CN104594630A - House wall structure and body structure post-casting integrative construction method and house - Google Patents
House wall structure and body structure post-casting integrative construction method and house Download PDFInfo
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Abstract
The invention relates to a house wall structure and body structure post-casting integrative construction method and a house. The method comprises the following steps of firstly, casting a body structure; secondly, installing a wall structure formwork and a water and electricity pipeline after concrete of the body structure achieves the design strength and releases corresponding stress; finally, casting the wall structure through pump concrete. The construction process is simplified, the construction period is short, the aims of energy conservation and consumption reduction are achieved, meanwhile, the discharge of construction waste generated by one-time processing completes of project section quantity is less, the site civilized construction degree is high, and the defects of follow-up construction and handover process of multiple processes of late floors are overcome; in addition, the wall structure is casted by novel light-weight and anti-crack concrete, good in molding, easy to control surface perpendicularity and flatness, light in weight, environmental-friendly and energy-saving, high in compressive strength and good in thermal insulation property, confirms to finish concrete standard so as to be free of working procedures such as internal and external wall plastering, and avoids the quality problems such as hollowing, cracking and leakage caused by plastering.
Description
Technical field
The invention belongs to building construction technology field, particularly house wall structure and agent structure after-pouring integral construction method and house.
Background technology
In order to the call of " about safe promotion Healthy Development of Urbanization, carrying forward vigorously Ecological Civilization Construction " that active response party eighteen major report proposes; and implement comprehensively the Ministry of Construction promulgate promote novel building engineering " industrialization " develop every will be then; according to economizing on resources and protection of the environment fundamental state policy; greatly develop low-carbon (LC), energy-saving and environmental protection building, change traditional brick, watt, ash, sand, stone extensive style, labour-intensive production model.
At present, the home building industry degree of advanced country is up to more than 70%, the industrialized level of China is less than 10%, particularly building body construction aspect, industrialization level is less than 5%, so far still to rest in mode that multiple tracks working procedure sequentially constructs with manual form that (i.e. the agent structure of existing conventional house construction work and the equal construction by stages of wall body structure, especially wall body structure needs by manually carrying out successively building by laying bricks or stones, plastering, batch to scrape.), not only of poor quality, long in time limit, efficiency is low, and waste of raw materials and environment pollution very serious.How to make building operation simplify, rapid, progressively mention agenda, housing construction industrialization has been main trend.
Summary of the invention
In order to solve the above-mentioned technical problem existed in prior art, the invention provides that a kind of main house body structure is integrated with wall body structure builds, forming, construction simplifies, the duration is short, the discharge of effective minimizing building waste, improve on-the-spot civilized construction degree, avoid the common quality defect such as hollowing, crack, seepage of plastering and producing, the construction method that the resistance to overturning of wall body structure is good and house.
For solving the problems of the technologies described above, the present invention adopts following technical scheme:
A kind of house wall structure and agent structure after-pouring integral construction method, first agent structure is built, then, after the concrete of agent structure reaches design strength and discharges corresponding stress, install wall body structure template and water power pipeline, wall body structure built by last pumping of concrete.
Further, described wall body structure adopts novel light anti-crack concrete to build, and described agent structure adopts normal conventional concrete to build; Wherein, described novel light anti-crack concrete is prepared from by following composition and percentage by weight:
Cement 22.51%, pottery sand 42.997%, flyash 16.43%, durafiber 0.097%, blowing agent 0.083%, water reducing agent 0.26%, air entraining agent 0.056% and water 17.567%.
Further, described cement is P.032.5 class g cement, and the specification of described pottery sand is 2 ~ 5mm, and described flyash is II grade of fine-ground fly-ash, and the length of described durafiber is 19mm, and described water reducing agent is high-efficiency water-reducing agent of poly-carboxylic acid.
Further, described house wall structure and agent structure after-pouring integral construction method, specifically include following steps:
Build agent structure;
After the concrete of agent structure reaches design strength and discharges corresponding stress, the pull-up structure reinforcing bar be connected with wall body structure is set to interval at the vertical of agent structure and level, while at lintel hole top, some reinforcing bars are set;
" L " type buffering connector is connected with wall body structure to interval setting at the vertical of agent structure and level;
The one side formwork of wall body structure is installed;
Water power pipeline in pre-buried wall body structure and colligation structure muscle;
The opposite side template of wall body structure is installed;
Build wall body structure, simultaneously colligation beam reinforced steel bar and installation form plate upper thread pipe;
After the concrete final set of wall body structure, stripping.
Further, before installation " L " type buffering connector, first soft cushion coat is set in the position of agent structure installation " L " type buffering connector.
Further, when the opposite side template of wall body structure is installed, arranging a longitudinal cross-section in the upper end of at least a certain template is leg-of-muttonly build mouth, offers pouring hole building floor plates directly over mouth simultaneously, in pouring hole, mouth is built in concrete input and completes for being inserted by pump line and build; After building, use custom made forms capping.
Further, described " building wall body structure ", specifically comprises the following steps:
Before building, first clear water in storage bin hopper is pumped from pipeline, reach moistening and object that is cleanser conduit, then add identical with concrete mix in hopper or to coordinate be the cement mortar of 1:2, pumping of concrete after lubrication piping, can be started;
Build pumping when starting, rate of pumping should slow down, and oil pressure change should within the scope of permissible value, to be pumped smooth time, ability normal speed carries out pumping;
Build pump period, the amount of concrete in hopper should keep being not less than on cylinder barrel mouth is advisable between 150mm under 10mm to hopper port, avoids suction efficiency low, easily sucks air and causes plug pipe, and can overflow and strengthen shaft load during too many then back suction.
Further, described wall body structure adopts novel light anti-crack concrete to build, cement mortar should be adopted before building to carry out connecing slurry process in the bottom surface of wall body structure, the thickness of described cement mortar is that 30mm is thick, and match ratio is identical with novel light anti-crack concrete.
A kind of house, include agent structure and wall body structure, be equipped with one group of " L " type between the wall column of described agent structure and the side of wall body structure, between described agent structure and the upper end of wall body structure and cushion connector, described often group " L " type buffering connector has two, and be symmetrical set, and build integrated with agent structure and wall body structure.
Further, described agent structure and wall body structure adopt normal conventional concrete and novel light anti-crack concrete to build respectively and form, and wherein said novel light anti-crack concrete is prepared from by following composition and percentage by weight:
Cement 22.51%, pottery sand 42.997%, flyash 16.43%, durafiber 0.097%, blowing agent 0.083%, water reducing agent 0.26%, air entraining agent 0.056% and water 17.567%.
Further, the specification of described pottery sand is 2 ~ 5mm, and described flyash is II grade of fine-ground fly-ash, and the length of described durafiber is 19mm, and described water reducing agent is high-efficiency water-reducing agent of poly-carboxylic acid.
Further, soft cushion coat is provided with between described " L " type buffering connector and agent structure, wall column.
Further, described " L " type buffering connector is " L " shape steel plate, and described soft cushion coat is the soft glue-line of coating.
Further, the whole surface of described " L " type buffering connector is provided with and builds through hole, builds through hole described in the concrete of described wall body structure passes.
The invention has the beneficial effects as follows:
The present invention passes through technique scheme, construction process simplifies, the duration is short, reach energy-saving and cost-reducing object, engineering section face amount is disposable simultaneously completes the discharge decreasing building waste, improve on-the-spot civilized construction degree, also eliminate follow-up construction and the operation handing-over defect of later stage floor multiple working procedure; And wall body structure adopts novel light anti-crack concrete to build, forming, surface verticality, planeness are easy to control, and light weight, environmental protection and energy saving, compressive strength are high, good heat insulating, meet clear-water concrete standard thus eliminate inner, external wall and the operation such as to plaster, avoid the hollowing of plastering and producing, the common quality defect such as crack, seepage.
In addition, by arranging " L " type buffering connector between agent structure and wall body structure, and build integration, displacement distortion and the antidetonation of operative constraint wall body structure are destroyed, and ensure that the resistance to overturning of wall body structure.
Accompanying drawing explanation
Below in conjunction with accompanying drawing and specific embodiment, the invention will be further described:
Fig. 1 is the principle schematic flow diagram of house wall structure of the present invention and agent structure after-pouring integral construction method;
Fig. 2 is the agent structure in house of the present invention and the partial structurtes schematic diagram of wall body structure total implementation example;
Fig. 3 is the integrated partial structurtes schematic diagram of " L " type buffering connector and agent structure in house of the present invention embodiment, wall body structure;
Fig. 4 is the partial structurtes schematic diagram of " L " type buffering connector in house of the present invention embodiment.
Detailed description of the invention
In order to make object of the present invention, technical scheme and advantage clearly understand, below in conjunction with drawings and Examples, the present invention is further elaborated.Should be appreciated that specific embodiment described herein only in order to explain the present invention, be not intended to limit the present invention.
As shown in Figure 1, house wall structure described in the embodiment of the present invention and agent structure after-pouring integral construction method, first agent structure is built, then after the concrete of agent structure reaches design strength and discharges corresponding stress, install wall body structure template and water power pipeline, wall body structure built by last pumping of concrete.Specifically can include following steps:
Steps A. build agent structure, its pouring construction is built identical with existing agent structure, does not repeat them here.
Step B., after the concrete of agent structure reaches design strength and discharges corresponding stress, arranges at the vertical of agent structure and level the pull-up structure reinforcing bar be connected with wall body structure to interval, while at lintel hole top, some reinforcing bars are set.
Step C. is connected " L " type buffering connector at the vertical of agent structure and level to interval setting with wall body structure;
Step D. installs one-sided (aluminium alloys) template of wall body structure.
Step e. the water power pipeline in pre-buried wall body structure and colligation structure muscle.
Step F. opposite side (aluminium alloys) template of wall body structure is installed.
Step G. builds wall body structure, simultaneously colligation beam reinforced steel bar and installation form plate upper thread pipe.
Step H. after the concrete final set of wall body structure, stripping.
Wherein, described wall body structure adopts novel light anti-crack concrete to build, and described agent structure adopts normal conventional concrete to build; Described novel light anti-crack concrete is prepared from by following composition and percentage by weight: cement 22.51%, pottery sand 42.997%, flyash 16.43%, durafiber 0.097%, blowing agent 0.083%, water reducing agent 0.26%, air entraining agent 0.056% and water 17.567%; Described cement is P.032.5 class g cement, and the specification of described pottery sand is 2 ~ 5mm, and described flyash is II grade of fine-ground fly-ash, and the length of described durafiber is 19mm, and described water reducing agent is high-efficiency water-reducing agent of poly-carboxylic acid.
Described " building wall body structure ", specifically comprise the following steps: before building, first clear water in storage bin hopper is pumped from pipeline, reach moistening and object that is cleanser conduit, then add identical with concrete mix in hopper or coordinate cement mortar for 1:2, pumping of concrete after lubrication piping, can be started; Build pumping when starting, rate of pumping should slow down, and oil pressure change should within the scope of permissible value, to be pumped smooth time, ability normal speed carries out pumping; Build pump period, the amount of concrete in hopper should keep being not less than on cylinder barrel mouth is advisable between 150mm under 10mm to hopper port, avoids suction efficiency low, easily sucks air and causes plug pipe, and can overflow and strengthen shaft load during too many then back suction.And cement mortar before building, should be adopted to carry out connecing slurry process in the bottom surface of wall body structure, the thickness of described cement mortar is that 30mm is thick, and its match ratio is identical with novel light anti-crack concrete.
When the opposite side template of wall body structure is installed, arranging a longitudinal cross-section in the upper end of at least a certain template is leg-of-muttonly build mouth, simultaneously offer pouring hole building floor plates directly over mouth, in pouring hole, mouth is built in concrete input and complete for pump line is inserted and build; After building, use custom made forms capping.Before installation " L " type buffering connector, first soft cushion coat is set in the position of agent structure installation " L " type buffering connector.
In addition, when building wall body structure, concrete pumping is first far away rear near, pipe is torn open gradually in building, concrete pumping should be worked continuously simultaneously, and interval time should more than 2 hours, and building for every layer is highly 1/2 of body of wall clear height, when backstage is supplied not in time, need rate of pumping be reduced, during pumping brief interruption, stir and should not stop; When blade is stuck, queuing of need reversing, then rotate forward, reverse certain hour, can continue pumping after rotating forward smoothly.If pumping midway is more than 20 minutes idle hours, when pipeline is longer again, should every 5 minutes turn on pumps once, pumping is concrete in a small amount, when pipeline is shorter, can adopt every rotating in 5 minutes 2-3 strokes, pipe inner concrete is wriggled, prevent bleeding from emanating, temperature be high in long-time termination of pumping (more than 45 minutes), concrete slump hour may cause plug pipe, concrete should be removed from pump and carrier pipe.
Building engineering agent structure of the present invention and wall body structure monolithic construction method have the following advantages:
(1) under the prerequisite not changing former design thickness of wall body and functional performance, wall body structure and agent structure integral construction is adopted to build, instead of and build by laying bricks or stones separately, compensate for blockwork complex procedures, the drawbacks such as rehandling is many, for building construction integral construction is laid a solid foundation, significantly save artificial, material, machinery and consume; Comprehensively, the overall section face of construction is taken full advantage of, complete two partitioned projects in a time period simultaneously, simplify construction process, substantially reducing the duration (can shorten the construction period 1/3, bring considerable economic benefit), and engineering section face amount disposablely completes the discharge decreasing building waste, improves on-the-spot civilized construction degree, also eliminate follow-up construction and the operation handing-over defect of later stage floor multiple working procedure.
(2) because wall body structure is integrated with agent structure monobloc cast, forming, surperficial verticality, planeness are easy to control, and rear surface planeness of construct, perpendicularity deviation be equal≤5mm, reach clear-water concrete standard; Reach clear-water concrete requirement simultaneously, thus eliminate inner, external wall and the operation such as to plaster, direct Puttying is fitted up, and avoids the common quality defect such as hollowing, crack, seepage of plastering and producing; Shorten the duration, reach energy-saving and cost-reducing object, for the green construction of engineering and the normal use in house, there is profound significance, form " industrialization " preliminary thinking, also bring considerable economic benefit.
(3) novel light anti-crack concrete is adopted to build wall body structure, light weight, environmental protection and energy saving, compressive strength are high, compressive strength high (>=8Mpa) and resistance to overturning are all better than block structure body of wall, its heat-insulating property is good, coefficient of thermal conductivity≤0.27W/M*K meets standard-required, interior admixture special cracking resistant material and multiple Admixture, reasonable mixture ratio, effectively reduces the be full of cracks of concrete autogenous shrinkage.
(4) " L " type buffering connector is set between agent structure and wall body structure, eliminates structural stress change and destroy and crack etc., effectively ensure that meeting the requirements of structure both shrinks STRESS VARIATION when building; Displacement distortion and the antidetonation of simultaneously operative constraint wall body structure are destroyed, and ensure that the resistance to overturning of wall body structure.
(5) high in conjunction with aluminum alloy mould plate planeness, rigidity is strong, apparent bright and clean good feature, by to the becoming more meticulous of aluminum alloy mould plate, Modular design, allow the template of wall body structure and agent structure integraty support install, the two is integrated, all make use of active section face from spatially scientific and reasonable, building construction integral is constructed and may become.
Effect and quality is built in order to improve, house wall structure of the present invention also comprises with agent structure after-pouring integral construction method: should carry out " surveying setting-out " before described " arranging at the vertical of agent structure and level the pull-up structure reinforcing bar be connected with wall body structure to interval; arrange some reinforcing bars at lintel hole top " simultaneously, all carry out " examination " after described " the opposite side template of wall body structure is installed " and " building wall body structure, simultaneously colligation beam reinforced steel bar and installation form plate upper thread pipe " simultaneously.
As shown in Fig. 2 to Fig. 4, the embodiment of the present invention additionally provides a kind of house, include agent structure 1 and wall body structure 2, be equipped with one group of " L " type between the wall column 11 of described agent structure 1 and the side of wall body structure 2, between described agent structure 1 and the upper end of wall body structure 2 and cushion connector 3, described often group " L " type buffering connector 3 has two, and be symmetrical set, and build 2 integrated with agent structure 1 and wall body structure.
Concrete structure can be: described agent structure 1 and wall body structure 2 adopt normal conventional concrete and novel light anti-crack concrete to build respectively and form, and wherein said novel light anti-crack concrete is prepared from by following composition and percentage by weight: cement 22.51%, pottery sand 42.997%, flyash 16.43%, durafiber 0.097%, blowing agent 0.083%, water reducing agent 0.26%, air entraining agent 0.056% and water 17.567%; The specification of described pottery sand is 2 ~ 5mm, and described flyash is II grade of fine-ground fly-ash, and the length of described durafiber is 19mm, and described water reducing agent is high-efficiency water-reducing agent of poly-carboxylic acid.Described " L " type buffering connector 3 is " L " shape steel plates, and it is fixed on agent structure 1(wall column 11 by screw 32) on, and agent structure 1 is built integrated with wall body structure 2 in the lump; Described " L " type buffering connector 3 and agent structure 1, be provided with soft cushion coat 4 between wall column 11; Described soft cushion coat 4 is soft glue-lines (founding to obtain soft glue as strong) of coating, and its thickness is 5mm.
Like this, house of the present invention, by arranging " L " type buffering connector between agent structure and wall body structure, and builds integration, and displacement distortion and the antidetonation of operative constraint wall body structure are destroyed, ensure that the resistance to overturning of wall body structure, construction process simplifies, the duration is short; And wall body structure adopts novel light anti-crack concrete to build, forming, surface verticality, planeness are easy to control, and light weight, environmental protection and energy saving, compressive strength are high, good heat insulating, meet clear-water concrete standard thus eliminate inner, external wall and the operation such as to plaster, avoid the hollowing of plastering and producing, the common quality defect such as crack, seepage.
Certainly, the whole surface of described " L " type buffering connector 3 is provided with and builds through hole 31, builds through hole 31 described in the concrete of described wall body structure 2 passes.Can increase like this concrete that wall body structure builds and " L " type cushion between connector 3 in conjunction with fixed effect, improve the stability of wall body structure further.
In sum, house wall structure of the present invention and agent structure after-pouring integral construction method and house, active response country calls, and uses energy-conserving and environment-protective material, and Creating Green is constructed; Replace traditional extensive style to build by laying bricks or stones, save a large amount of manpower; Wall body structure pouring construction makes the duration greatly shift to an earlier date, and has significantly saved the consumption of labour, constructional materials and machinery equipment, exempts later stage operation handing-over defect.
The above is the preferred embodiment of the present invention; it should be pointed out that for those skilled in the art, under the premise without departing from the principles of the invention; can also make some improvements and modifications, these improvements and modifications are also considered as protection scope of the present invention.
Claims (14)
1. a house wall structure and agent structure after-pouring integral construction method, it is characterized in that, first agent structure is built, then after the concrete of agent structure reaches design strength and discharges corresponding stress, install wall body structure template and water power pipeline, wall body structure built by last pumping of concrete.
2. house wall structure and agent structure after-pouring integral construction method according to claim 1, is characterized in that, described wall body structure adopts novel light anti-crack concrete to build, and described agent structure adopts normal conventional concrete to build; Wherein, described novel light anti-crack concrete is prepared from by following composition and percentage by weight:
Cement 22.51%, pottery sand 42.997%, flyash 16.43%, durafiber 0.097%, blowing agent 0.083%, water reducing agent 0.26%, air entraining agent 0.056% and water 17.567%.
3. house wall structure and agent structure after-pouring integral construction method according to claim 1, it is characterized in that, described cement is P.032.5 class g cement, the specification of described pottery sand is 2 ~ 5mm, described flyash is II grade of fine-ground fly-ash, the length of described durafiber is 19mm, and described water reducing agent is high-efficiency water-reducing agent of poly-carboxylic acid.
4. house wall structure and agent structure after-pouring integral construction method according to claim 1 or 2 or 3, is characterized in that, specifically include following steps:
Build agent structure;
After the concrete of agent structure reaches design strength and discharges corresponding stress, the pull-up structure reinforcing bar be connected with wall body structure is set to interval at the vertical of agent structure and level, while at lintel hole top, some reinforcing bars are set;
" L " type buffering connector is connected with wall body structure to interval setting at the vertical of agent structure and level;
The one side formwork of wall body structure is installed;
Water power pipeline in pre-buried wall body structure and colligation structure muscle;
The opposite side template of wall body structure is installed;
Build wall body structure, simultaneously colligation beam reinforced steel bar and installation form plate upper thread pipe;
After the concrete final set of wall body structure, stripping.
5. house wall structure and agent structure after-pouring integral construction method according to claim 4, is characterized in that, before installation " L " type buffering connector, the position of first installing " L " type buffering connector in agent structure arranges soft cushion coat.
6. house wall structure and agent structure after-pouring integral construction method according to claim 4, it is characterized in that, when the opposite side template of wall body structure is installed, arranging a longitudinal cross-section in the upper end of at least a certain template is leg-of-muttonly build mouth, simultaneously offer pouring hole building floor plates directly over mouth, in pouring hole, mouth is built in concrete input and complete for pump line is inserted and build; After building, use custom made forms capping.
7. house wall structure and agent structure after-pouring integral construction method according to claim 4, it is characterized in that, described " building wall body structure ", specifically comprises the following steps:
Before building, first clear water in storage bin hopper is pumped from pipeline, reach moistening and object that is cleanser conduit, then add identical with concrete mix in hopper or to coordinate be the cement mortar of 1:2, pumping of concrete after lubrication piping, can be started;
Build pumping when starting, rate of pumping should slow down, and oil pressure change should within the scope of permissible value, to be pumped smooth time, ability normal speed carries out pumping;
Build pump period, the amount of concrete in hopper should keep being not less than on cylinder barrel mouth is advisable between 150mm under 10mm to hopper port, avoids suction efficiency low, easily sucks air and causes plug pipe, and can overflow and strengthen shaft load during too many then back suction.
8. house wall structure and agent structure after-pouring integral construction method according to claim 7, it is characterized in that, described wall body structure adopts novel light anti-crack concrete to build, cement mortar should be adopted before building to carry out connecing slurry process in the bottom surface of wall body structure, the thickness of described cement mortar is that 30mm is thick, and match ratio is identical with novel light anti-crack concrete.
9. a house, include agent structure and wall body structure, it is characterized in that, be equipped with one group of " L " type between the wall column of described agent structure and the side of wall body structure, between described agent structure and the upper end of wall body structure and cushion connector, described often group " L " type buffering connector has two, and be symmetrical set, and build integrated with agent structure and wall body structure.
10. house according to claim 9, it is characterized in that, described agent structure and wall body structure adopt normal conventional concrete and novel light anti-crack concrete to build respectively and form, and wherein said novel light anti-crack concrete is prepared from by following composition and percentage by weight:
Cement 22.51%, pottery sand 42.997%, flyash 16.43%, durafiber 0.097%, blowing agent 0.083%, water reducing agent 0.26%, air entraining agent 0.056% and water 17.567%.
11. houses according to claim 10, is characterized in that, described cement is P.032.5 class g cement, the specification of described pottery sand is 2 ~ 5mm, described flyash is II grade of fine-ground fly-ash, and the length of described durafiber is 19mm, and described water reducing agent is high-efficiency water-reducing agent of poly-carboxylic acid.
12. according to claim 9 or 10 or 11 house, it is characterized in that, described " L " type buffering connector and agent structure, be provided with soft cushion coat between wall column.
13., according to house described in claim 12, is characterized in that, described " L " type buffering connector is " L " shape steel plate, and described soft cushion coat is the soft glue-line of coating.
14. according to claim 9 or 10 or 11 or 13 house, it is characterized in that, the whole surface of described " L " type buffering connector is provided with and builds through hole, builds through hole described in the concrete of described wall body structure passes.
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