CN203320739U - Formwork thermal insulation integrated wallboard and integrally-poured construction building - Google Patents
Formwork thermal insulation integrated wallboard and integrally-poured construction building Download PDFInfo
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- CN203320739U CN203320739U CN201320424516XU CN201320424516U CN203320739U CN 203320739 U CN203320739 U CN 203320739U CN 201320424516X U CN201320424516X U CN 201320424516XU CN 201320424516 U CN201320424516 U CN 201320424516U CN 203320739 U CN203320739 U CN 203320739U
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Abstract
The utility model discloses a formwork thermal insulation integrated wallboard and an integrally-poured construction building. Formwork thermal insulation integrated boards are used in a wall body, column bodies, parts of ring beams and a roof panel. The whole construction building is formed by concrete in an integrated pouring mode. Better anti-seismic, sealing and thermal insulation performance is achieved, construction cost is further lowered, and construction efficiency is improved.
Description
Technical field
The utility model relates to a kind of residential building, is specifically related to a kind of form insulation integrated wallboard and integrated poured building.
Background technology
The job practices in existing residential house, mainly comprise job practices and the job practices based on steel work based on reinforced concrete structure.In the job practices based on reinforced concrete structure, the frame construction of generally at first constructing after building foundation completes is then filled fragment of brick in framework, and at interior lateral surface construction one deck cement of brick wall.Its major defect is:
The first, building operations program complexity, the amount of labour is large, long in time limit, produces a large amount of building wastes, and because the site operation amount is difficult to greatly realize strict quality control.
The second, the concrete of whole building body is implemented respectively cast in different construction part, builds rear mutual independence, is difficult to guarantee the bulk strength of building, and anti-seismic performance, sealing performance etc. can not be satisfactory.
Three, when construction framework and coating cement, need use frequently, in enormous quantities template, beam, post, plate need maintenance, have increased construction cost and have affected construction efficiency.
Four, after main body construction, need atrial septum to process from, decorating inner and external walls and insulation, the house building cycle is longer, and construction cost further improves.
Five, need to carry out maintenance to cement, not only extend construction period, and on-the-spot maintenance construction is difficult to guarantee operation and quality requirement.
Six, after wall construction, need other insulation to process, the one side complex operation, long construction period, key issue is: the later stage insulation layer can't lose efficacy prior to body of wall, can't guarantee the same life-span of insulation layer and house, need often to repair insulation layer in the house use procedure, make troubles to the house user.
The utility model content
The utility model aims to provide a kind of form insulation integrated wallboard and integrated poured building, in order to overcome the existing defect based on the structure of reinforced concrete house, technical problem to be solved is, building operations efficiency is higher, cycle is shorter, and being integral structure after house concreting, have better capability and performance, the same life-span of insulation layer and body of wall, and construction is more convenient.
In order to solve the problems of the technologies described above, the utility model has adopted following technical scheme:
A kind of form insulation integrated wallboard and integrated poured building, comprise reinforced concrete foundation, the body of wall that steel concrete is inside arranged, the structural column that steel concrete is inside arranged, the exterior wall collar tie beam that steel concrete is inside arranged, inside have steel concrete Vierendeel girder and in the indoor partition collar tie beam of steel concrete is arranged, it is characterized in that: described RC Continuous everywhere becomes an integral body; Described body of wall comprises the medial and lateral ash wall body plate be arranged in parallel, and the ash wall body plate of each side continues and forms by the mutual mode of pegging graft or overlapping of side by several ash wall body plate unit; Wherein the inboard of the ash wall body plate of a side is fixedly connected with wall support, the interior side contacts of the other end of wall support and opposite side ash wall body plate; Also comprise longitudinal reinforcement post and reinforcing bar between external wall body plate, described reinforcing bar comprises horizontal reinforcement and oblique reinforcing bar; Ash wall body plate forms by facing one another insulation layer and the sheet material that face laminating is fixed together.
Described sheet material is cement board; Described insulation layer is the composite polyurethane plate that hard bubbles.
Inside and outside each two ash wall body plate of described body of wall are mounted for a construction cell relatively, and each construction cell center is provided with a longitudinal reinforcement post, is provided with two oblique reinforcing bars that cross one another in each construction cell; The two ends up and down of described longitudinal reinforcement post and oblique reinforcing bar all exceed the two ends up and down of interior external wall body plate, wherein, downward exceed part for penetrate in reinforced concrete foundation or the collar tie beam of body of wall below in, what make progress exceeds part in the collar tie beam that penetrates the body of wall top.
Described indoor partition collar tie beam comprises left beam body plate and right beam body plate, left beam body plate comprises left riser and with left riser one and be positioned at the left plate of left riser lower end, left riser and left plate are 90 ° of angles mutually, the left side of left plate is concordant with the left surface of left riser, right beam body plate comprises right riser and with right riser one and be positioned at the right flat board of right riser lower end, right riser and right flat board are 90 ° of angles mutually, the right side of right flat board is concordant with the right flank of right riser, left riser is concordant with right planar bottom surface with the concordant left plate in right riser upper end, the inner face of left plate or the inboard that a little inwardly surmount this outer sheet material concordant with the inboard of sheet material outside left wallboard, the inner face of right flat board or the inboard that a little inwardly surmount this outer sheet material concordant with the inboard of sheet material outside right wallboard.
Described exterior wall collar tie beam comprises and is provided with wall support as the outer wall board of wall board and interior wall sheet material between the outer wall board of setting parallel to each other and interior wall sheet material; The outer wall board upper end is higher than interior wall sheet material upper end, the height that the two difference in height is the exterior wall collar tie beam.
Described Vierendeel girder comprises the structural column of the left and right sides, and described structural column is surrounded by post outer panel, post interior plate, post front side board and post back side panel, and its center pillar outer panel upper end is higher than post interior plate upper end, and the two difference in height is the framework depth of beam; Also comprise that two ends are fixedly mounted on respectively between the structural column of the left and right sides and as two of the front and back beam body riser of beam slab body be fixedly mounted on respectively between the structural column of the left and right sides, two beam body riser lower ends as the beam body flat board of beam slab body before and after being positioned at, before and after two beam body riser shape and size all identical and there is identical left and right, upper-lower position, be provided with the beam body reinforcing bar be connected with left and right sides post reinforcing bar in the space surrounded with beam body flat board at two of front and back beam body riser; End, two of the left and right of wherein said beam body flat board is respectively with the overlap joint hyoplastron, and the outer end of overlap joint hyoplastron outwards surpasses described post interior plate but has certain distance with the post outer panel, to reserve the passage at beam body space and cylinder space continuous concrete placing.
Described structural column comprises each two cylinders flat boards and cylinder corner board, the outer side edges of first cylinder flat board is with 45 ° of assembling inclined-planes, the interior outer side edges of second cylinder flat board is respectively with 45 ° of assembling inclined-planes, works in coordination and form the first external corner of cylinder in 45 ° of assembling inclined-planes of 45 ° of assembling inclined-planes of first cylinder flat board and second cylinder flat board; The outer side edges of first corner board is worked in coordination and is formed the second external corner of cylinder with 45 ° of assembling inclined-planes and by the assembling inclined-plane, 45 ° of inboards of these 45 ° assembling inclined-planes and second cylinder flat board; The turning of first corner board is as the first inner corner trim of cylinder; The turning of second corner board is as the second inner corner trim of cylinder.
Can also comprise basement.
Good effect of the present utility model is:
The first, heat insulation integrated ash wall body plate of the present utility model etc. adopts the batch production manufacture, and on-the-spot the installation not only has quick for installationly, and the outstanding feature of saving of work and time, can realize factorial construction, do not produce building waste, and the quality control of being more convenient for.
The second, whole building adopts integrated pouring concrete, and has adopted steel bar column and oblique reinforcing bar in wallboard, the body of wall load-bearing, and the house classification of waterproof that utilizes the utility model to build reaches one-level, the fire-protection rating one-level, antidetonation reaches 9 grades of degree of splitting.And there is insulation, wind resistance, protection against the tide, the sound insulation that obviously is better than the existing building house, longer service life.Be particularly suitable for Urban renewal, new countryside construction, the hilly ground building construction, used in rainy, high wind area, the multiple band building construction of earthquake.
Three, saved template in the construction, and wallboard used, beam slab and post plate to be insulation, waterproof, fire prevention, sound insulation integrated, further reduced construction cost and improved construction efficiency.
Four, adopt job practices of the present utility model, due to sheet material external surface used can process smoothly, attractive in appearance, wall, beam, post needn't maintenances, saved the house decoration link, the house sense is stronger, more attractive in appearance, and has saved a large amount of human and material resources and financial resources.
Five, can save steel more than 30%, cement consumption is decrease also.
Six, due to concrete between sheet material, saved the cement conservation operation.
Seven, body of wall self, with insulation layer, does not need to do in addition insulation and processes, the same life-span of insulation layer and body of wall.
The accompanying drawing explanation
Fig. 1 is the structural representation of the utility model body of wall.Concrete, reinforcing bar and steel bar column have been omitted in figure.
Fig. 2 shows the utility model reinforcing bar and steel bar column mounting means schematic diagram.The inboard that has shown two adjacent wall element in figure.
Fig. 3 is the structural representation (not concreting state) of the utility model cylinder.
Fig. 4 is the structural representation of the utility model indoor partition collar tie beam.
Fig. 5 is the structural representation of the utility model beam body plate.
Fig. 6 is the mounting means schematic diagram of the utility model indoor partition collar tie beam.
Fig. 7 is the structural representation of the utility model exterior wall collar tie beam.
Fig. 8 is the structural representation of the utility model Vierendeel girder.
Fig. 9 is the planform schematic diagram of the steel concrete part in house that the utility model is built.
The specific embodiment
Further illustrate the utility model below in conjunction with accompanying drawing and construction sequence embodiment.
One, foundation construction: construction reinforced bar concrete foundation 5, longitudinal reinforcement wherein protrudes upward from reinforced concrete foundation 5, for wall, post in bar splicing.Can also comprise basement construction.Do waterproofing work at edge joint position after basement construction.
Two, exterior wall, post construction: at first vertical exterior wall side sheet and mixed lateral column plate also make the exterior wall side sheet and the mixed lateral column board connects, utilize outrigger External Wall side sheet and mixed lateral column plate to carry out temporary supporting, fixing, then colligation wall steel bar and post reinforcing bar, in the gap of wall steel bar, install again suspension end for the inner side of outer wall wallboard within the contacted wall support of sidewall, the root of wall support and the medial surface of exterior wall side sheet are fixed, then detain inner side of outer wall wallboard and columnae medialis plate, inner side of outer wall wallboard and columnae medialis board are connect, finally body of wall and cylinder being carried out to reinforcement by connection makes body of wall and cylinder become overall structure.
Wherein, described body of wall has following structure:
Comprise the medial and lateral ash wall body plate 1 be arranged in parallel, the ash wall body plate 1 of each side continues and forms by the mutual mode of pegging graft or overlapping of side by several ash wall body plate unit.Wherein the inboard of the ash wall body plate 1 of a side is fixedly connected with wall support 2, the interior side contacts of the other end of wall support 2 and opposite side ash wall body plate 1, as shown in Figure 1.
Also comprise longitudinal reinforcement post 3 and reinforcing bar 4 between external wall body plate 1, described reinforcing bar 4 comprises horizontal reinforcement and oblique reinforcing bar, the junction of longitudinal reinforcement post 3 and reinforcing bar 4 adopts the colligation mode to be connected to each other, the two ends up and down of described longitudinal reinforcement post 3 and oblique reinforcing bar all exceed the two ends up and down of interior external wall body plate 1, wherein, downward exceed part for penetrate in reinforced concrete foundation 5 or the collar tie beam of body of wall below in, what make progress exceeds part in the collar tie beam that penetrates the body of wall top.Fluid concrete 3 between interior external wall body plate 1.During construction, at first install, connect longitudinal reinforcement post 3 and reinforcing bar 4, then inboard ash wall body plate, wall support, outside ash wall body plate are installed, last fluid concrete.
Still as Fig. 1, ash wall body plate 1 forms by facing one another insulation layer 1-2 and the sheet material 1-1 that the face laminating is fixed together.Wherein, described sheet material 1-1 is generally cement board.The utility model is during as exterior wall, the insulation layer 1-2 composite polyurethane plate that preferably hard bubbles, and the utility model is during as inner wall, and insulation layer 1-2 can be the composite polyurethane plate that hard bubbles, and can be also the warming plate of other material.
In the practice of construction operation, usually inside and outside each two ash wall body plate are installed relatively as a construction cell.In this case, each construction cell center is provided with a longitudinal reinforcement post 3, is provided with two oblique reinforcing bars that cross one another in each construction cell, as shown in Figure 2.
Described cylinder has following structure:
Comprise and erect the cylinder dull and stereotyped 6 that is seated in reinforced concrete foundation 5 upper surfaces and erect the cylinder corner board 7 that is seated in reinforced concrete foundation 5 upper surfaces.Being provided with root in the space surrounded at described cylinder dull and stereotyped 6 and cylinder corner board 7 is positioned at the reinforcing bar within reinforced concrete foundation 5 and has built concrete.As Fig. 3.
Concrete structure is as follows: the cylinder of this structural column dull and stereotyped 6 and cylinder corner board 7 are each two.The inner side edge band of first cylinder flat board 6 is useful on post plate groove or post plate raised line or the post plate overlap joint mouthful of with ash wall body plate, pegging graft and coordinating, and outer side edges is with 45 ° of assembling inclined-planes.The interior outer side edges of second cylinder flat board 6 is respectively with 45 ° of assembling inclined-planes, works in coordination and form the first external corner of cylinder in 45 ° of assembling inclined-planes of 45 ° of assembling inclined-planes of first cylinder flat board 6 and second cylinder flat board 6.The outer side edges of first corner board 7 is worked in coordination and is formed the second external corner of cylinder with 45 ° of assembling inclined-planes and by the assembling inclined-plane, 45 ° of inboards of these 45 ° assembling inclined-planes and second cylinder flat board 6.The turning of first corner board 7 is as the first inner corner trim of cylinder.The inner side edge band of first corner board 7 is useful on groove or raised line or the overlap joint mouthful of with ash wall body plate, pegging graft and coordinating.Two sides of second corner board 7 are all with being useful on groove or raised line or the overlap joint mouthful of with ash wall body plate, pegging graft and coordinating.The turning of second corner board 7 is as the second inner corner trim of cylinder.Still as Fig. 3.
Three, interior wall construction: at first vertical interior wall side sheet also makes the interior wall side sheet and the mixed lateral column board connects, utilize outrigger to carry out temporary supporting, fixing to the interior wall side sheet, then colligation wall steel bar, in the gap of wall steel bar, install again suspension end for the interior wall side lining within the contacted wall support of sidewall, the root of wall support and the medial surface of interior exterior wall side sheet are fixed, then detain the interior wall side lining, interior wall side lining and columnae medialis board are connect, finally inner wall is carried out to reinforcement by connection and make body of wall and cylinder become overall structure.
Wherein, described inner wall has the structure identical with exterior wall, and only thickness there are differences.Its insulation flaggy also may there are differences as required.
Four, construction indoor partition collar tie beam: the indoor partition collar tie beam comprises left beam body plate and right beam body plate, left beam body plate comprises left riser and with left riser one and be positioned at the left plate of left riser lower end, left riser and left plate are 90 ° of angles mutually, the left side of left plate is concordant with the left surface of left riser, right beam body plate comprises right riser and with right riser one and be positioned at the right flat board of right riser lower end, right riser and right flat board are 90 ° of angles mutually, the right side of right flat board is concordant with the right flank of right riser, left riser is concordant with right planar bottom surface with the concordant left plate in right riser upper end, concordant or the inboard that a little inwardly surmounts this outer sheet material, the inboard of sheet material outside side sheet in the inner face of left plate and interior wall, the inner face of right flat board or the inboard that a little inwardly surmount this outer sheet material concordant with the inboard of sheet material outside inner wall panel.
Concrete structure is as follows:
As Fig. 4,6, indoor partition collar tie beam of the present utility model comprises as the left beam body plate of beam body plate 8 and right beam body plate.Reinforcing bar is installed and is filled with concrete between left beam body plate and right beam body plate.
Left beam body plate comprises left riser and with left riser one and be positioned at the left plate of left riser lower end, left riser and left plate are 90 ° of angles mutually, and the left side of left plate is concordant with the left surface of left riser.Right beam body plate comprises right riser and with right riser one and be positioned at the right flat board of right riser lower end, right riser and right flat board are 90 ° of angles mutually, and the right side of right flat board is concordant with the right flank of right riser.Left riser is concordant with right planar bottom surface with the concordant left plate in right riser upper end.
As Fig. 5, left riser comprises collar tie beam sheet material 8-1 and the collar tie beam insulation layer 8-2 that is fixed in collar tie beam sheet material 8-1 inboard, and left plate also comprises collar tie beam sheet material 8-1 and is fixed in the collar tie beam insulation layer 8-2 of collar tie beam sheet material 8-1 inboard.Right riser comprises collar tie beam sheet material 8-1 and the collar tie beam insulation layer 8-2 that is fixed in collar tie beam sheet material 8-1 inboard, and right flat board also comprises collar tie beam sheet material 8-1 and is fixed in the collar tie beam insulation layer 8-2 of collar tie beam sheet material 8-1 inboard.
The inboard sheet material of left riser and left plate upside sheet material is one each other, left riser outside sheet material and left plate downside sheet material is one each other, similarly, the inboard sheet material of right riser and right dull and stereotyped upside sheet material is one each other, and right riser outside sheet material and right dull and stereotyped downside sheet material is one each other.
Still, as shown in Fig. 4,6, in building operations, the flat board of beam body plate 8 is seated on the indoor partition 9 as load bearing wall, and the riser lateral surface leans against trend and intersects with indoor partition on the body of wall of (such as square crossing).
As Fig. 6, described indoor partition 9 comprises as the left wallboard of wallboard 9-1 and right wallboard, and reinforcing bar is installed and is filled with concrete between left wallboard and right wallboard.Wallboard 9-1 has double-layer structure parallel to each other: outer sheet material and laminating are fixed on the insulation layer of outer sheet material inboard.The inner face of left plate or the inboard that a little inwardly surmount this outer sheet material concordant with the inboard of sheet material outside left wallboard, the inner face of right flat board or the inboard that a little inwardly surmount this outer sheet material concordant with the inboard of sheet material outside right wallboard, purpose is fluid concrete and the insulation layer in wallboard 9-1, to guarantee that between beam, wall, connection is more firm, junction has better sealing.
Five, the construction Vierendeel girder is also installed floor: the Vierendeel girder of at first constructing, the whole floor in one, each room, be placed in wall by lifting mode, on post, the edge of floor is seated on side lining and columnae medialis plate to be held, the inner face of left plate or the inboard that a little inwardly surmount this outer sheet material concordant with the inboard of sheet material outside left wallboard, the inner face of floor or the inboard that a little inwardly surmount this side lining or columnae medialis plate concordant with side lining or columnae medialis plate, inwardly to reserve, between side sheet and in, the passage of fluid concrete between the mixed lateral column plate, last reinforcement by connection between body of wall and floor and cylinder and floor.
Six, lay the floor insulation layer.
Seven, build stair: stair are lifted to the installation that puts in place, and stair reinforcing steel bars exposed end is for overlapping with ring beam reinforcing steel bar.
Eight, assembling reinforcement: colligation inner, external wall ring beam reinforcing steel bar forms the collar tie beam main body, and makes floor bar and ring beam reinforcing steel bar overlap joint, post reinforcing bar and ring beam reinforcing steel bar overlap joint, ring beam reinforcing steel bar and stair bar splicing.
Nine, fluid concrete: adopt by the self-flowing dense concrete of high strength cement preparation and poured into a mould, body of wall, cylinder, floor, collar tie beam are become one.Then the last layer of constructing building.
Ten, roofing construction: after the typical floor construction, at the superiors' reinforcement placing concrete roof beam, the reinforcing bar of roof girder is connected respectively with body of wall, cylinder, ring beam reinforcing steel bar; lay roof panel on roof girder, reinforcement by connection, water detection is flat; construction waterproof layer and topping thereof, finally install photovoltaic panel.
Exterior wall collar tie beam of the present utility model has following structure:
As Fig. 7, the exterior wall collar tie beam comprises as the outer wall board of wall board and interior wall sheet material, be provided with wall support 2 between the outer wall board of setting parallel to each other and interior wall sheet material, also be provided with wall steel bar between outer wall board and interior wall sheet material and be cast with walls concrete.The outer wall board upper end is higher than interior wall sheet material upper end, the height that the two difference in height is the exterior wall collar tie beam.Be useful on the beam body reinforcing bar be connected with the reinforcing bar of wall steel bar and floor 14 respectively in the outer wall board installed inside, and be provided with the beam body concrete of pouring into a mould with described walls concrete one in the outer wall board inboard.
Vierendeel girder of the present utility model has following structure:
As Fig. 8, Vierendeel girder comprises the structural column of the left and right sides, described structural column is surrounded by post outer panel 10, post interior plate 11, post front side board and post back side panel, its center pillar outer panel 10 upper ends are higher than post interior plate 11 upper ends, the two difference in height is the framework depth of beam, in column body, is provided with the post reinforcing bar and has built the post concrete.This Vierendeel girder also comprises that two ends are fixedly mounted on respectively between the structural column of the left and right sides and as two of the front and back beam body riser 12 of beam slab body be fixedly mounted on respectively between the structural column of the left and right sides, two beam body riser 12 lower ends as the beam body flat board 13 of beam slab body before and after being positioned at, before and after two beam body riser 12 shape and size all identical and there is identical left and right, upper-lower position, be provided with the beam body reinforcing bar be connected with left and right sides post reinforcing bar in the space surrounded with beam body flat board 13 at two of front and back beam body riser 12 and the beam body concrete of pouring into a mould with post concrete one is arranged.End, two of the left and right of wherein said beam body flat board 13 is respectively with overlap joint hyoplastron 13-1, the outer end of overlap joint hyoplastron 13-1 outwards surpasses described post interior plate 11 but has certain distance with post outer panel 12, to reserve the passage at beam body space and cylinder space continuous concrete placing.
If remove ash wall body plate, beam body plate, cylinder plate, the steel concrete of whole building is the continuous integrated state shown in Fig. 9.
Claims (10)
1. a form insulation integrated wallboard and integrated poured building, comprise reinforced concrete foundation (5), the body of wall that steel concrete is inside arranged, the structural column that steel concrete is inside arranged, the exterior wall collar tie beam that steel concrete is inside arranged, inside have steel concrete Vierendeel girder and in the indoor partition collar tie beam of steel concrete is arranged, it is characterized in that: described RC Continuous everywhere becomes an integral body; Described body of wall comprises the medial and lateral ash wall body plate (1) be arranged in parallel, and the ash wall body plate of each side (1) continues and forms by the mutual mode of pegging graft or overlapping of side by several ash wall body plate unit; Wherein the inboard of the ash wall body plate of a side (1) is fixedly connected with wall support (2), the interior side contacts of the other end of wall support (2) and opposite side ash wall body plate (1); Also comprise the longitudinal reinforcement post (3) and the reinforcing bar (4) that are positioned between external wall body plate (1), described reinforcing bar (4) comprises horizontal reinforcement and oblique reinforcing bar; Ash wall body plate (1) forms by facing one another insulation layer (1-2) and the sheet material (1-1) that face laminating is fixed together.
2. form insulation integrated wallboard as claimed in claim 1 and integrated poured building, it is characterized in that: described sheet material (1-1) is cement board; Described insulation layer (1-2) is the composite polyurethane plate that hard bubbles.
3. form insulation integrated wallboard as claimed in claim 1 and integrated poured building, it is characterized in that: inside and outside each two ash wall body plate of described body of wall are mounted for a construction cell relatively, each construction cell center is provided with a longitudinal reinforcement post (3), is provided with two oblique reinforcing bars that cross one another in each construction cell; The two ends up and down of described longitudinal reinforcement post (3) and oblique reinforcing bar all exceed the two ends up and down of interior external wall body plate, wherein, downward exceed part for penetrate in reinforced concrete foundation (5) or the collar tie beam of body of wall below in, what make progress exceeds part in the collar tie beam that penetrates the body of wall top.
4. as claim 1 or 2 or 3 described form insulation integrated wallboard and integrated poured buildings, it is characterized in that: described indoor partition collar tie beam comprises left beam body plate and right beam body plate, left beam body plate comprises left riser and with left riser one and be positioned at the left plate of left riser lower end, left riser and left plate are 90 ° of angles mutually, the left side of left plate is concordant with the left surface of left riser, right beam body plate comprises right riser and with right riser one and be positioned at the right flat board of right riser lower end, right riser and right flat board are 90 ° of angles mutually, the right side of right flat board is concordant with the right flank of right riser, left riser is concordant with right planar bottom surface with the concordant left plate in right riser upper end, the inner face of left plate or the inboard that a little inwardly surmount this outer sheet material concordant with the inboard of sheet material outside left wallboard, the inner face of right flat board or the inboard that a little inwardly surmount this outer sheet material concordant with the inboard of sheet material outside right wallboard.
5. as claim 1 or 2 or 3 described form insulation integrated wallboard and integrated poured buildings, it is characterized in that: described exterior wall collar tie beam comprises and is provided with wall support (2) between the outer wall board of setting parallel to each other and interior wall sheet material as the outer wall board of wall board and interior wall sheet material; The outer wall board upper end is higher than interior wall sheet material upper end, the height that the two difference in height is the exterior wall collar tie beam.
6. as claim 1 or 2 or 3 described form insulation integrated wallboard and integrated poured buildings, it is characterized in that: described Vierendeel girder comprises the structural column of the left and right sides, described structural column is surrounded by post outer panel (10), post interior plate (11), post front side board and post back side panel, its center pillar outer panel (10) upper end is higher than post interior plate (11) upper end, and the two difference in height is the framework depth of beam; Also comprise that two ends are fixedly mounted on respectively between the structural column of the left and right sides and as the two beam body risers in front and back (12) of beam slab body be fixedly mounted on respectively between the structural column of the left and right sides, two beam body riser (12) lower ends as the beam body dull and stereotyped (13) of beam slab body before and after being positioned at, before and after two beam body risers (12) shape and size all identical and there is identical left and right, upper-lower position, be provided with the beam body reinforcing bar be connected with left and right sides post reinforcing bar in the space surrounded with beam body flat board (13) at the two beam body risers in front and back (12); The end, two of left and right of wherein said beam body dull and stereotyped (13) is respectively with overlap joint hyoplastron (13-1), the outer end of overlap joint hyoplastron (13-1) outwards surpasses described post interior plate (11) but has certain distance with post outer panel (12), to reserve the passage at beam body space and cylinder space continuous concrete placing.
7. as claim 1 or 2 or 3 described form insulation integrated wallboard and integrated poured buildings, it is characterized in that: described structural column comprises each two cylinder flat boards (6) and cylinder corner board (7), the outer side edges of first cylinder flat board (6) is with 45 ° of assembling inclined-planes, the interior outer side edges of second cylinder flat board (6) is respectively with 45 ° of assembling inclined-planes, work in coordination the first external corner of formation cylinder of 45 ° of first cylinder flat board (6) assembling inclined-planes and 45 ° of assembling inclined-planes of second cylinder flat board (6); The outer side edges of first corner board (7) is worked in coordination and is formed the second external corner of cylinder with 45 ° of assembling inclined-planes and by the assembling inclined-plane, 45 ° of inboards of these 45 ° assembling inclined-planes and second cylinder flat board (6); The turning of first corner board (7) is as the first inner corner trim of cylinder; The turning of second corner board (7) is as the second inner corner trim of cylinder.
8. claim 1 or 2 or 3 described form insulation integrated wallboard and integrated poured buildings, is characterized in that: also comprise basement.
9. form insulation integrated wallboard claimed in claim 4 and integrated poured building, is characterized in that: also comprise basement.
10. form insulation integrated wallboard claimed in claim 5 and integrated poured building, is characterized in that: also comprise basement.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320424516XU CN203320739U (en) | 2013-07-17 | 2013-07-17 | Formwork thermal insulation integrated wallboard and integrally-poured construction building |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201320424516XU CN203320739U (en) | 2013-07-17 | 2013-07-17 | Formwork thermal insulation integrated wallboard and integrally-poured construction building |
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| CN203320739U true CN203320739U (en) | 2013-12-04 |
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| CN201320424516XU Withdrawn - After Issue CN203320739U (en) | 2013-07-17 | 2013-07-17 | Formwork thermal insulation integrated wallboard and integrally-poured construction building |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103362235A (en) * | 2013-07-17 | 2013-10-23 | 烟台金田科技有限公司 | Integrally-poured building house with wallboards integrating thermal insulating and templates |
| CN105888104A (en) * | 2016-05-17 | 2016-08-24 | 王刚刚 | Construction method of building structure and exterior wall heat-insulation integrated construction system |
-
2013
- 2013-07-17 CN CN201320424516XU patent/CN203320739U/en not_active Withdrawn - After Issue
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103362235A (en) * | 2013-07-17 | 2013-10-23 | 烟台金田科技有限公司 | Integrally-poured building house with wallboards integrating thermal insulating and templates |
| CN103362235B (en) * | 2013-07-17 | 2015-06-17 | 烟台金田科技有限公司 | Integrally-poured building house with wallboards integrating thermal insulating and templates |
| CN105888104A (en) * | 2016-05-17 | 2016-08-24 | 王刚刚 | Construction method of building structure and exterior wall heat-insulation integrated construction system |
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