CN201614677U - Industrialized construction plate type whole-decoration semi-cast-in-site concrete energy-saving earthquake-resistant structure - Google Patents
Industrialized construction plate type whole-decoration semi-cast-in-site concrete energy-saving earthquake-resistant structure Download PDFInfo
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- CN201614677U CN201614677U CN2010201128368U CN201020112836U CN201614677U CN 201614677 U CN201614677 U CN 201614677U CN 2010201128368 U CN2010201128368 U CN 2010201128368U CN 201020112836 U CN201020112836 U CN 201020112836U CN 201614677 U CN201614677 U CN 201614677U
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Abstract
The utility model discloses an industrialized construction plate type whole-decoration semi-cast-in-site concrete energy-saving earthquake-resistant structure, which comprises a wall body. The wall body is formed by combining base plates including an inner finished face formwork, an outer finished face formwork and two sections, the two sections are arranged between the inner finished face formwork and the outer finished face formwork and disposed symmetrically on the base plates, ends of two flanges of the sections turn outwards to be hook-shaped to form two connecting fixing ends, the four connecting fixing ends of the two sections are respectively connected with the inner finished face formwork and the outer finished face formwork, concrete is poured between the two sections of the base plates, and high strength concrete is poured in the sections after construction field is assembled, positioned and fixed. The building main body of the energy-saving earthquake-resistant structure is integrated with heat insulation and the decoration and fitment, structural integrity is good, wall materials are extremely fine in decoration durability, waterproof and fireproof properties, soundproof performance and earthquake resistant performance, and heat insulation and energy conservation are excellent.
Description
Technical field
The utility model relates to a kind of building, relates in particular to a kind of industrialization and builds the half energy-conservation earthquake proof construction of cast-in-place steel reinforced concrete of board-like full decoration.
Background technology
Present stage, industrialization, batch production aspect all had very large superiority with the primary structure material and the structural system of steel work as building.For example, China Patent No. " 200520142267.0 " discloses a kind of steel mesh framework concrete complex building, its applying date is on December 1st, 2005, notice of authorization day is on December 31st, 2006, and its technical scheme is whole assembling steel mesh framework more than 2 layers, and utilize himself lightweight, high-strength, finalize the design, locate, bear the working load performance, integral body is finished the concreting unit, integrated building structure, maintenance, insulation, the pipe engineering finished, and the three-dimensional superimposed house building of finishing.Steel work is one of realize that the building batch production produces the most effective, most convenient and the second best in quality approach.But the construction costs of masonry structure that steel building compares or reinforced concrete shear wall structure building is all high.Lightweight, durable, water resistance good, but can be also higher with the supporting composite wall material cost of steel building.
Existing frame structural beam, post have protruding line angle in the residential building room, not only influence attractive in appearancely, and function of use are affected.The connected node place of the mutual assembly unit of conventional concrete prefabricated units is difficult for handling, and also is easy to form the weak link of structure, and globality is poor.Cause the construction period long because of wet trade simultaneously, labour intensity is big, the expense height.
Existing building system all exists secondary decorations, secondary to install the expense of external and internal wall heat-insulation and heat-preservation, secondary installing door, window, pipe, line additional and to the problems such as destruction of agent structure, thereby cost increases, and construction is complicated, durability and intensity inequality.
The utility model content
The purpose of this utility model is to overcome the problems referred to above that existing building exists, provide a kind of industrialization to build the half energy-conservation earthquake proof construction of cast-in-place steel reinforced concrete of board-like full decoration, the utility model is firm durable, build rapidly, the industrialization level height, major structure of construction and thermal insulation and decorations combine together, building body structure and door, window, pipe, line combines together, and cost is low, and member and the batch production of facing template are produced and assembling, are transported to the job site after the assembling and only need finalize the design and locate, speed of application is fast, structural integrity is good, and materials for wall is decorated durability, water proofing property, fire line, sound insulation property and anti-seismic performance are all splendid, and thermal-insulation energy-conservation is effective.
For achieving the above object, the technical solution adopted in the utility model is as follows:
The half energy-conservation earthquake proof construction of cast-in-place steel reinforced concrete of board-like full decoration is built in a kind of industrialization, comprise body of wall, it is characterized in that: described body of wall is formed by substrate in combination, described substrate comprises interior trim face die plate, outside finish template and is arranged on two section bars between interior trim face die plate, the outside finish template, two section bars are provided with on substrate axisymmetricly, the outside turnover in the end on two edges of a wing of section bar is two of hook-shaped formation and is connected and fixed end, four of two section bars are connected and fixed end and are connected with the outside finish template with the interior trim face die plate respectively, have built concrete between two section bars in the substrate; Perhaps substrate comprises interior trim face die plate, outside finish template and four section bars, the outside turnover in the end on an edge of a wing of section bar is one of hook-shaped formation and is connected and fixed end, two section bars cooperate and form two of being connected with interior trim face die plate two ends and be connected and fixed end, in addition two section bars cooperate and form two of being connected with outside finish template two ends and be connected and fixed end, and substrate is interior has built foam concrete between the section bar at two ends.
When described substrate comprises two section bars, also comprise with substrate and connect into holistic stiffening girder or reinforcing prop, described stiffening girder or reinforcing prop comprise inner panel, outside plate and are arranged on two section bars between inner panel, the outside plate, two section bar axial symmetry are arranged on stiffening girder or the reinforcing prop, and four of two section bars are connected and fixed end and are connected with outside plate with inner panel respectively.
When described substrate comprises four section bars, also comprise with substrate and connect into holistic stiffening girder or reinforcing prop, described stiffening girder or reinforcing prop comprise inner panel, outside plate, insulating board and four section bars, two of inner panel and two section bars are connected and fixed end and are connected, two of two section bars of outside plate and other are connected and fixed end and are connected, and are provided with insulating board between two section bars of stiffening girder or reinforcing prop end.
When described substrate comprises four section bars, also comprise heat insulation backing plate, heat insulation backing plate is arranged on substrate middle part and substrate is separated into two-layer, and one deck has been built ordinary concrete, and another layer has been built foam concrete.
When described substrate comprised two section bars, section bar comprised two edges of a wing, is symmetricly set on the web of section bar.
Described section bar is provided with the indent rib in section bar.
Adopt advantage of the present utility model to be:
One, the mutual supplement with each other's advantages of the cast-in-situ concrete that prefabricated special steel member and globality are good: the section bar in the utility model is the same with general steel, but the most outstanding advantage is batch production production, quality guarantees easily, efficient and convenient, be easy to transportation, save cost, factory can realize Fast Installation, the industrialization degree height, section bar is easy to cutting and splicing, and the section bar of different size is made easily, the flexibility that has improved the component template change in size, can not raise the cost because of increasing the member kind, have the advantage of steel work in the construction stage, after the engineering completion, have the advantage of steel and concrete structure when finally using again.
Two, the mutual supplement with each other's advantages of the cast-in-place foamed concrete that prefabricated shaped-section and heat-insulation and heat-preservation are good: heat insulating material is directly cast-in-place on facing template steel framework in factory, be connected firmly, form nonvolatil insulation construction layer, the corresponding minimizing because of secondary installed the expense of external and internal wall heat-insulation and heat-preservation additional and causes destruction to agent structure.
Three, the facing plate directly at factory's clamping on prefabricated special steel structure, clamping is bonding firmly, making permanent formwork and facing plate uses, the facing template is convenient to cutting very much, dimensional flexibility is strong, but building diversity, elevation of building, plane can be comparatively rich and varied, can adapt to complicated architectural plane, simultaneously, correspondingly reduced because of the expense of secondary decorations and cause destruction to agent structure, permanent facing template is the necessary parts of full decorative architecture, has the function that stops concrete surface to shrink, ftracture and creep again.
Four, according to design, door, window, pipe, line all can be preset in the facing template steel framework, according to designing requirement, door that can supporting vacuum heat-insulation structure, window, curtain wall, sunlight roofing etc., supporting corresponding pipe, line, all be preset in the facing template steel framework, facing template steel construction unit light weight is out of shape little, lifting is convenient, it is in place to be convenient to integral hoisting, after the full cast-in-situ concrete, forms the building unit of integrated permanent; The door of supporting vacuum heat-insulation structure, window, curtain wall, sunlight roofing etc. simultaneously, correspondingly reduced because of the expense of secondary installing door, window, pipe, line and made salty destruction, owing to can be saved greatly and build long-term energy consumption to agent structure.
Five, the board-like full decoration half energy-conservation earthquake proof construction construction technology of cast-in-place steel reinforced concrete standardization, speed of application is fast, the industrialization level height, because this structural system material therefor is mainly section bar steel, facing template, heat insulation backing plate, concrete and heat-insulation and heat-preservation foam concrete, door, window, pipe, line, material therefor is of less types, simultaneously, the section bar construction technology is simple, is convenient to very much processing, and the clamping connection of facing template and section bar is also simple; And various component standardization designs, factory normalization processing, process velocity is fast, and quality is easy to guarantee; The utility model facing steel and concrete structure element quality is light, transportation and lifting are convenient, during transportation based on the steel and concrete structure unit, integral hoisting facing steel and concrete structure unit is in place, utilize facing steel and concrete structure unit system, self just has the ability of bearing the flooring working load, can avoid using in the room a large amount of supporting steel frames, in job site size fine strain of millet, the post concreting engineering; Can form stressed steel and concrete structure spare after the concrete setting, not need form removal, reduce the complexity of making construction cost and construction, realize the quality and the efficient of batch production; Because big or small fine strain of millet, the on-the-spot monobloc cast concrete of post, structure has good whole, has exempted form work engineering consumption thing consuming time, complex process and the big deficiency of quality assurance difficulty in the general concrete structure construction.
Six, the board-like full decoration half energy-conservation earthquake proof construction construction costs of cast-in-place steel reinforced concrete is low, because comparing with steel work to some extent, reduces steel using amount of the present utility model, a template and a die process of concrete work have been reduced simultaneously, reduced building secondary decoration operation, reduce the building secondary and installed external and internal wall heat-insulation and heat-preservation operation additional, reduced because of secondary installing door, window, pipe, line procedures, thereby the construction engineering cost reduction, the market competitiveness is extremely strong.
Seven, the utility model is a kind of building system with industrialization build model, structural system is reasonable, produce in factory and construction stage are the part steel and concrete structures, be that all steel mixes structure during final the use, can satisfy the environment and the load requirement of different regions, the unit batch production of full decoration steel and concrete structure is produced, the job site assemblingization, speed of application is fast, size fine strain of millet, structural integrity is good behind the on-the-spot monobloc cast concrete of post, anti-seismic performance is splendid, materials for wall is decorated good endurance, good waterproof performance, fire line is good, insulate against sound, thermal-insulation energy-conservation is effective, the full steel and concrete structure floor panels of decorating satisfies site assemblyization and sound insulation requirement, and building products quality height belongs to the green low-carbon building.
Description of drawings
Structural representation when Fig. 1 adopts two section bars for the utility model substrate
Fig. 2 is provided with structural representation behind stiffening girder or the reinforcing prop for Fig. 1 substrate
Fig. 3 is combined to form the schematic diagram of a word structure for Fig. 1 and Fig. 2
Fig. 4 is combined to form the schematic diagram of corner structure for Fig. 1 and Fig. 2
Fig. 5 is combined to form the schematic diagram of T type structure for Fig. 1 and Fig. 2
Fig. 6 is combined to form the schematic diagram of cross corner structure for Fig. 1 and Fig. 2
Structural representation when Fig. 7 adopts four section bars for the utility model substrate
Fig. 8 is provided with structural representation behind stiffening girder or the reinforcing prop for Fig. 7 substrate
Fig. 9 has a structural representation that is connected and fixed end for the section bar in the utility model
Figure 10 has two structural representations that are connected and fixed end for the section bar in the utility model
Be labeled as among the figure: 1, interior trim face die plate, 2, the outside finish template, 3, section bar, 4, be connected and fixed end, 5, concrete, 6, strong concrete, 7, stiffening girder or reinforcing prop, 8, inner panel, 9, outside plate, 10, indent rib, 11, foam concrete, 12, insulating board, 13, heat insulation backing plate.
The specific embodiment
Embodiment 1
The half energy-conservation earthquake proof construction of cast-in-place steel reinforced concrete of board-like full decoration is built in a kind of industrialization, comprise body of wall, body of wall is formed by substrate in combination, substrate comprises interior trim face die plate 1, outside finish template 2 and is arranged on two section bars 3 between interior trim face die plate 1, the outside finish template 2, two section bars 3 are provided with on substrate axisymmetricly, the outside turnover in the end on two edges of a wing of section bar 3 is two of hook-shaped formation and is connected and fixed end 4, four of two section bars 3 are connected and fixed end 4 and are connected with outside finish template 2 with interior trim face die plate 1 respectively, and interior 3 of two section bars of substrate have been built concrete 5.
The utility model also comprises with substrate and connects into holistic stiffening girder or reinforcing prop 7, stiffening girder or reinforcing prop 7 comprise inner panel 8, outside plate 9 and are arranged on two section bars 3 between inner panel 8, the outside plate 9, two section bar 3 axial symmetry are arranged on stiffening girder or the reinforcing prop 7, and four of two section bars 3 are connected and fixed end 4 and are connected with outside plate 9 with inner panel 8 respectively.
As shown in the figure, the body of wall of the utility model formation one word structure capable of being combined, corner structure, T type structure, cross corner structure.In substrate, built concrete 5 during produce in factory between two section bars.
In the utility model, the half energy-conservation earthquake proof construction of cast-in-place steel reinforced concrete of board-like full decoration is wall, post steel frame, floor, the joist steel skeleton by making such as section bars, and the last facing template of body of wall interior trim face die plate, outside finish template, floor, following facing template (as slabstone, ceramic tile, glass etc.) etc. is assembled into facing slab framework in factory; Door, window, pipe, line can be preset in the facing slab framework simultaneously, have only the big or small fine strain of millet, post facing slab framework wouldn't pouring concrete, form a kind of half-finished board-like full decoration steel and concrete structure plate unit.Be transported to the job site, after the steel and concrete structure plate unit layering hoisting and locating, give in big or small fine strain of millet, the post facing slab framework respectively again and build strong concrete 6, form the half energy-conservation earthquake proof construction of cast-in-place steel reinforced concrete of board-like full decoration.Be characterized in without reinforcing bar, without template, utilize shingle nail, floor plate (slabstone, ceramic tile, glass etc.) in factory, make half-finished board-like full decoration steel and concrete structure plate unit behind the concreting, be transported to typing and the location of job site realization to the structural member unit, and bear working load, be to be that half steel mixes structure the construction stage, behind big or small fine strain of millet, the full concreting of post, just help steel and concrete structure.Finally finish " the half energy-conservation earthquake proof construction of cast-in-place steel reinforced concrete of board-like full decoration ".
Interior trim face die plate and outside finish template are metal and non-metal board, reach outside being connected and fixed on the end limit of turning down in end that synthetic slabstone, ceramic tile, glass etc. are fixed on the section bar steel edge of a wing as natural stone, form permanent facing template and decorations panel construction.
The utility model can all be built ordinary concrete, forms permanent concrete structure unit.Size fine strain of millet, post wouldn't concreting when produce in factory, is transported to the job site and realizes behind the typing of structural member unit and the location, again concreting.
Door, window, pipe, line be according to designing requirement, door that can supporting vacuum heat-insulation structure, window, curtain wall, sunlight roofing etc., and supporting corresponding pipe, line all are preset in the facing template steel framework, behind factory's pouring concrete, form the nonvolatil building unit of semiproduct.
Embodiment 2
The half energy-conservation earthquake proof construction of cast-in-place steel reinforced concrete of board-like full decoration is built in a kind of industrialization, comprise body of wall, body of wall is formed by substrate in combination, substrate comprises interior trim face die plate 1, outside finish template 2 and four section bars 3, the outside turnover in the end on an edge of a wing of section bar 3 is one of hook-shaped formation and is connected and fixed end 4, two section bars 3 cooperate and form two of being connected with interior trim face die plate 1 two ends and be connected and fixed and hold 4, in addition two section bars 3 cooperate and form two of being connected with outside finish template 2 two ends and be connected and fixed and hold 4, and substrate is interior has built foam concrete 11 between the section bar 3 at two ends.
The utility model also comprises with substrate and connects into holistic stiffening girder or reinforcing prop 7, stiffening girder or reinforcing prop 7 comprise inner panel 8, outside plate 9, insulating board 12 and four section bars 3, two of inner panel 8 and two section bars 3 are connected and fixed end 4 and are connected, two of two section bars 3 of outside plate 9 and other are connected and fixed end 4 and are connected, and between two section bars of stiffening girder or reinforcing prop 7 ends insulating board 12 are set.
In the utility model, when substrate comprises four section bars 3, also comprise heat insulation backing plate 13, heat insulation backing plate 13 is arranged on the substrate middle part and substrate is separated into two-layer, every layer comprises two section bars 3, and one deck has been built ordinary concrete 5 therein, and another layer has been built foam concrete 11.The utility model section bar is provided with the indent rib 10 in section bar.
The body of wall of the utility model formation one word structure capable of being combined, corner structure, T type structure, cross corner structure.Factory wouldn't build strong concrete during product in section bar, heat insulation backing plate one side is built ordinary concrete in substrate, and opposite side is built foam concrete 11, all builds strong concrete 6 after being transported to the job site in stiffening girder or reinforcing prop.
In the utility model, heat insulation backing plate can adopt as bamboo board, fiberboard etc., forms nonvolatil bridge insulation thermal resistance plated construction.Heat insulation insulating foam concreting (as outer insulation) or inboard (as interior insulation) outside heat insulation backing plate forms permanent heat-insulation and heat-preservation foam concrete structure during produce in factory.Only make heat-insulation and heat-preservation with can not adorning heat insulation backing plate, all build heat-insulation and heat-preservation foam concrete, form permanent full heat-insulation and heat-preservation foam concrete structure.Ordinary concrete is cast in the heat insulation backing plate outside or the permanent concrete structure of inboard formation.
Above-described only is preferred implementation of the present utility model.Should be understood that; for the person of ordinary skill of the art; under the prerequisite that does not break away from the utility model principle; need not the technical characterictic that the process creative work just can be associated; can also make some modification and improvement; these variations obviously all should be considered as equivalent feature, still belong within the protection domain of the utility model patent.
Claims (6)
1. the half energy-conservation earthquake proof construction of cast-in-place steel reinforced concrete of board-like full decoration is built in an industrialization, comprise body of wall, it is characterized in that: described body of wall is formed by substrate in combination, described substrate comprises interior trim face die plate (1), outside finish template (2) and be arranged on interior trim face die plate (1), two section bars (3) between the outside finish template (2), two section bars (3) are provided with on substrate axisymmetricly, the outside turnover in the end on two edges of a wing of section bar (3) is two of hook-shaped formation and is connected and fixed end (4), four of two section bars (3) are connected and fixed end (4) and are connected with outside finish template (2) with interior trim face die plate (1) respectively, have built concrete (5) between two section bars (3) in the substrate; Perhaps substrate comprises interior trim face die plate (1), outside finish template (2) and four section bars (3), the outside turnover in the end on an edge of a wing of section bar (3) is one of hook-shaped formation and is connected and fixed end (4), two section bars (3) cooperate to form two of being connected with interior trim face die plate (1) two ends and are connected and fixed end (4), in addition two section bars (3) cooperate and form two of being connected with outside finish template (2) two ends and be connected and fixed end (4), are positioned in the substrate between the section bar (3) at two ends to have built foam concrete (11).
2. the half energy-conservation earthquake proof construction of cast-in-place steel reinforced concrete of board-like full decoration is built in industrialization according to claim 1, it is characterized in that: when described substrate comprises two section bars, also comprise with substrate and connect into holistic stiffening girder or reinforcing prop (7), described stiffening girder or reinforcing prop (7) comprise inner panel (8), outside plate (9) and are arranged on two section bars (3) between inner panel (8), the outside plate (9), two section bars (3) axial symmetry is arranged on stiffening girder or the reinforcing prop (7), and four of two section bars (3) are connected and fixed end (4) and are connected with outside plate (9) with inner panel (8) respectively.
3. the half energy-conservation earthquake proof construction of cast-in-place steel reinforced concrete of board-like full decoration is built in industrialization according to claim 1, it is characterized in that: when described substrate comprises four section bars (3), also comprise with substrate and connect into holistic stiffening girder or reinforcing prop (7), described stiffening girder or reinforcing prop (7) comprise inner panel (8), outside plate (9), insulating board (12) and four section bars (3), two of inner panel (8) and two section bars (3) are connected and fixed end (4) and are connected, two of outside plate (9) and other two section bars (3) are connected and fixed end (4) and are connected, and between two section bars (3) of stiffening girder or reinforcing prop (7) end insulating board (12) are set.
4. build the half energy-conservation earthquake proof construction of cast-in-place steel reinforced concrete of board-like full decoration according to claim 1 or 3 described industrialization, it is characterized in that: when described substrate comprises four section bars (3), also comprise heat insulation backing plate (13), heat insulation backing plate (13) is arranged on the substrate middle part and substrate is separated into two-layer, one deck has been built ordinary concrete, and another layer has been built foam concrete (11).
5. the half energy-conservation earthquake proof construction of cast-in-place steel reinforced concrete of board-like full decoration is built in industrialization according to claim 1 and 2, and it is characterized in that: when described substrate comprised two section bars (3), section bar comprised two edges of a wing, is symmetricly set on the web of section bar.
6. build the half energy-conservation earthquake proof construction of cast-in-place steel reinforced concrete of board-like full decoration according to claim 1,2 or 3 described industrialization, it is characterized in that: described section bar (3) is provided with the indent rib (10) in section bar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201128368U CN201614677U (en) | 2010-02-11 | 2010-02-11 | Industrialized construction plate type whole-decoration semi-cast-in-site concrete energy-saving earthquake-resistant structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201128368U CN201614677U (en) | 2010-02-11 | 2010-02-11 | Industrialized construction plate type whole-decoration semi-cast-in-site concrete energy-saving earthquake-resistant structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201614677U true CN201614677U (en) | 2010-10-27 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010201128368U Expired - Fee Related CN201614677U (en) | 2010-02-11 | 2010-02-11 | Industrialized construction plate type whole-decoration semi-cast-in-site concrete energy-saving earthquake-resistant structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201614677U (en) |
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2010
- 2010-02-11 CN CN2010201128368U patent/CN201614677U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20101027 Termination date: 20190211 |