CN103352586A - Modularization heat preservation wallboard and integrally-poured building house - Google Patents
Modularization heat preservation wallboard and integrally-poured building house Download PDFInfo
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- CN103352586A CN103352586A CN2013102738985A CN201310273898A CN103352586A CN 103352586 A CN103352586 A CN 103352586A CN 2013102738985 A CN2013102738985 A CN 2013102738985A CN 201310273898 A CN201310273898 A CN 201310273898A CN 103352586 A CN103352586 A CN 103352586A
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Abstract
The invention discloses a modularization heat preservation wallboard and an integrally-poured building house. A wall body, a cylinder body, partial ring beams and a roof panel are made of modularization heat preservation panels, and a whole building is poured to be in a honeycomb shape through integrated concrete. Better anti-seismic, sealing and heat preservation properties are achieved, construction cost is further reduced, and building efficiency is improved.
Description
Technical field
The present invention relates to a kind of residential building, be specifically related to a kind of modularization thermal insulation wallboard and the integrated building of pouring concrete.
Background technology
The job practices in existing residential house mainly comprises based on the job practices of reinforced concrete structure with based on the job practices of steel work.In the job practices based on reinforced concrete structure, then the frame construction of generally at first constructing after building foundation is finished fills 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 is complicated, and the amount of labour is large, and is 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, need use frequently, in enormous quantities template when construction framework and coating cement, beam, post, plate need maintenance, have increased construction cost and have affected construction efficiency.
Four, main body construction needs after complete the atrial septum to process from, decorating inner and external walls and insulation, and the house building cycle is longer, and construction cost further improves.
Summary of the invention
The present invention aims to provide a kind of modularization thermal insulation wallboard and pours into a mould integrated building, in order to overcome existing defective based on the structure of reinforced concrete house, technical problem to be solved is, building operations efficient is higher, cycle is shorter, being integral structure after the house concreting has better capability and performance, and construction is more convenient.
In order to solve the problems of the technologies described above, the present invention has adopted following technical scheme:
A kind of modularization thermal insulation wallboard and pour into a mould integrated building, comprise reinforced concrete foundation, in the body of wall of steel concrete is arranged, in the structural column of steel concrete is arranged, in the exterior wall collar tie beam of steel concrete is arranged, in 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 that be arranged in parallel, and the ash wall body plate of each side is pegged graft mutually by side by several ash wall body plate unit or the mode of notch overlap joint continues and forms; Wherein the inboard of the ash wall body plate of a side is fixedly connected with back-up block, the interior side contacts of the other end of back-up block and opposite side ash wall body plate; Described body of wall also comprises longitudinal reinforcement post and the wall steel bar between the external wall body plate, described wall steel bar comprises horizontal reinforcement and oblique reinforcing bar, the junction of longitudinal reinforcement post and wall steel bar adopts the colligation mode to be connected to each other, the up and down two ends of described longitudinal reinforcement post and oblique reinforcing bar all exceed the up and down two ends of interior external wall body plate, wherein, the downward part that exceeds is used for penetrating in the concrete foundation or in the collar tie beam below the body of wall, and the part that exceeds that makes progress is used for penetrating in the collar tie beam of 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, sheet material inboard concordant or the inboard that a little inwardly surmounts this outer sheet material outside sheet material inboard concordant or the inboard that a little inwardly surmounts this outer sheet material outside the side sheet in the inner face of left plate and the interior wall, the inner face of right flat board and inner wall panel.
Described exterior wall collar tie beam comprises and is provided with back-up block 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 the interior wall sheet material; The outer wall board upper end is higher than interior wall sheet material upper end, and the two difference in height is the height of 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; Comprise also that two ends are fixedly mounted on respectively between the structural column of the left and right sides and as front and back two beam bodies 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 and dull and stereotyped as the beam body of beam slab body before and after being positioned at, before and after two beam body riser shape and size all identical and have identical about, upper-lower position, in front and back two beam bodies riser and space that beam body flat board surrounds, be provided with the beam body reinforcing bar that links to each other with left and right sides post reinforcing bar; Two ends are respectively with the overlap joint hyoplastron about wherein said beam body flat board, 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 the dull and stereotyped and cylinder corner board of each two cylinder, the inner side edge band of first cylinder flat board is useful on post plate groove or the post plate raised line of pegging graft and cooperating with ash wall body plate, outer side edges 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 with 45 ° of assembling inclined-planes and by 45 ° of assemblings inclined-plane, inboard of these 45 ° assembling inclined-planes and second cylinder flat board and is formed the second external corner of cylinder; The turning of first corner board is as the first inner corner trim of cylinder; The inner side edge band of first corner board is useful on groove or the raised line of pegging graft and cooperating with ash wall body plate; Two sides of second corner board are all with being useful on groove or the raised line of pegging graft and cooperating with ash wall body plate; The turning of second corner board is as the second inner corner trim of cylinder.
Can also comprise basement.
Good effect of the present invention is:
The first, heat insulation integrated ash wall body plate of the present invention etc. adopts the batch production manufacturing, 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, does not produce building waste, and the quality control of being more convenient for.
The second, to adopt integrated pouring concrete to form cellular for whole building, and 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 present invention to build reaches one-level, and fire-protection rating one-level, antidetonation reach 9 grades of degree of splitting.And have insulation, wind resistance, protection against the tide, the sound insulation that obviously is better than the existing building house, a longer service life.Be particularly suitable for Urban renewal, new countryside construction, the hilly ground building construction is used in rainy, high wind area, the multiple band building construction of earthquake.
Three, saved template in the construction, and used wallboard, 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 invention since used sheet material external surface can process smoothly, attractive in appearance, wall, beam, post needn't maintenances, saved the house decoration link, the house sense is stronger, and is more attractive in appearance, and saved a large amount of human and material resources and financial resources.
Five, compare with the traditional structure post, can save steel more than 30%, cement consumption is decrease also.
Description of drawings
Fig. 1 is the schematic diagram that shows installation, position relationship between ash wall body plate of the present invention and the back-up block thereof.
Fig. 2 is the structural representation of analysing and observe form of a unit of ash wall body plate of the present invention.
Fig. 3 is the internal construction schematic diagram (not concreting state) of construction wall of the present invention.
Fig. 4 is the structural representation (not concreting state) of cylinder of the present invention.
Fig. 5 is the structural representation of analysing and observe form of first cylinder flat board of the present invention.
Fig. 6 is the structural representation of indoor partition collar tie beam of the present invention.
Fig. 7 is the structural representation of beam body plate of the present invention.
Fig. 8 is the mounting means schematic diagram of indoor partition collar tie beam of the present invention.
Fig. 9 is the structural representation of exterior wall collar tie beam of the present invention.
Figure 10 is the structural representation of Vierendeel girder of the present invention.
Figure 11 is the structural representation of beam slab body of the present invention.
Figure 12 is the planform schematic diagram of the steel concrete part in house that the present invention builds.
The specific embodiment
Further specify the present invention below in conjunction with drawings and Examples.
The construction sequence that the present invention pours into a mould the house is as follows:
One, foundation construction: reinforced concrete foundation, longitudinal reinforcement wherein protrudes upward from reinforced concrete foundation, be used for wall, post in bar splicing.Can also comprise basement construction.Do waterproofing work at edge joint position after the 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 integrated circuit 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 slit of wall steel bar, install again suspension end be used for the inner side of outer wall wallboard within the contacted back-up block of sidewall, the root of back-up block 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 integrated circuit board are connect, at last body of wall and cylinder are carried out reinforcement by connection and make 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 that be arranged in parallel, the ash wall body plate 1 of each side is pegged graft mutually by side by several ash wall body plate unit or the mode of individual notch overlap joint continues and forms.Wherein the inboard of the ash wall body plate 1 of a side is fixedly connected with back-up block 2, the interior side contacts of the other end of back-up block 2 and opposite side ash wall body plate 1, as shown in Figure 1.Also comprise longitudinal reinforcement post 3 and wall steel bar 4 between the external wall body plate 1, described wall steel bar 4 comprises horizontal reinforcement and oblique reinforcing bar, the junction of longitudinal reinforcement post 3 and wall steel bar 4 adopts the colligation mode to be connected to each other, the up and down two ends of described longitudinal reinforcement post 3 and oblique reinforcing bar all exceed the up and down two ends of interior external wall body plate 1, wherein, the downward part that exceeds is used for penetrating in the concrete foundation or in the collar tie beam below the body of wall, and the part that exceeds that makes progress is used for penetrating in the collar tie beam of body of wall top.Fluid concrete between interior external wall body plate 1 is such as Fig. 3.
Such as Fig. 2, each unit of described ash wall body plate 1 comprises the wall board 1-1 of the forward and backward both sides of wall insulating layer 1-2 and wall insulating layer 1-2.The raised line 1-3 and the groove 1-4 that peg graft mutually and cooperate with the sheet material that is useful on neighboring walls plate unit respectively in the left and right sides of described wall board 1-1.The left and right sides of described wall board 1-1 also can be offered the overlap joint groove and be used for the overlap joint of working in coordination between the adjacent cells.
In practice of construction operation, usually with inside and outside each two ash wall body plate unit as a construction cell, still such as Fig. 1.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 3.
Described cylinder has following structure:
Comprise and erect the cylinder dull and stereotyped 6 that is seated in concrete foundation 5 upper surfaces and erect the cylinder corner board 7 that is seated in concrete foundation 5 upper surfaces.Being provided with root in the space that described cylinder dull and stereotyped 6 and cylinder corner board 7 surround is positioned at the reinforcing bar within the concrete foundation 5 and has built concrete.Such as Fig. 4.
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 the post plate raised line 6-3 that pegs graft and cooperate with ash wall body plate, and outer side edges is with 45 ° of assembling inclined-plane 6-4, as shown in Figure 5.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 with 45 ° of assembling inclined-planes and by 45 ° of assemblings inclined-plane, inboard of these 45 ° assembling inclined-planes and second cylinder flat board 6 and is formed the second external corner of cylinder.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 the raised line of pegging graft and cooperating with ash wall body plate.Two sides of second corner board 7 are all with being useful on groove or the raised line of pegging graft and cooperating with ash wall body plate.The turning of second corner board 7 is as the second inner corner trim of cylinder.Still such as Fig. 4.
Described cylinder flat board 6 comprises the cylinder sheet material 6-1 of the forward and backward both sides side of cylinder insulation layer 6-2 and cylinder insulation layer 6-2.Although described cylinder corner board 7 is different from cylinder plate unit shape, has similar structure, cylinder corner board 7 also comprises the sheet material of insulation layer and insulation layer both sides.
Three, interior wall construction: at first vertical interior wall side sheet also makes the interior wall side sheet and the mixed lateral column integrated circuit board connects, utilize outrigger that the interior wall side sheet is carried out temporary supporting, fixing, then colligation wall steel bar, in the slit of wall steel bar, install again suspension end be used for the interior wall side lining within the contacted back-up block of sidewall, the root of back-up block 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 integrated circuit board are connect, at last inner wall is carried out 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.
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, sheet material inboard concordant or the inboard that a little inwardly surmounts this outer sheet material outside sheet material inboard concordant or the inboard that a little inwardly surmounts this outer sheet material outside the side sheet in the inner face of left plate and the interior wall, the inner face of right flat board and inner wall panel.
Concrete structure is as follows:
Such as Fig. 6,8, indoor partition collar tie beam of the present invention comprises as the left beam body plate of beam body plate 8 and right beam body plate.Between left beam body plate and right beam body plate, reinforcing bar is installed and is filled with concrete.
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.
Such as Fig. 7, left riser 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 that 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 is fixed in the collar tie beam insulation layer 8-2 of collar tie beam sheet material 8-1 inboard that 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 shown in Fig. 6,8, in the 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).
Such as Fig. 8, 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 three layer construction: the outer sheet material of setting parallel to each other, interior sheet material and the insulation layer between outer sheet material and interior sheet material.Sheet material inboard concordant or the inboard that a little inwardly surmounts this outer sheet material outside the inner face of left plate and the left wallboard, sheet material inboard concordant or the inboard that a little inwardly surmounts this outer sheet material outside the inner face of right flat board and the right wallboard, purpose is fluid concrete and the insulation layer in wallboard 9-1, to guarantee that connection is more firm between beam, the wall, the junction has better sealing.
Five, the construction Vierendeel girder is also installed floor: the Vierendeel girder of at first constructing, the whole floor in each room, be placed in wall by lifting mode, on the post, the edge of floor is seated on side lining and the columnae medialis plate to be held, sheet material inboard concordant or the inboard that a little inwardly surmounts this outer sheet material outside the inner face of left plate and the 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 the side sheet and in, the passage of fluid concrete between the mixed lateral column plate, at 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 the installation that puts in place, and stair reinforcing steel bars exposed end is used 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 pour 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 is complete, 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 at roof girder, reinforcement by connection, water detection is flat; construction waterproof layer and topping thereof are installed photovoltaic panel at last.
Exterior wall collar tie beam of the present invention has following structure:
Such as Fig. 9, the exterior wall collar tie beam comprises and is provided with back-up block 2 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 the interior wall sheet material, also is provided with wall steel bar between outer wall board and the interior wall sheet material and is cast with walls concrete.The outer wall board upper end is higher than interior wall sheet material upper end, and the two difference in height is the height of exterior wall collar tie beam.Be useful on respectively the beam body reinforcing bar that is connected with floor bar with wall steel bar in the outer wall board installed inside, and be provided with the beam body concrete with described walls concrete one cast in the outer wall board inboard.
Vierendeel girder of the present invention has following structure:
Such as Figure 10, 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, is provided with the post reinforcing bar and has built the post concrete in column body.This Vierendeel girder comprises also that two ends are fixedly mounted on respectively between the structural column of the left and right sides and as front and back two beam bodies 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 and 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 have identical about, upper-lower position, in front and back two beam bodies riser 12 and space that beam body flat board 13 surrounds, be provided with the beam body reinforcing bar that links to each other with left and right sides post reinforcing bar and the beam body concrete of pouring into a mould with post concrete one arranged.Two ends are respectively with overlap joint hyoplastron 13-1 about wherein said beam body flat board 13, 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.
Such as Figure 11, be three layer construction as beam body riser 12 and the beam body flat board 13 of beam slab body, namely beam body riser 12 comprises respectively the sheet material 12-1 that insulation layer 12-2 is fixedly connected with insulation layer 12-2 two sides with beam body flat board 13.
If remove ash wall body plate, beam body plate, cylinder plate, it is shown in Figure 12 continuous integrated cellular that the steel concrete of whole building is.
Claims (7)
1. a modularization thermal insulation wallboard and pour into a mould integrated building, comprise reinforced concrete foundation, in the body of wall of steel concrete is arranged, in the structural column of steel concrete is arranged, in the exterior wall collar tie beam of steel concrete is arranged, in 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.
2. modularization thermal insulation wallboard as claimed in claim 1 and pour into a mould integrated building, it is characterized in that: described body of wall comprises the medial and lateral ash wall body plate that be arranged in parallel, and the ash wall body plate of each side is pegged graft mutually by side by several ash wall body plate unit or the mode of notch overlap joint continues and forms; Wherein the inboard of the ash wall body plate of a side is fixedly connected with back-up block, the interior side contacts of the other end of back-up block and opposite side ash wall body plate; Described body of wall also comprises longitudinal reinforcement post and the wall steel bar between the external wall body plate, described wall steel bar comprises horizontal reinforcement and oblique reinforcing bar, the junction of longitudinal reinforcement post and wall steel bar adopts the colligation mode to be connected to each other, the up and down two ends of described longitudinal reinforcement post and oblique reinforcing bar all exceed the up and down two ends of interior external wall body plate, wherein, the downward part that exceeds is used for penetrating in the concrete foundation or in the collar tie beam below the body of wall, and the part that exceeds that makes progress is used for penetrating in the collar tie beam of body of wall top.
3. modularization thermal insulation wallboard as claimed in claim 1 and pour into a mould integrated building, 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, sheet material inboard concordant or the inboard that a little inwardly surmounts this outer sheet material outside sheet material inboard concordant or the inboard that a little inwardly surmounts this outer sheet material outside the side sheet in the inner face of left plate and the interior wall, the inner face of right flat board and inner wall panel.
4. modularization thermal insulation wallboard as claimed in claim 1 and pour into a mould integrated building, it is characterized in that: described exterior wall collar tie beam comprises and is provided with back-up block (2) between the outer wall board of setting parallel to each other and the 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, and the two difference in height is the height of exterior wall collar tie beam.
5. modularization thermal insulation wallboard as claimed in claim 1 and pour into a mould integrated building, 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; Comprise also that two ends are fixedly mounted on respectively between the structural column of the left and right sides and as front and back two beam bodies risers (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 and 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 have identical about, upper-lower position, in front and back two beam bodies risers (12) and space that beam body flat board (13) surrounds, be provided with the beam body reinforcing bar that links to each other with left and right sides post reinforcing bar; Two ends are respectively with overlap joint hyoplastron (13-1) about wherein said beam body dull and stereotyped (13), 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.
6. modularization thermal insulation wallboard as claimed in claim 1 and pour into a mould integrated building, it is characterized in that: described structural column comprises each two cylinder flat board (6) and cylinder corner board (7), the inner side edge band of first cylinder flat board (6) is useful on post plate groove or the post plate raised line (6-3) of pegging graft and cooperating with ash wall body plate, outer side edges is with 45 ° of assembling inclined-planes (6-4), 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 with 45 ° of assembling inclined-planes and by 45 ° of assemblings inclined-plane, inboard of these 45 ° assembling inclined-planes and second cylinder flat board (6) and is formed the second external corner of cylinder; 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 the raised line of pegging graft and cooperating with ash wall body plate; Two sides of second corner board (7) are all with being useful on groove or the raised line of pegging graft and cooperating with ash wall body plate; The turning of second corner board (7) is as the second inner corner trim of cylinder.
7. the described modularization thermal insulation wallboard of any one and pour into a mould integrated building in the claim 1 to 6 is characterized in that: also comprise basement.
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN108331374A (en) * | 2018-01-24 | 2018-07-27 | 河海大学 | A kind of steel ice composite structure field scientific investigation room and its assembling method |
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