CN114718182A - Green energy-saving fabricated building and construction method - Google Patents
Green energy-saving fabricated building and construction method Download PDFInfo
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- CN114718182A CN114718182A CN202210391545.4A CN202210391545A CN114718182A CN 114718182 A CN114718182 A CN 114718182A CN 202210391545 A CN202210391545 A CN 202210391545A CN 114718182 A CN114718182 A CN 114718182A
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
- E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
- E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
- E04B1/043—Connections specially adapted therefor
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
Abstract
The invention relates to a green energy-saving assembly type building which comprises a prefabricated wall board and a prefabricated floor slab, wherein the prefabricated floor slab is provided with a plurality of horizontal parallel-arranged floor slab plates which are erected at the top end of a floor building wall body to form the floor board; the transverse connecting ribs and the transverse jacks on the longitudinal side walls of the prefabricated wallboards are correspondingly spliced and matched with the transverse jacks and the transverse connecting ribs on the longitudinal side walls of the adjacent prefabricated wallboards; the two ends of the prefabricated floor slab are respectively provided with a plurality of vertical through holes at intervals, and the vertical through holes at the ends of the prefabricated floor slab are correspondingly matched with the longitudinal connecting ribs on the transverse side wall of the prefabricated wall slab in an inserting manner. The fabricated building disclosed by the invention has the advantages that the construction cost is reduced, the construction progress is accelerated, and the integral quality of the building is ensured.
Description
Technical Field
The invention relates to the technical field of building construction, in particular to a green energy-saving fabricated building and a construction method.
Background
The fabricated building is a building formed by assembling prefabricated parts and components on a construction site, and is divided into five types, namely a block building, a plate building, a box building, a framework plate building, a lifting plate and a rise building and the like according to the structural form and the construction method of prefabricated components. With the development of national fabricated structures, modular field-free installation-free materials are required to be developed greatly. The traditional fabricated building materials comprise partition boards such as gypsum boards, color steels, wood boards, cement boards, wall panels and the like, but the fabricated building materials have high manufacturing cost and complex installation performance, and obviously do not meet the economical efficiency and the timeliness.
In addition, the prefabricated building has the advantages of high construction speed, small restriction by climatic conditions, labor saving, building quality improvement, capability of being designed by everyone and building a house, capability of repeatedly disassembling and recycling the wall body, and no influence on construction environment due to construction waste generated by disassembling the wall.
Therefore, research and development of a green energy-saving fabricated building and a construction method are urgently needed, so that the construction cost is further reduced, the construction progress is accelerated, and the overall quality of the building is ensured.
Disclosure of Invention
Aiming at the problems in the prior art, the invention aims to provide a green energy-saving fabricated building and a construction method, which can reduce the construction cost, accelerate the construction progress and ensure the overall quality of the building.
The above object of the present invention is achieved by the following technical solutions:
a green energy-saving fabricated building comprises a prefabricated wallboard and a prefabricated floor slab, wherein the prefabricated wallboard is provided with a plurality of floor building walls which are spliced mutually to form a square shape, the prefabricated floor slab is provided with a plurality of floor slabs which are horizontally and parallelly erected at the top end of the floor building walls to form the floor slab, a plurality of transverse connecting ribs and a plurality of transverse jacks are arranged at intervals on the longitudinal side wall of the prefabricated wallboard, the transverse connecting ribs and the transverse jacks are alternately arranged, and a plurality of longitudinal connecting ribs are arranged at intervals on the transverse side wall of the prefabricated wallboard; the transverse connecting ribs and the transverse jacks on the longitudinal side walls of the prefabricated wallboards are correspondingly spliced and matched with the transverse jacks and the transverse connecting ribs on the longitudinal side walls of the adjacent prefabricated wallboards; the two ends of the prefabricated floor slab are respectively provided with a plurality of vertical through holes at intervals, and the vertical through holes at the ends of the prefabricated floor slab are correspondingly matched with the longitudinal connecting ribs on the transverse side wall of the prefabricated wall slab in an inserting manner.
Furthermore, concrete is poured at the corners of the floor building wall body to form stand columns, a plurality of main reinforcing steel bars extending into the ground are vertically distributed in the stand columns, and transverse connecting ribs on the longitudinal side walls of two prefabricated wall boards adjacent to the stand columns are integrally poured and formed with the concrete.
Furthermore, the transverse connecting ribs on the longitudinal side walls of the two prefabricated wall boards are crossed and fixedly connected through steel wire bundling.
Furthermore, the corners of the prefabricated floor slab connected with the upright posts are provided with square notches, and the square notches are matched with the upright posts.
Furthermore, the longitudinal side parts of the prefabricated wall boards are respectively provided with grouting channels, and the grouting channels are communicated with the transverse jacks on the longitudinal side walls of the prefabricated floor slab.
Furthermore, the end part of the prefabricated floor slab is erected at the joint of the tops of two adjacent prefabricated wall boards, and the length of the longitudinal connecting rib on the transverse side wall of each prefabricated wall board is half of the depth of the vertical through hole at the end part of the prefabricated floor slab.
Furthermore, a plurality of transverse connection muscle on the vertical lateral wall of prefabricated wallboard are for equidistant arranging, and the interval is 5 ~ 8cm, and horizontal jack is equidistant arranging, and horizontal jack is located two transverse connection muscle intermediate positions.
A construction method of a green energy-saving fabricated building comprises the following construction steps:
s1, preparing a prefabricated wallboard, pouring concrete into the bundled steel bar framework, and molding to form the prefabricated wallboard, wherein a plurality of steel bars of the steel bar framework extending out of the longitudinal side wall of the prefabricated wallboard form transverse connecting bars arranged at equal intervals, a plurality of steel bars of the steel bar framework extending out of the transverse side wall of the prefabricated wallboard form vertical connecting bars arranged at equal intervals, and a plurality of transverse jacks arranged at equal intervals are integrally molded on the longitudinal side wall of the prefabricated wallboard;
s2, preparing a prefabricated floor slab, pouring concrete into the bundled steel bar framework, and forming by molding to obtain the prefabricated floor slab, wherein two end parts of the prefabricated floor slab are integrally molded to form a plurality of vertical through holes which are distributed at equal intervals;
s3, assembling the wall of the floor building, and correspondingly splicing and matching the transverse connecting ribs and the transverse jacks on the longitudinal side wall of the prefabricated wall board with the transverse jacks and the transverse connecting ribs on the longitudinal side wall of the other prefabricated wall board to form one wall of the floor building until the four walls of the floor building are enclosed; then pouring concrete at the corners of the floor building wall to form upright columns, and integrally pouring and molding the transverse connecting ribs on the two prefabricated wall boards at the corners with the concrete;
s4, assembling floor plates, and sequentially arranging the prefabricated floor plates in parallel on the top of the wall of the floor building to form the floor plates, wherein the vertical through holes at the end parts of the prefabricated floor plates are correspondingly inserted and matched with the longitudinal connecting ribs on the transverse side walls at the tops of the prefabricated wall plates;
and S5, repeating the steps S1-S4 until the assembly operation of the building body is completed.
Furthermore, in step S3, the two prefabricated wall panels are correspondingly inserted until a gap of 2-4 cm is reserved, then mortar is poured into the grouting channel at the longitudinal side of the prefabricated wall panel, so that the mortar overflows the longitudinal side wall of the prefabricated wall panel to form a concrete bonding layer, and finally the two prefabricated wall panels are inserted into a whole.
Furthermore, in step S4, after the vertical through hole at the end of the prefabricated floor slab is correspondingly inserted into and matched with the longitudinal connecting rib on the lateral side wall at the top of the prefabricated wall panel, mortar is poured into the vertical through hole at the end of the prefabricated floor slab until the vertical through hole is filled with the mortar.
Compared with the prior art, the invention at least comprises the following beneficial technical effects:
1. the prefabricated wall panel and the prefabricated floor slab are prefabricated and formed in advance and then are conveyed to a construction site for later use. The floor building wall is formed by sequentially enclosing a plurality of mutually spliced prefabricated wallboards, transverse connecting ribs and transverse jacks on the longitudinal side walls of two adjacent prefabricated wallboards are correspondingly spliced and matched, the longitudinal connecting ribs on the transverse side walls of the top and the bottom of each prefabricated wallboard are correspondingly spliced and matched with vertical through holes at the end parts of the prefabricated floorboards, and the floor building wall and the floor boards on the upper layer and the lower layer form an integrated splicing structure. In addition, the transverse connection rib on the longitudinal side wall of the two adjacent prefabricated wallboards and the concrete are integrally poured and formed into a stand column, and the stand column stretches into the main reinforcing steel bar below the ground to pour the concrete to form a foundation, so that the overall strength and the stability of the assembly type building body are further improved. Therefore, the assembly type building reduces the construction cost, accelerates the construction progress and simultaneously ensures the integral quality of the building.
2. The upper half section and the lower half section of the vertical through hole at the end part of the prefabricated floor slab are respectively in inserting fit with the vertical connecting ribs of the two prefabricated wall panels positioned above and below the prefabricated floor slab, mortar is poured into the vertical through hole, so that the prefabricated floor slab and the prefabricated wall panels above and below the prefabricated floor slab are quickly and accurately assembled, and the position between the prefabricated floor slab and the prefabricated wall panels is ensured to be more accurate.
3. The construction method of the fabricated building comprises the steps of preparing prefabricated wall boards, preparing prefabricated floor slabs, assembling floor building walls and assembling floor slabs in sequence until the assembling operation of building bodies of all floors is completed. The building body uses a plurality of stands that stretch into to the underground as basic component, for the assembled building body provides holistic structural framework, has reduced the concrete placement work load on the one hand, and on the other hand provides sufficient support and additional action for the building body for whole construction progress.
Drawings
Fig. 1 is a front view of a wall of a floor building in embodiment 1.
Fig. 2 is a plan view of the wall of the floor building in example 1.
Fig. 3 is a schematic structural view of a precast floor slab in example 1.
FIG. 4 is a schematic flow chart of the construction method in embodiment 2.
Reference numbers in the figures: 1. prefabricating a wallboard; 2. prefabricating a floor slab; 3. building a wall body on a floor; 4. transverse connecting ribs; 5. a transverse jack; 6. a vertical through hole; 7. a column; 8. a square notch; 9. a concrete bonding layer; 10. grouting a channel; 11. and (5) longitudinally connecting the ribs.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
Example 1:
referring to fig. 1 and 2, embodiment 1 discloses a green energy-conserving assembly type structure, including prefabricated wallboard 1, prefabricated floor 2, prefabricated wallboard 1 has a plurality ofly and splices each other and forms square floor building wall 3, prefabricated floor 2 has a plurality ofly and the level set up on floor building wall 3's top and forms the floor board, prefabricated wallboard 1's longitudinal side wall interval is provided with a plurality of transverse connection muscle 4, a plurality of horizontal jack 5, a plurality of transverse connection muscle 4 on prefabricated wallboard 1's the longitudinal side wall are arranged for equidistant, the interval is 5 ~ 8cm, horizontal jack 5 is arranged for equidistant, and horizontal jack 5 is located two transverse connection muscle 4 intermediate positions. A plurality of longitudinal connecting ribs 11 are arranged on the transverse side wall of the prefabricated wall board 1 at intervals; the transverse connecting ribs 4 and the transverse inserting holes 5 on the longitudinal side walls of the prefabricated wall boards 1 are correspondingly matched with the transverse inserting holes 5 and the transverse connecting ribs 4 on the longitudinal side walls of the adjacent prefabricated wall boards 1 in an inserting mode, grouting channels 10 are respectively formed in the longitudinal side portions of the prefabricated wall boards 1, and the grouting channels 10 are communicated with the transverse inserting holes 5 on the longitudinal side walls of the prefabricated floor slab 2.
Concrete is all poured at the corner of the floor building wall body 3 to form a stand column 7, and transverse connecting ribs 4 on the longitudinal side walls of two prefabricated wall boards 1 adjacent to the stand column 7 are integrally poured and formed with the concrete. The transverse connecting ribs 4 on the longitudinal side walls of the two prefabricated wall boards 1 are crossed and fixedly connected through steel wires. Square breach 8 has all been seted up to the corner of precast floor 2 that meets with stand 7, square breach 8 and stand 7 phase-match.
Referring to fig. 3, a plurality of vertical through holes 6 are respectively arranged at two ends of the prefabricated floor slab 2 at intervals, and the vertical through holes 6 at the ends of the prefabricated floor slab 2 are correspondingly inserted and matched with the longitudinal connecting ribs 11 on the transverse side wall of the prefabricated wall panel 1. The end part of the prefabricated floor slab 2 is erected at the joint of the tops of two adjacent prefabricated wall slabs 1, and the length of the longitudinal connecting rib 11 on the transverse side wall of the prefabricated wall slab 1 is half of the depth of the vertical through hole 6 at the end part of the prefabricated floor slab 2.
Example 2:
referring to fig. 4, embodiment 2 discloses a construction method of a green energy-saving fabricated building, which includes the following construction steps:
s1, preparing a prefabricated wall board 1, pouring concrete to the bundled steel bar framework, and forming by means of molding to obtain the prefabricated wall board 1, wherein a plurality of steel bars of the steel bar framework, which extend out of the longitudinal side wall of the prefabricated wall board 1, form transverse connecting bars 4 which are arranged at equal intervals, a plurality of steel bars of the steel bar framework, which extend out of the transverse side wall of the prefabricated wall board 1, form vertical connecting bars which are arranged at equal intervals, and a plurality of transverse insertion holes 5 which are arranged at equal intervals are integrally molded on the longitudinal side wall of the prefabricated wall board 1;
s2, preparing a prefabricated floor slab 2, pouring concrete into the bundled steel reinforcement framework, and molding to form the prefabricated floor slab 2, wherein two end parts of the prefabricated floor slab 2 are integrally molded with a plurality of vertical through holes 6 which are distributed at equal intervals;
s3, assembling the wall 3 of the floor building, and correspondingly splicing and matching the transverse connecting rib 4 and the transverse jack 5 on the longitudinal side wall of the prefabricated wall board 1 with the transverse jack 5 and the transverse connecting rib 4 on the longitudinal side wall of the other prefabricated wall board 1 to form one wall of the floor building until the four walls of the floor building are formed by enclosing; then pouring concrete at the corner of the floor building wall 3 to form a stand column 7, and integrally pouring and molding the transverse connecting ribs 4 on the two prefabricated wall boards 1 at the corner with the concrete;
s4, assembling floor plates, sequentially arranging the prefabricated floor plates 2 in parallel and erecting at the top ends of the floor building walls 3 to form the floor plates, and correspondingly inserting and matching the vertical through holes 6 at the end parts of the prefabricated floor plates 2 with the longitudinal connecting ribs 11 on the transverse side walls at the tops of the prefabricated wall plates 1;
and S5, repeating the steps S1-S4 until the assembly operation of the building body is completed.
In step S3, the two prefabricated wall panels 1 are correspondingly inserted until a gap of 2-4 cm is reserved, and then mortar is poured into the grouting channel 10 on the longitudinal side of the prefabricated wall panel 1, so that the mortar overflows the longitudinal side wall of the prefabricated wall panel 1 to form a concrete bonding layer 9, and finally the two prefabricated wall panels 1 are inserted into a whole.
In step S4, after the lower half of the vertical through hole 6 at the end of the prefabricated floor slab 2 is correspondingly inserted into the vertical connecting rib 11 on the horizontal side wall at the top of the prefabricated wall panel 1, mortar is poured into the vertical through hole 6 at the end of the prefabricated floor slab 2 until the vertical through hole 6 is filled with the mortar, and before the mortar is not solidified and molded in the vertical through hole 6, the vertical connecting rib 11 on the horizontal side wall at the bottom of the prefabricated wall panel 1 above the vertical through hole is inserted into the upper half of the vertical through hole 6 in time.
The implementation principle of the green energy-saving assembly type building and the construction method disclosed by the embodiment is as follows: prefabricated wallboard 1 and prefabricated floor 2 prefabricate the shaping in advance, transport again to job site for subsequent use. Floor building wall 3 is enclosed in proper order by a plurality of prefabricated wallboard 1 of splicing each other and closes and forms, and horizontal splice bar 4, the corresponding grafting cooperation of horizontal jack 5 on the 1 vertical lateral wall of two adjacent prefabricated wallboard, the vertical splice bar 11 on the horizontal lateral wall of 1 top of prefabricated wallboard, bottom respectively with the corresponding grafting cooperation of vertical through-hole 6 of 2 tip of prefabricated floor slab, floor building wall 3 and its the floor plate of upper and lower floor become the grafting structure of integral type. In addition, the transverse connection rib 4 on the vertical lateral wall of two adjacent prefabricated wallboards 1 and the concrete integrated pouring molding are the stand column 7, and the stand column 7 stretches into the main reinforcing steel bar concreting below the ground to form the foundation, thereby further improving the overall strength and the stability of the fabricated building body.
The upper half section and the lower half section of the vertical through hole 6 at the end part of the prefabricated floor slab 2 are respectively in inserting fit with the vertical connecting ribs of the two prefabricated wall panels 1 positioned above and below the prefabricated floor slab, mortar is poured into the vertical through hole 6, and therefore rapid and accurate assembling operation between the prefabricated floor slab 2 and the prefabricated wall panels 1 positioned above and below the prefabricated floor slab is achieved.
The embodiments of the present invention are preferred embodiments of the present invention, and the scope of the present invention is not limited by these embodiments, so: all equivalent changes made according to the structure, shape and principle of the invention are covered by the protection scope of the invention.
Claims (10)
1. A green energy-saving fabricated building comprises prefabricated wall boards (1) and prefabricated floor boards (2), wherein the prefabricated wall boards (1) are provided with a plurality of floor building walls (3) which are spliced with one another to form a square floor, the prefabricated floor boards (2) are provided with a plurality of horizontal side-by-side floor boards which are erected at the top ends of the floor building walls (3) to form floor boards, and the green energy-saving fabricated building is characterized in that a plurality of transverse connecting ribs (4) and a plurality of transverse inserting holes (5) are arranged at intervals on the longitudinal side walls of the prefabricated wall boards (1), the transverse connecting ribs (4) and the transverse inserting holes (5) are alternately arranged, and a plurality of longitudinal connecting ribs (11) are arranged at intervals on the transverse side walls of the prefabricated wall boards (1); the transverse connecting ribs (4) and the transverse insertion holes (5) on the longitudinal side walls of the prefabricated wall boards (1) are correspondingly inserted and matched with the transverse insertion holes (5) and the transverse connecting ribs (4) on the longitudinal side walls of the adjacent prefabricated wall boards (1); the two ends of the prefabricated floor slab (2) are respectively provided with a plurality of vertical through holes (6) at intervals, and the vertical through holes (6) at the ends of the prefabricated floor slab (2) are correspondingly matched with the longitudinal connecting ribs (11) on the transverse side wall of the prefabricated wall panel (1) in an inserting manner.
2. A green energy-saving fabricated building as claimed in claim 1, wherein concrete is poured at the corners of the floor building wall (3) to form columns (7), a plurality of main steel bars extending to the ground are vertically arranged in the columns (7), and the transverse connecting ribs (4) on the longitudinal side walls of the two prefabricated wall panels (1) adjacent to the columns (7) are integrally poured and formed with the concrete.
3. A green energy-saving fabricated building according to claim 2, wherein: the transverse connecting ribs (4) on the longitudinal side walls of the two prefabricated wall boards (1) are crossed and fixedly connected through steel wires.
4. A green energy-saving fabricated building according to claim 3, wherein: with square notch (8) have all been seted up to the corner of prefabricated floor (2) that stand (7) meet, square notch (8) with stand (7) phase-match.
5. A green energy-saving fabricated building according to claim 1, wherein: grouting channels (10) are respectively formed in the longitudinal side portions of the prefabricated wall boards (1), and the grouting channels (10) are communicated with the transverse insertion holes (5) in the longitudinal side walls of the prefabricated floor slab (2).
6. A green energy-saving fabricated building according to claim 1, wherein: the end parts of the prefabricated floor slabs (2) are arranged at the joint of the tops of the two adjacent prefabricated wall slabs (1), and the length of the longitudinal connecting rib (11) on the transverse side wall of the prefabricated wall slab (1) is half of the depth of the vertical through hole (6) at the end part of the prefabricated floor slab (2).
7. A green energy-saving fabricated building according to claim 1, wherein: a plurality of transverse connection muscle (4) on the vertical lateral wall of prefabricated wallboard (1) are arranged for equidistant, and the interval is 5 ~ 8cm, and transverse insertion hole (5) are arranged for equidistant, and transverse insertion hole (5) are located two transverse connection muscle (4) intermediate positions.
8. The construction method of the green energy-saving fabricated building of claim 1, characterized in that: the method comprises the following construction steps:
s1, preparing a prefabricated wall board (1), pouring concrete to the bundled steel bar framework, and molding to obtain the prefabricated wall board (1), wherein a plurality of steel bars of the steel bar framework, which extend out of the longitudinal side wall of the prefabricated wall board (1), form transverse connecting bars (4) which are arranged at equal intervals, a plurality of steel bars of the steel bar framework, which extend out of the transverse side wall of the prefabricated wall board (1), form vertical connecting bars which are arranged at equal intervals, and a plurality of transverse jacks (5) which are arranged at equal intervals are integrally molded on the longitudinal side wall of the prefabricated wall board (1);
s2, preparing a precast floor slab (2), pouring concrete to the bundled steel bar framework, and forming by molding to obtain the precast floor slab (2), wherein a plurality of vertical through holes (6) which are distributed at equal intervals are integrally molded at two end parts of the precast floor slab (2) respectively;
s3, assembling the wall body (3) of the floor building, and correspondingly inserting and matching the transverse connecting rib (4) and the transverse inserting hole (5) on the longitudinal side wall of the prefabricated wall board (1) with the transverse inserting hole (5) and the transverse connecting rib (4) on the longitudinal side wall of the other prefabricated wall board (1) to form one wall body of the floor building until the wall bodies of the four sides of the floor building are formed in an enclosing manner; then pouring concrete at the corners of the floor building wall body (3) to form upright posts (7), and integrally pouring and forming the transverse connecting ribs (4) on the two prefabricated wall boards (1) at the corners with the concrete;
s4, assembling floor plates, sequentially arranging the prefabricated floor plates (2) in parallel and erecting at the top ends of the floor building walls (3) to form the floor plates, and correspondingly inserting and matching vertical through holes (6) at the end parts of the prefabricated floor plates (2) with longitudinal connecting ribs (11) on the transverse side walls of the tops of the prefabricated wall plates (1);
and S5, repeating the steps S1-S4 until the assembly operation of the building body is completed.
9. The construction method of green energy-saving fabricated building according to claim 8, characterized in that: in the step S3, the two prefabricated wall boards (1) are correspondingly spliced until a gap of 2-4 cm is reserved, mortar is poured into the grouting channel (10) on the longitudinal side of the prefabricated wall board (1), so that the mortar overflows the longitudinal side wall of the prefabricated wall board (1) to form a concrete bonding layer (9), and finally the two prefabricated wall boards (1) are spliced into a whole.
10. The construction method of the green energy-saving fabricated building according to claim 8, wherein: in step S4, after the vertical through hole (6) at the end of the prefabricated floor slab (2) is correspondingly inserted and matched with the longitudinal connecting rib (11) on the transverse side wall at the top of the prefabricated wall panel (1), mortar is poured into the vertical through hole (6) at the end of the prefabricated floor slab (2) until the vertical through hole (6) is filled with the mortar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210391545.4A CN114718182A (en) | 2022-04-14 | 2022-04-14 | Green energy-saving fabricated building and construction method |
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| Application Number | Priority Date | Filing Date | Title |
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| CN202210391545.4A CN114718182A (en) | 2022-04-14 | 2022-04-14 | Green energy-saving fabricated building and construction method |
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Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103452235A (en) * | 2013-09-30 | 2013-12-18 | 王睿敏 | Wallboard for prefabricated superimposed shearing wall, shearing wall and construction method of shearing wall |
| CN110106970A (en) * | 2019-05-31 | 2019-08-09 | 西安建工绿色建筑集团有限公司 | The index bed method of construction that pin-connected panel index bed module and dry and wet technique combine |
-
2022
- 2022-04-14 CN CN202210391545.4A patent/CN114718182A/en active Pending
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103452235A (en) * | 2013-09-30 | 2013-12-18 | 王睿敏 | Wallboard for prefabricated superimposed shearing wall, shearing wall and construction method of shearing wall |
| CN110106970A (en) * | 2019-05-31 | 2019-08-09 | 西安建工绿色建筑集团有限公司 | The index bed method of construction that pin-connected panel index bed module and dry and wet technique combine |
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