CN103352569A - Construction method of integrally-poured architecture building - Google Patents
Construction method of integrally-poured architecture building Download PDFInfo
- Publication number
- CN103352569A CN103352569A CN2013103290938A CN201310329093A CN103352569A CN 103352569 A CN103352569 A CN 103352569A CN 2013103290938 A CN2013103290938 A CN 2013103290938A CN 201310329093 A CN201310329093 A CN 201310329093A CN 103352569 A CN103352569 A CN 103352569A
- Authority
- CN
- China
- Prior art keywords
- wall
- plate
- steel bar
- riser
- floor
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Images
Landscapes
- Load-Bearing And Curtain Walls (AREA)
Abstract
The invention discloses a construction method of an integrally-poured architecture building. The whole building adopts integrated concrete pouring to form a honeycomb shape and has preferable anti-seismic, sealing and heat-preservation performances; the construction cost is further reduced and the construction efficiency is improved.
Description
Technical field
The present invention relates to a kind of job practices of residential building, be specifically related to the building job practices of a kind of batch production prefabricated modular wallboard and wallboard post concrete integrated casting.
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, when construction framework and coating cement, need use template frequently, in enormous quantities, increased construction cost and 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 building job practices of integrated casting, in order to overcome the defective that has now based on the job practices of reinforced concrete structure, 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 building job practices of integrated casting, construct according to following steps:
The first step, foundation construction: reinforced concrete foundation, longitudinal reinforcement wherein protrudes upward from reinforced concrete foundation, be used for wall, post in bar splicing, after outer wall of basement has been constructed, do waterproofing work at edge joint position;
Second step, 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;
The 3rd step, 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;
The 4th step, floor is installed: 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;
The 5th step, 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;
The 6th step, laying sound isolation of floor insulation layer;
The 7th goes on foot, builds 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;
The 8th step, 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;
The 9th step, 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.
Preferably, build according to the step method construction last layer in described nine steps of the first step to the.
Preferably; the job practices in the tenth step is: 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.
Preferably, described body of wall comprises the medial and lateral ash wall body plate that be arranged in parallel, and the mode that the ash wall body plate of each side is pegged graft mutually by side by several ash wall body plate unit 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.
Preferably, 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.
The building job practices of integrated casting of the present invention, it is cellular that whole building adopts integrated pouring concrete to form, have better antidetonation, sealing, heat-insulating property, and further reduced construction cost and improved construction efficiency, its concrete good effect is:
The first, 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 steel bar column and oblique reinforcing bar in wallboard, have been adopted, the house classification of waterproof that utilizes the present invention to build reaches the A level, antidetonation reaches 9 grades of degree of splitting, and have insulation, wind resistance, protection against the tide, sound insulation, waterproof, the fire-resistant effect 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, 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, therefore 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 traditional structure, can save steel 40%～60%, 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 planform schematic diagram of the steel concrete part in house that the present invention builds.
The specific embodiment
For those skilled in the art can understand technical scheme provided by the present invention better, set forth below in conjunction with specific embodiment.
The implementation step of the building job practices of integrated casting provided by the invention is as follows:
The first step, foundation construction: reinforced concrete foundation, longitudinal reinforcement wherein protrudes upward from reinforced concrete foundation, be used for wall, post in bar splicing.
Second step, 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 mode that the ash wall body plate 1 of each side is pegged graft mutually by side by several ash wall body plate unit 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.
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.
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. 1,2.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.
The 3rd step, 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.
The 4th step, floor is installed: 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.
The 5th step, 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.
The 6th step, laying floor insulation layer.
The 7th goes on foot, builds 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.
The 8th step, 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.
The 9th step, 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.
The tenth step, 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, and construction waterproof layer and topping thereof are installed photovoltaic panel at last.
If remove ash wall body plate, beam body plate, cylinder plate, it is shown in Figure 9 cellular that the steel concrete of whole building is.
To the above-mentioned explanation of the disclosed embodiments, make this area professional and technical personnel can realize or use the present invention.Multiple modification to these embodiment will be apparent concerning those skilled in the art, and General Principle as defined herein can in the situation that does not break away from the spirit or scope of the present invention, realize in other embodiments.Therefore, the present invention will can not be restricted to these embodiment shown in this article, but will meet the widest scope consistent with principle disclosed herein and features of novelty.
Claims (5)
1. the building job practices of an integrated casting is characterized in that, constructs according to following steps:
The first step, foundation construction: reinforced concrete foundation, longitudinal reinforcement wherein protrudes upward from reinforced concrete foundation, be used for wall, post in bar splicing, after outer wall of basement has been constructed, do waterproofing work at edge joint position;
Second step, 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;
The 3rd step, 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;
The 4th step, floor is installed: 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;
The 5th step, 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;
The 6th step, laying sound isolation of floor insulation layer;
The 7th goes on foot, builds 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;
The 8th step, 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;
The 9th step, 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.
2. the building job practices of integrated casting as claimed in claim 1 is characterized in that, according to the step method construction last layer building in described nine steps of the first step to the.
3. the building job practices of integrated casting as claimed in claim 2; it is characterized in that; the job practices in the tenth step is: 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, and construction waterproof layer and topping thereof are installed photovoltaic panel at last.
4. such as the building job practices of each described integrated casting of claim 1-3, 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 mode that the ash wall body plate of each side is pegged graft mutually by side by several ash wall body plate unit 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.
5. the building job practices of integrated casting as claimed in claim 4, it is characterized in that, 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.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013103290938A CN103352569A (en) | 2013-07-31 | 2013-07-31 | Construction method of integrally-poured architecture building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013103290938A CN103352569A (en) | 2013-07-31 | 2013-07-31 | Construction method of integrally-poured architecture building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN103352569A true CN103352569A (en) | 2013-10-16 |
Family
ID=49308977
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2013103290938A Pending CN103352569A (en) | 2013-07-31 | 2013-07-31 | Construction method of integrally-poured architecture building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103352569A (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105986675A (en) * | 2014-11-28 | 2016-10-05 | 山核桃设计有限责任公司 | Method of constructing a concrete wall in a multi-storey building |
| CN106220128A (en) * | 2016-07-20 | 2016-12-14 | 黄俊玮 | A kind of inorganic composite materials and by its prepare faced wall and building |
| CN107558604A (en) * | 2017-09-14 | 2018-01-09 | 郭瑞华 | A kind of method for exempting from form removal raised table building |
| CN110616829A (en) * | 2019-09-27 | 2019-12-27 | 河北晶达建筑科技股份有限公司 | Building structure based on steel structure superposed wall and construction process thereof |
| CN110952585A (en) * | 2019-12-30 | 2020-04-03 | 金匠建设集团有限公司 | Construction method for integrally poured building house |
| CN111197358A (en) * | 2018-11-20 | 2020-05-26 | 中建材创新科技研究院有限公司 | A building structure for curtain and interior wall integration of reforming transform |
| CN111894271A (en) * | 2020-08-15 | 2020-11-06 | 广东中博建设工程有限公司 | Integrated construction method for building wall |
| CN112376755A (en) * | 2020-11-04 | 2021-02-19 | 三一筑工科技有限公司 | Connecting structure of prefabricated wall and beam and construction method |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100203012B1 (en) * | 1995-10-26 | 1999-06-15 | 이내흔 | Executing method of building works used a pc slab |
| CN101649649A (en) * | 2008-08-12 | 2010-02-17 | 何建国 | One-time forming construction process for concrete building structures and decoration |
| EP2455556A1 (en) * | 2010-11-19 | 2012-05-23 | Georg Koch | Insulating connection element for transferring compression |
| CN102535846A (en) * | 2012-02-22 | 2012-07-04 | 王志成 | One-step forming construction process for integrally pouring housing construction |
| CN102691363A (en) * | 2011-03-25 | 2012-09-26 | 洛阳原生建筑工程技术有限公司 | Foam concrete composite heat preservation wall body with concrete blocks and construction method thereof |
-
2013
- 2013-07-31 CN CN2013103290938A patent/CN103352569A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100203012B1 (en) * | 1995-10-26 | 1999-06-15 | 이내흔 | Executing method of building works used a pc slab |
| CN101649649A (en) * | 2008-08-12 | 2010-02-17 | 何建国 | One-time forming construction process for concrete building structures and decoration |
| EP2455556A1 (en) * | 2010-11-19 | 2012-05-23 | Georg Koch | Insulating connection element for transferring compression |
| CN102691363A (en) * | 2011-03-25 | 2012-09-26 | 洛阳原生建筑工程技术有限公司 | Foam concrete composite heat preservation wall body with concrete blocks and construction method thereof |
| CN102535846A (en) * | 2012-02-22 | 2012-07-04 | 王志成 | One-step forming construction process for integrally pouring housing construction |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105986675A (en) * | 2014-11-28 | 2016-10-05 | 山核桃设计有限责任公司 | Method of constructing a concrete wall in a multi-storey building |
| CN106220128A (en) * | 2016-07-20 | 2016-12-14 | 黄俊玮 | A kind of inorganic composite materials and by its prepare faced wall and building |
| CN107558604A (en) * | 2017-09-14 | 2018-01-09 | 郭瑞华 | A kind of method for exempting from form removal raised table building |
| CN111197358A (en) * | 2018-11-20 | 2020-05-26 | 中建材创新科技研究院有限公司 | A building structure for curtain and interior wall integration of reforming transform |
| CN110616829A (en) * | 2019-09-27 | 2019-12-27 | 河北晶达建筑科技股份有限公司 | Building structure based on steel structure superposed wall and construction process thereof |
| CN110952585A (en) * | 2019-12-30 | 2020-04-03 | 金匠建设集团有限公司 | Construction method for integrally poured building house |
| CN111894271A (en) * | 2020-08-15 | 2020-11-06 | 广东中博建设工程有限公司 | Integrated construction method for building wall |
| CN111894271B (en) * | 2020-08-15 | 2021-10-22 | 广东中博建设工程有限公司 | Integrated construction method for building wall |
| CN112376755A (en) * | 2020-11-04 | 2021-02-19 | 三一筑工科技有限公司 | Connecting structure of prefabricated wall and beam and construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103352569A (en) | Construction method of integrally-poured architecture building | |
| CN104947788B (en) | A kind of modular assembly formula building systems and its method of construction | |
| CN106436893A (en) | Fully-prefabricated structure and construction method thereof | |
| CN103821276B (en) | A kind of assembled, modular architectural system | |
| CN103711238B (en) | Assembled ring muscle fastens and is anchored concrete shear wall structure system | |
| CN205444458U (en) | Integrated assembled steel construction building | |
| CN101368428A (en) | Prefabricated component for residenter house, prefabricated component house and its construction method | |
| CN105672664A (en) | Integral heat insulation wallboard building system | |
| CN103266662B (en) | The assembled house of light steel composite board | |
| CN103362307B (en) | Construction method for modularizing insulation wall boards and pouring integrated house building | |
| CN110344535A (en) | A kind of prefabricated assembled combined wall board and construction method realized concealed beam and exempt from formwork | |
| CN103362235B (en) | Integrally-poured building house with wallboards integrating thermal insulating and templates | |
| CN1888344B (en) | Composite thermal insulation concrete load-bearing wall | |
| CN203412143U (en) | Wall body structure of integrally poured building house | |
| CN210178013U (en) | Fully-prefabricated assembled house | |
| CN203412312U (en) | Thermal-insulating integrated template wallboard construction building | |
| CN203270856U (en) | Building wall | |
| CN113737936A (en) | Connecting structure and construction method of prefabricated combined duplex balcony | |
| CN203320739U (en) | Formwork thermal insulation integrated wallboard and integrally-poured construction building | |
| CN111519659A (en) | Integrated comprehensive pipe gallery | |
| CN106193685A (en) | Prefabricated assembled communications equipment room structure | |
| CN103352586B (en) | Modularization heat preservation wallboard and integrally-poured building house | |
| CN206016048U (en) | Assemble type concrete slab | |
| CN203320751U (en) | Formwork thermal insulation integrated wall body | |
| CN205444514U (en) | Bearing light insulation intergral template |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20131016 |