CN111042379A - Cast-in-place disassembly-free module combined wall integrated construction method - Google Patents
Cast-in-place disassembly-free module combined wall integrated construction method Download PDFInfo
- Publication number
- CN111042379A CN111042379A CN202010017612.7A CN202010017612A CN111042379A CN 111042379 A CN111042379 A CN 111042379A CN 202010017612 A CN202010017612 A CN 202010017612A CN 111042379 A CN111042379 A CN 111042379A
- Authority
- CN
- China
- Prior art keywords
- building
- module
- construction method
- cast
- concrete
- 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
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/562—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with fillings between the load-bearing elongated members
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/64—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Building Environments (AREA)
Abstract
The invention provides a cast-in-place disassembly-free module combined wall integrated construction method, which comprises the following steps: 1) excavating a foundation according to a traditional construction method, and arranging upright column reinforcing steel bars; 2) building modules with different sizes are manufactured according to different building structures; 3) building modules with different specifications and sizes are respectively and integrally connected with the foundation and the upright post steel bars according to the floor height of the building; 4) pouring the stirred concrete into a cavity of the building module, and respectively vibrating and compacting; 5) the whole wall module inner cavity adopts a mode of planting bars and installing a non-beam structure on the upright post to integrally tie and rivet, and the whole module inner cavity adopts a mode of concrete seamless filling; 6) repeating the steps 3) to 5), and completing pouring of each floor of the building in sequence; the construction method adopts the non-dismantling template type concrete member to be integrally cast and formed, and the building module and the main structure are constructed together, so that the construction procedures are reduced, the construction period is shortened, and the labor intensity of workers is reduced; it is widely suitable for matching use in building construction.
Description
Technical Field
The invention relates to a construction technology, in particular to a cast-in-place disassembly-free module combined wall integrated construction method.
Background
At present, the buildings of the buildings mostly adopt concrete frame structures, mainly take concrete foundations, upright posts and floor slabs as stressed supports, all stressed parts are connected by reinforced concrete, and the structure has stronger stability and flexible space arrangement; however, a large amount of frame templates need to be disassembled and assembled, a large amount of manpower and material resources need to be consumed for installation and disassembly, construction is relatively complex, consumed working hours are long, meanwhile, the influence on the quality of a member is large after the templates are disassembled, a demolding isolation agent influences later-stage wall decoration, the plastering layer is not firmly bonded with the surface of concrete, hollowing cracks are easy to generate, 4-5 cubic meters of templates need to be used in each cubic meter of concrete engineering, the consumption of template materials is large, accordingly, the construction cost is increased, a large amount of construction waste is generated, particularly, secondary heat preservation, heat insulation, sound insulation, moisture prevention and alkali return treatment are needed, and a large amount of manpower and material resources need to be consumed.
Disclosure of Invention
In view of the above situation, the present invention aims to provide a cast-in-place disassembly-free module combined wall integrated construction method, which adopts a disassembly-free template type concrete member to cast and form integrally, and the construction module and the main structure are constructed together, so that the construction procedures are reduced, the construction period is shortened, the overall process is simple, the installation and the operation are convenient, the market prospect is wide, and the popularization and the use are convenient.
In order to realize the aim, the cast-in-place disassembly-free module combined wall integrated construction method comprises the following steps:
1) excavating a foundation according to a traditional construction method, pouring a concrete foundation, and arranging upright column reinforcing steel bars according to a building structure;
2) building modules which have composite heat preservation, sound insulation and heat insulation performances and can be freely combined are manufactured according to different building structures, and cavities with different sizes are arranged in the middle of each building module;
3) building modules with different specifications and sizes and composite heat preservation, sound insulation and heat insulation performance are respectively integrally connected with the foundation and the upright column steel bars according to the floor height of a building, and different hydroelectric modules are embedded into the building modules; the traditional building structure mode is changed, the whole bearing structure has no exposed columns, a built-in structure is adopted, secondary die shaping is not needed, and the non-traditional bearing columns bear the load, and belong to the uniform load bearing of walls, columns and beams;
4) pouring the stirred concrete into a cavity of the non-dismantling building module, simultaneously pouring built-in stand columns of the building, respectively vibrating and compacting to complete pouring of the first layer of wall and the stand columns, and integrally forming the whole structure by adopting a mortise and tenon function;
5) the whole inner cavity of the wall module adopts a mode of integrally binding and riveting a vertical rib 300 x 300, a transverse rib with a whole body of 14# twisted steel and a non-beam structure arranged on the upright post, floor steel bars are unchanged from the traditional process, concrete is poured, the whole building height is connected with the embedded part of the vertical rib in a high manganese welding mode, and the whole inner cavity of the wall module is filled with concrete in a seamless mode;
6) and repeating the steps 3) to 5), and completing the pouring of each floor of the building in sequence.
In order to realize the optimization of the process and the effect, the further measures are as follows: and the building module in the step 2) comprises a door and window module.
And the building module in the step 2) comprises a heat preservation module, an outer anti-cracking rendering coat mortar layer, an inner side interface layer, an outer side steel wire mesh and an abdominal inclined steel wire.
And in the step 3), the building module and the upright post steel bars are integrally connected through the abdominal inclined steel wire and the connecting anchor bolt respectively.
And in the step 3), the building modules are integrally connected with each other through mortise and tenon lock catches and grooves.
Compared with the prior art, the invention has the following beneficial effects:
the construction method adopts a combined wall structure which is free from disassembly and integrates the building module with composite heat preservation, sound insulation and heat insulation performance and the reinforced concrete, reduces the generation of building rubbish, saves energy and protects environment during construction, can ensure that the building module and the concrete are firmly and reliably connected, realizes seamless filling, and solves the technical problem that a plastering layer and the concrete surface are easy to generate hollow cracks in the prior art;
the construction module can be used as a permanent wall protection layer and can also be used together with a traditional external template, the cast-in-place concrete wall and the construction module are cast into a whole, and are connected through the belly inclined steel wire and the reinforced connecting anchor bolt, so that the construction module is safer and more reliable, the outer side of the cast-in-place concrete wall is coated with a mortar protection layer, the requirement of the building energy-saving standard can be met, the technical problems of heat insulation, sound insulation, moisture and mildew resistance, no alkali return and no cracking can be solved at one time, and all the defects of the traditional building are overcome;
the invention adopts the non-dismantling template type concrete member to be integrally cast and formed, the building module and the main structure are constructed together, the construction procedures are reduced, the construction period is shortened, the labor intensity is reduced, the effects of heat insulation and sound insulation, moisture and mildew resistance, no alkali return and no cracking are realized, the integral process is simple, the installation and the operation are convenient, and the economic benefit and the social benefit are obvious.
The invention is widely suitable for matching use in building construction.
The present invention will be described in further detail with reference to examples.
Detailed Description
The first embodiment is as follows: a cast-in-place disassembly-free module combined wall integrated construction method comprises the following steps:
1) excavating a foundation according to a traditional construction method, pouring a concrete foundation, and arranging upright column reinforcing steel bars according to a building structure;
2) the building module with composite heat preservation, sound insulation and heat insulation performances is manufactured according to different building structures, cavities with different sizes are arranged in the middle of the building module, a common building module comprises a door and window module, and the building module comprises a heat preservation template, an outer anti-crack rendering coat mortar layer, an inner interface layer, an outer steel wire mesh and an abdomen inclined inserted steel wire; the heat-preservation module is generally made of molded polystyrene foam (EPS) or extruded polystyrene foam (XPS), and can ensure the effects of heat preservation, heat insulation, sound insulation, moisture prevention, mildew prevention and no cracking of a building;
3) building modules with different specifications and sizes and composite heat preservation, sound insulation and heat insulation performance are respectively integrally connected with a foundation and upright column steel bars according to the floor height of a building, different hydroelectric modules are embedded into the building modules, the building modules and the upright column steel bars are respectively integrally connected through abdomen inclined inserted steel wires and connecting anchor bolts, and the building modules are integrally connected with each other through mortise and tenon lock catches and grooves; the traditional building structure mode is changed, the whole bearing structure has no exposed columns, a built-in structure is adopted, secondary die shaping is not needed, and the non-traditional bearing columns bear the load, and belong to the uniform load bearing of walls, columns and beams;
4) pouring the stirred concrete into a cavity of the building module, simultaneously pouring the upright columns of the building, respectively vibrating and compacting to complete the pouring of the first layer of wall and the upright columns, and integrally forming the whole structure by adopting a mortise and tenon function;
5) the whole inner cavity of the wall module adopts a mode of integrally binding and riveting a vertical rib 300 x 300, a transverse rib with a whole body of 14# twisted steel and a non-beam structure arranged on the upright post, floor steel bars are unchanged from the traditional process, concrete is poured, the whole building height is connected with the embedded part of the vertical rib in a high manganese welding mode, and the whole inner cavity of the wall module is filled with concrete in a seamless mode;
6) and repeating the steps 3) to 5), and completing the pouring of each floor of the building in sequence.
The invention relates to a building module with composite heat preservation, sound insulation and heat insulation performances, which is customized for different building structures, the two sides of the structure are mutually connected as protective layers, the middle of the structure is provided with cavities with different required thicknesses, building modules with different specifications and types and reinforcing steel bars with different specifications and types are paved according to different floor heights of buildings to carry out integral connection of the whole building structure, simultaneously, directly embedding the designed hydroelectric module into a building module for one-time positioning, erecting the module according to doors and windows at different parts of a building for one-time positioning, pouring the stirred mortar into an inner cavity of the building module after the building modules and reinforcing steel bars of different specifications and models are laid, extruding by adopting a high-power vibrating rod, vacuumizing, compacting the whole contact surface, promoting the structural force between the reinforcing steel bars and concrete and promoting the compactness of the concrete; it has the following characteristics: the bearing pressure and the strength of the vertical surface of the wall body can be enhanced, and the safety and the stability of the building structure are improved; the adhesive force of the secondary decoration material is convenient to improve, the cost is saved, the labor amount is reduced, the construction period is shortened, and the production cost is reduced; thirdly, reduce the influence of the degree of difficulty and the structural strength of broken wall installation when water and electricity is fitment.
The invention relates to a construction module cast-in-place steel concrete cavity solid wall system with disassembly-free, composite heat preservation, sound insulation and heat insulation performances, which replaces the traditional brick concrete wall and concrete structure with construction modules with different structures, the construction modules are integrally connected in series by mortise and tenon lock catches and grooves, the cavities of the construction modules are integrally connected in series by uniformly distributing reinforcing steel bars, the construction modules are combined into a whole for once pouring and shaping as the bearing strength of vertical faces and the construction structure, a composite steel wire mesh frame and the construction modules are permanent fixed connection modules, concrete is poured at the inner side, the construction modules and the concrete are firmly connected together by steel concrete structures and reinforced connection anchor bolts (when the facing is a ceramic tile), and the whole is connected in a seamless way to form a structural system, wherein the construction modules are a heat preservation layer, an outer side anti-cracking plaster mortar layer, an inner side interface layer, an insulation layer, a heat preservation layer, and the outer side steel wire mesh sheet and the belly inclined steel wire are formed, so that the steel wire mesh has the excellent characteristics of strong structural force, excellent stability, good heat preservation effect, convenience in construction, good fireproof performance, no potential safety hazard, heat and sound insulation, warmness in winter and coolness in summer, 8.6-grade shock resistance, no delamination, moisture resistance, strong aging resistance, long service life and the like.
The above description is only for the preferred embodiment of the present invention, but the scope of the present invention is not limited thereto, and any person skilled in the art can be considered to be within the technical scope of the present invention, and equivalent substitutions or changes according to the technical solution and the concept of the present invention should be included in the scope of the present invention.
Claims (5)
1. A cast-in-place disassembly-free module combined wall integrated construction method is characterized by comprising the following steps:
1) excavating a foundation according to a traditional construction method, pouring a concrete foundation, and arranging upright column reinforcing steel bars according to a building structure;
2) building modules which have composite heat preservation, sound insulation and heat insulation performances and can be freely combined are manufactured according to different building structures, and cavities with different sizes are arranged in the middle of each building module;
3) building modules with different specifications and sizes and composite heat preservation, sound insulation and heat insulation performance are respectively integrally connected with the foundation and the upright column steel bars according to the floor height of a building, and different hydroelectric modules are embedded into the building modules; the traditional building structure mode is changed, the whole bearing structure has no exposed columns, a built-in structure is adopted, secondary die shaping is not needed, and the non-traditional bearing columns bear the load, and belong to the uniform load bearing of walls, columns and beams;
4) pouring the stirred concrete into a cavity of the non-dismantling building module, simultaneously pouring built-in stand columns of the building, respectively vibrating and compacting to complete pouring of the first layer of wall and the stand columns, and integrally forming the whole structure by adopting a mortise and tenon function;
5) the whole inner cavity of the wall module adopts a mode of integrally binding and riveting a vertical rib 300 x 300, a transverse rib with a whole body of 14# twisted steel and a non-beam structure arranged on the upright post, floor steel bars are unchanged from the traditional process, concrete is poured, the whole building height is connected with the embedded part of the vertical rib in a high manganese welding mode, and the whole inner cavity of the wall module is filled with concrete in a seamless mode;
6) and repeating the steps 3) to 5), and completing the pouring of each floor of the building in sequence.
2. The cast-in-place disassembly-free module combined wall integrated construction method as claimed in claim 1, wherein the construction module in the step 2) comprises a door and window module embedded therein.
3. The integrated construction method for the cast-in-place disassembly-free module combined wall body according to claim 2, wherein the construction module in the step 2) comprises a heat preservation module, an outer anti-cracking rendering coat mortar layer, an inner boundary layer, an outer steel wire mesh and an abdominal inclined steel wire.
4. The cast-in-place disassembly-free module combined wall integrated construction method as claimed in claim 1, wherein the step 3) comprises integrally connecting the construction module and the column steel bars through an abdominal oblique steel wire and a connecting anchor bolt respectively.
5. The cast-in-place disassembly-free module combined wall integrated construction method according to claim 4, wherein the step 3) comprises the integral connection between the building modules through mortise and tenon lock catches and grooves.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010017612.7A CN111042379A (en) | 2020-01-08 | 2020-01-08 | Cast-in-place disassembly-free module combined wall integrated construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010017612.7A CN111042379A (en) | 2020-01-08 | 2020-01-08 | Cast-in-place disassembly-free module combined wall integrated construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN111042379A true CN111042379A (en) | 2020-04-21 |
Family
ID=70244050
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202010017612.7A Pending CN111042379A (en) | 2020-01-08 | 2020-01-08 | Cast-in-place disassembly-free module combined wall integrated construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN111042379A (en) |
Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101603337A (en) * | 2009-07-03 | 2009-12-16 | 北京工业大学 | Be with light heat-insulation mortar bed combined masonry of recycled concrete block and preparation method thereof |
| CN103556755A (en) * | 2013-11-06 | 2014-02-05 | 北京工业大学 | Single-line reinforcement thermal insulation bearing shear wall with L-shaped hidden posts at end parts and manufacturing method of shear wall |
| CN103590486A (en) * | 2013-11-14 | 2014-02-19 | 北京中瑞成信生态科技股份有限公司 | Anti-seismic energy saving three-dimensional mortise and tenon joint net fixing one-piece cast building structure and construction method |
| CN103883068A (en) * | 2014-04-04 | 2014-06-25 | 北京工业大学 | L-shaped heat-preservation bearing building block provided with high-performance cement mortar plate and build-in light ecological material |
| CN104831811A (en) * | 2014-02-12 | 2015-08-12 | 赵光林 | Hollow reinforced concrete prefabricated wall body module |
| CN204703320U (en) * | 2015-05-15 | 2015-10-14 | 山东聊建集团有限公司 | The cast-in-place external mold compound insulation system of a kind of fibre reinforced cement steel wire net rack |
| CN105317109A (en) * | 2014-08-01 | 2016-02-10 | 吴瑞金 | Three-dimensional net fixed house adopting overall pouring of foamed wall and construction method |
| CN105544798A (en) * | 2016-01-25 | 2016-05-04 | 三新房屋制造股份有限公司 | Assembled-type hollow-slab shear wall structure and construction method thereof |
| CN107558626A (en) * | 2017-09-01 | 2018-01-09 | 蔡岗 | A kind of prefabricated assembled wall structure and the method using this structure building house |
| CN110453812A (en) * | 2019-08-28 | 2019-11-15 | 郭春来 | A kind of novel building assembling structure |
-
2020
- 2020-01-08 CN CN202010017612.7A patent/CN111042379A/en active Pending
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101603337A (en) * | 2009-07-03 | 2009-12-16 | 北京工业大学 | Be with light heat-insulation mortar bed combined masonry of recycled concrete block and preparation method thereof |
| CN103556755A (en) * | 2013-11-06 | 2014-02-05 | 北京工业大学 | Single-line reinforcement thermal insulation bearing shear wall with L-shaped hidden posts at end parts and manufacturing method of shear wall |
| CN103590486A (en) * | 2013-11-14 | 2014-02-19 | 北京中瑞成信生态科技股份有限公司 | Anti-seismic energy saving three-dimensional mortise and tenon joint net fixing one-piece cast building structure and construction method |
| CN104831811A (en) * | 2014-02-12 | 2015-08-12 | 赵光林 | Hollow reinforced concrete prefabricated wall body module |
| CN103883068A (en) * | 2014-04-04 | 2014-06-25 | 北京工业大学 | L-shaped heat-preservation bearing building block provided with high-performance cement mortar plate and build-in light ecological material |
| CN105317109A (en) * | 2014-08-01 | 2016-02-10 | 吴瑞金 | Three-dimensional net fixed house adopting overall pouring of foamed wall and construction method |
| CN204703320U (en) * | 2015-05-15 | 2015-10-14 | 山东聊建集团有限公司 | The cast-in-place external mold compound insulation system of a kind of fibre reinforced cement steel wire net rack |
| CN105544798A (en) * | 2016-01-25 | 2016-05-04 | 三新房屋制造股份有限公司 | Assembled-type hollow-slab shear wall structure and construction method thereof |
| CN107558626A (en) * | 2017-09-01 | 2018-01-09 | 蔡岗 | A kind of prefabricated assembled wall structure and the method using this structure building house |
| CN110453812A (en) * | 2019-08-28 | 2019-11-15 | 郭春来 | A kind of novel building assembling structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103114663B (en) | Assemble type multifunctional outer wall body and production and installation method thereof | |
| CN108824818B (en) | Construction method of assembled concrete filled steel tube frame-shear wall structure system | |
| CN105863155A (en) | Heat insulation and energy storage type RPC prefabricated wall panel system | |
| CN205688655U (en) | Prefabricated wall panel member | |
| CN111519797A (en) | Heat-preservation, heat-insulation and waterproof composite wallboard building structure and building method thereof | |
| CN108842944A (en) | A kind of assembled light composite thermo-insulating wall board and preparation method thereof and installation method | |
| CN104594525A (en) | Composite thermal insulation wallboard and building structure integrated thermal insulation wall system and construction process | |
| CN207017445U (en) | A kind of connecting structure of girder steel and retaining wall | |
| CN112554356A (en) | Disassembly-free template with planting and heat preservation functions and preparation method | |
| CN101318350A (en) | Concrete cavity die component forming method | |
| CN107975165B (en) | Laminated wall structure and manufacturing method thereof | |
| CN203795650U (en) | Integrated building interior and exterior wall structure | |
| CN111424848A (en) | Assembled integral type composite heat-insulation shear wall structure and construction method thereof | |
| CN208486388U (en) | Waterproof precast floor slab | |
| CN106368445A (en) | Existing building reinforcing and self-supporting thermal insulation integrated system and construction method | |
| CN207863238U (en) | Overlap wall body structure | |
| CN111042379A (en) | Cast-in-place disassembly-free module combined wall integrated construction method | |
| CN105064554A (en) | Concrete self-insulation wall structure casted in place by vacuum insulated panel type heat-preservation non-demoulding formwork | |
| CN203296209U (en) | Self-insulation mortarless block masonry shear wall system | |
| CN205206108U (en) | Cast -in -place self preservation temperature floor of vacuum insulation panels type heat preservation -in -place mould or roofing structure | |
| CN214461472U (en) | Integrated composite wall of prefabricated assembled concrete building | |
| CN204609037U (en) | Composite thermo-insulating wall board and the structure-integrated construction heat-insulating wall system of building concrete | |
| CN213087088U (en) | Assembly type disassembly-free self-insulation composite building template | |
| CN212295247U (en) | Assembled light full precast slab | |
| CN101260723A (en) | Light steel keel |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination |