heating; Make it to form umbrella shape A subumbrella head 11, A subumbrella head 11 contact positions are bonded to one; The last umbrella head 9 of A has improved the firmness that is connected with chamber, the outside wall of high strength gypsum flaggy 1 and high strength gypsum reservation concrete chamber flaggy 3 with A subumbrella head 11.
Like Fig. 5-shown in Figure 7: described B dowel 7 two vertically are split into the 4-10 lobe; Have B spacer 13 on the B dowel 7; The heating earlier of the upper end of B dowel 7 is sealed off and is shaped as upward umbrella head 12 of umbrella shape B; B dowel 7 is reserved chamber rib 5 positions flattening two adjacent variable cross-sections 14 that reverse 90 ° each other at interval that concrete chamber flaggy 3 contacts with high strength gypsum, and to strengthen the bond stress of 5 pairs of B dowels 7 of chamber rib, B dowel 7 passes the preformed hole 10 on the light-weight thermal insulation material layer 2; And bonding is fixing, uses to seal off B dowel 7 bottoms with the quadrat method heating and make it form umbrella shape B subumbrella head 15 again; The last umbrella head 12 of B has improved with high strength gypsum flaggy 1 and high strength gypsum with B subumbrella head 15 reserves the firmness that concrete chamber flaggy 3 is connected.
The A dowel 6 and B dowel 7 that adopt PVC material (or PC or ABS or PA or PE) to process, intensity is high, and section area is little, and heat output is few, with the heat bridge (or cold bridge) that has reduced plate, guarantees wall insulation performance; Polyphenyl plate (or extruded sheet or rock wool or vegetable fibre board) light heat insulation material of in light-weight thermal insulation material layer 2, filling, lightened plate floor is brought up again high heat preservation performance; High strength gypsum flaggy 1 and high strength gypsum reserve concrete chamber flaggy 3 by high strength gypsum, cement, flyash, fiber muscle and waterproof agent (or by high strength gypsum, cement, fiber muscle and waterproof agent; Or by high strength gypsum, fiber muscle and waterproof agent) configuration, strengthened timber intensity;
The compound disconnected cold bridge side fascia of the close pillar cream of concrete have go along with sb. to guard him, load-bearing, sound insulation, insulation, antidetonation, fire-proof function; The compound disconnected cold bridge side fascia plate body of the close pillar cream of concrete is participated in building bearing and antidetonation stress, and the gypsum plank of sheet material is reserved the chamber plate body and all participated in the calculating of agent structure load stress with the close post of reserving in the concrete chamber of steel bar concrete;
The compound disconnected cold bridge side fascia of the close pillar cream of concrete can be according to the difference at architecture structure form, building height, wallboard application position; Adjustment template, the physical dimension of reserving the concrete chamber, the reinforcing bar amount and the concrete strength of the close post of concrete; Can adapt to various structures and scale of construction building; Thicken or the thickness of attenuate light-weight thermal insulation material layer 2, can adapt to, adapt to the requirement of the relevant four step energy saving buildings of country from the high and cold requirement of different heat-insulating properties to the hot area;
Its advantage is: the compound disconnected cold bridge side fascia of the close pillar cream of concrete is a primary raw material with the power plant desulfurization gypsum, sharp useless, environmental protection, low consumption, energy-conservation and high-strength light is multi-functional is integrated in one, and insulation layer and building body life-span are synchronous; Need not change repeatedly, the manual wet trade of plastering of subduction, economical and practical; The compound disconnected cold bridge side fascia of the close pillar cream of concrete can be adjusted close column section physical dimension of concrete and insulation layer thickness; Can satisfy various form of structure and building scale of construction body of wall application requirements, can adapt to from the high and cold different insulation requirements to the hot area, the external wall plate is widely applied; Help improving standardization, seriation, batch production production; Integrated application dwelling house is built mode, promotes the whole modernization level of housing industry, has universality.
Above-described embodiment describes the preferred implementation of the utility model; Be not that scope to the utility model limits; Under the prerequisite that does not break away from the utility model design spirit; Various distortion and improvement that those of ordinary skills make the technical scheme of the utility model all should fall in the definite protection domain of the utility model claims.
Claims (6)
1. compound disconnected cold bridge side fascia of the close pillar cream of concrete; It comprises the cast-in-place close post of steel bar concrete in outside protection flaggy, light-weight thermal insulation material layer, reservation concrete chamber flaggy and the wallboard chamber, it is characterized in that: the compound disconnected cold bridge side fascia of the close pillar cream of concrete is followed successively by high strength gypsum flaggy (1), light-weight thermal insulation material layer (2), high strength gypsum reservation concrete chamber flaggy (3) by the outside to the inboard; High strength gypsum is reserved the cast-in-place close post of concrete (4) in the concrete chamber flaggy (3), and the close post of concrete (4) is separated by chamber rib (5), is arranged side by side; Be uniformly distributed with respectively with A dowel (6) along length and width at each layer and be connected with B dowel (7); Wherein A dowel (6) connects in chamber, the outside wall of high strength gypsum flaggy (1), light-weight thermal insulation material layer (2) and high strength gypsum reservation concrete chamber flaggy (3); B dowel (7) is deep into high strength gypsum and reserves in the chamber rib (5) of concrete chamber flaggy (3), and B dowel (7) connects high strength gypsum flaggy (1), light-weight thermal insulation material layer (2), high strength gypsum reservation concrete chamber flaggy (3) from outside to inside successively.
2. the compound disconnected cold bridge side fascia of the close pillar cream of concrete according to claim 1; It is characterized in that: described A dowel (6) is bondd side by side by 3 independent dowels and forms, and A dowel (6) has A spacer (8), and two of each dowel vertically is split into the 4-10 lobe in the A dowel (6); The top of each dowel is upward umbrella head (9) of umbrella shape A in its A dowel (6); And on umbrella head (9) on the A that is bonded to one, being fixed with A spacer (8), A dowel (6) passes the preformed hole (10) on the light-weight thermal insulation material layer (2), each dowel other end in the A dowel (6); Also be umbrella shape A subumbrella head (11), and be fixed into one; Described B dowel (7) two vertically is split into the 4-10 lobe; The upper end of B dowel (7) is umbrella shape B and goes up umbrella head (12); And have B spacer (13), and B dowel (7) flattens variable cross-section (14) at interval with chamber rib (5) contact site that high strength gypsum is reserved concrete chamber flaggy (3), and it passes the preformed hole (10) on the light-weight thermal insulation material layer (2); Bonding is B dowel (7) fixedly, and B dowel (7) bottom also is umbrella shape B subumbrella head (15).
3. the compound disconnected cold bridge side fascia of the close pillar cream of concrete according to claim 1 is characterized in that: the B that the A of described A dowel (6) goes up umbrella head (9) position and B dowel (7) upward moves back or cuts the light-weight thermal insulation material layer (2) that removes part along width, length and depth direction with local the scalding of flatiron in umbrella head (12) position.
4. the compound disconnected cold bridge side fascia of the close pillar cream of concrete according to claim 1 is characterized in that: the light heat insulation material in the described light-weight thermal insulation material layer (2) is polyphenyl plate or extruded sheet or rock wool or vegetable fibre board.
5. the compound disconnected cold bridge side fascia of the close pillar cream of concrete according to claim 1; It is characterized in that: the place that is connected to each other between described light heat insulation material (3) connects with tongue and groove (16); The inside and outside both sides of light-weight thermal insulation material layer (2) are stained with fiber muscle (17), and light heat insulation material (3) is evenly equipped with along the length and width direction and wears dowel preformed hole (10).
6. the compound disconnected cold bridge side fascia of the close pillar cream of concrete according to claim 1; It is characterized in that: the compound disconnected cold bridge side fascia of the close pillar cream of described concrete can according to building height, the scale of construction and structure stress require different, increase the physical dimension of the close post of concrete in the specification of reserving concrete chamber flaggy (4) and the chamber; Can be according to different different with the building thermal-insulation energy-saving requirement of various places weather conditions, thicken or the thickness of attenuate light-weight thermal insulation material layer (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011203462396U CN202273356U (en) | 2011-09-16 | 2011-09-16 | Concrete dense-pillar gypsum composite broken cold bridge external wall plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011203462396U CN202273356U (en) | 2011-09-16 | 2011-09-16 | Concrete dense-pillar gypsum composite broken cold bridge external wall plate |
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| Publication Number | Publication Date |
|---|---|
| CN202273356U true CN202273356U (en) | 2012-06-13 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011203462396U Expired - Lifetime CN202273356U (en) | 2011-09-16 | 2011-09-16 | Concrete dense-pillar gypsum composite broken cold bridge external wall plate |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102359224A (en) * | 2011-10-24 | 2012-02-22 | 程松林 | Concrete close-column and gypsum composite external wall panel without cold bridge |
| CN103981958A (en) * | 2014-05-16 | 2014-08-13 | 赵国平 | Heat insulation plate connected to building outer wall |
-
2011
- 2011-09-16 CN CN2011203462396U patent/CN202273356U/en not_active Expired - Lifetime
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102359224A (en) * | 2011-10-24 | 2012-02-22 | 程松林 | Concrete close-column and gypsum composite external wall panel without cold bridge |
| CN103981958A (en) * | 2014-05-16 | 2014-08-13 | 赵国平 | Heat insulation plate connected to building outer wall |
| CN103981958B (en) * | 2014-05-16 | 2016-08-17 | 赵国平 | It is connected to the warming plate on building wall outer wall |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20120613 |
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| CX01 | Expiry of patent term |