CN101148910A - Reinforced composite dismounting-free die building construction method - Google Patents
Reinforced composite dismounting-free die building construction method Download PDFInfo
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- CN101148910A CN101148910A CNA2006101529747A CN200610152974A CN101148910A CN 101148910 A CN101148910 A CN 101148910A CN A2006101529747 A CNA2006101529747 A CN A2006101529747A CN 200610152974 A CN200610152974 A CN 200610152974A CN 101148910 A CN101148910 A CN 101148910A
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Abstract
The composite ribbed no-shuttering removal construction process includes the following steps: 1. setting column steel bars; 2. setting column and crossbeam frame; 3. measuring and correcting the frame; 4. setting web formwork to the frame and welding the web formwork to the outside of the frame; 5. spreading formwork to form the bottom plates of different stories; 6. assembling crossbeam ribs and laths; and 7. grouting to form column, beam, plate and other structure. The construction process without need of assembling and disassembling formwork has low cost.
Description
Technical field
The present invention relates to a kind of reinforced composite dismounting-free die building construction method.
Background technology
Existing builing industry often adopts reinforced concrete structure or steel-reinforced concrete structure in constructing structure body process, and generally speaking, conventional template is usually used in the aforesaid reinforced concrete structure, and the steel-reinforced concrete structure is then used and exempted to tear open net die worker method.
When reinforced concrete structure is constructed with conventional template, need before the configuration of metope hydroelectric line, to organize earlier a upright metope side form, organize upright opposite side metope template behind the distribution again, and the metope template all need earlier with iron wire pass crosspiece fixing after, again with the diagonal brace support shuttering, and after finishing the operation of post, crossbeam and plate in regular turn, be in the milk.Above-mentioned method with conventional template is constructed, have following problem, owing to need group mould and form removal will increase engineering time and construction cost, secondly, after grouting, often have quick-fried mould situation, must send the worker to repair in addition because of template group is upright rigorous inadequately, and because the general layout of structure is not identical, make the constructor need shear template, cause the losing quantity of template to heighten.
Exempting to tear open net die worker method is used for the steel-reinforced concrete structure and then has following problem: because of crossbeam, post all are that main framework forms with the reinforcing bar, make that the cost of structure is higher, in addition, because of floor is with grouting again after the steel corrugated plate laying, cause the decoration engineering of the ceiling need of floor through secondary, therefore, the construction cost of steel-reinforced concrete structure is high always.
In sum, the worker's method that how will exempt from form removal applies in reinforced concrete structure and the steel-reinforced concrete structure, can solve the high problems of cost such as reinforcing bar in aforementioned structure of reinforced concrete time, construction cost and the steel-reinforced concrete structure, secondary decoration engineering simultaneously, be improvement emphasis of the present invention.
Summary of the invention
Technical problem underlying to be solved by this invention is, overcome the above-mentioned defective that prior art exists, and a kind of reinforced composite dismounting-free die building construction method is provided, it is that outer rim at post, crossbeam is covered with the net mould, need not to organize mould, form removal to reach, have the effect that reduces the structure cost again concurrently.
The technical solution adopted for the present invention to solve the technical problems is:
A kind of reinforced composite dismounting-free die building construction method includes following step at least:
A. post reinforcing bar group is upright:
It is finish wholely with base surface water put finish after, carry out the setting-out of post, crossbeam, wall displacement in base surface, then in the set of locations column reinforcing bar of each post;
B. set up post and s crossbeam frame:
Set up framework respectively at each post with the corresponding outer rim of adjacent beams, these frameworks are to constitute approximately slightly post or the wide fence shape framework of crossbeam side with angle bar or metal tube;
C. framework is measured and is proofreaied and correct:
The action that the framework of each above-mentioned post, crossbeam is measured and proofreaied and correct;
D., the net mould is set:
Each framework outer rim in each post, crossbeam is provided with the net mould respectively, and the net mould of corresponding each post, crossbeam is welded in the outside of the framework of each post, crossbeam respectively;
E. lay the base plate in each building:
One of them of laying clear water mould or net mould is to form the base plate in each building, and with the bottom of several shore supports in this clear water mould or net mould, each pillar is propped up between the base plate bottom side and ground, below in each building, and respectively at the motor-driven configuration of carrying out the water power pipeline between step a～e;
F. crossbeam muscle, the assembling of plate muscle:
Lay crossbeam muscle, plate muscle respectively at crossbeam and floor;
G. grouting:
Concrete spouting to group upright good post, crossbeam, intralamellar part, so that concrete envelopes reinforcing bar, framework and skeleton, and is bonded mutually with the net mould of periphery, and molds structures such as post, crossbeam and plate.
The aforementioned steel structure worker method of exempting from the form removal formula, can need set up the wall skeleton step the suitable opportunity before wherein body of wall is in the milk according to the building design: set up the skeleton that constitutes body of wall and wear transverse reinforcement in each skeleton, and in each skeleton outer rim net mould formation body of wall is set respectively.
The aforementioned steel structure worker method of exempting from the form removal formula, wherein each skeleton outer rim of each framework of construction post, crossbeam and formation body of wall is provided with respectively after the net mould, can be at net mould external surface with seccotine (CRneoprene rubber/ chloroprene rubber) spraying coating, seccotine can form one deck cellular film after dry.
The aforementioned steel structure worker method of exempting from the form removal formula, practice when wherein step e is a base plate with floor on the net mould bases structure is: between the cross beam frame of two correspondences, be provided with several across the punching skeleton, again after punching skeleton lower edge laying net mould is with the base plate that forms floor, and, prop up between the base plate bottom side and ground, below in each building with a plurality of pillars then with the bottom of shore supports in this net mould.
The invention has the beneficial effects as follows that it is that outer rim at post, crossbeam is covered with the net mould, need not to organize mould, form removal to reach, and has the effect that reduces the structure cost again concurrently.
Description of drawings
The present invention is further described below in conjunction with drawings and Examples.
Fig. 1 is a building construction method flow chart of the present invention.
Fig. 2 is building construction method construction post of the present invention, s crossbeam frame schematic diagram.
Fig. 3 does not carry out perspective view before the grouting step with building construction method construction pillar of the present invention.
Fig. 4 does not carry out perspective view before the grouting step with building construction method construction wall of the present invention.
Fig. 5 does not carry out perspective view before the grouting step with building construction method construction pillar of the present invention and body of wall.
Fig. 6 does not carry out structure sectional view before the grouting step with the crossbeam of building construction method construction of the present invention, body of wall and floor.
Fig. 7 is the structure sectional view before crossbeam, the body of wall with the building construction method construction of second embodiment of the invention is in the milk.
The specific embodiment
See also Fig. 1 to Fig. 4, be the selected example structure of the present invention shown in the figure.
Present embodiment is to be example explanation with construction building thing structure, and reinforced composite dismounting-free die building construction method of the present invention includes following step at least, as shown in Figure 1:
A. post reinforcing bar group is upright:
It is finish wholely with base surface water put finish after, carry out the setting-out of post 1, crossbeam 2, body of wall 3 positions in base surface, then in the upright reinforcing bar 11 longitudinally of the set of locations of each post 1, each reinforcing bar 11 outer rim is also enclosed bundle with several ring-type stirrups 12.
B. set up post and s crossbeam frame:
Set up framework 13,21 one-tenth ㄇ types respectively at each post 1 and the corresponding outer rim of adjacent beams 2, as shown in Figure 2, in the present embodiment, framework the 13, the 21st is welded into according to the plane frame of each post 1 with crossbeam 2 predetermined profiles by iron pipe.
C. framework is measured and is proofreaied and correct:
The action that the framework 13,21 that reinforcing bar 11,22 preliminary groups is stood on each post 1, crossbeam 2 with measuring apparatus (for example transit, level gauge or taper sash weight cooperate waterline) is measured and proofreaied and correct, and in measure and corrective action after set up framework in the facade of all the other sides of post and crossbeam again.
D., the net mould is set:
See also Fig. 3 to Fig. 5, each framework 13,21 in each post 1, crossbeam 2 is provided with net mould 4 respectively, as shown in Figure 3 and Figure 4, and in the present embodiment, net mould 4 is to be example with the expansion steel mesh, and the net mould 4 of corresponding each post 1, crossbeam 2 is welded in framework 13,21 outsides of each post 1, crossbeam 2 respectively.
E. lay the base plate in each building:
Can lay clear water mould 5 or net mould 4 forming the base plate in each building, and be supported in the bottom of this clear water mould 5 or net mould 4, prop up between the base plate bottom side and ground, below in each building with some pillars 51 then with pillar 51.And the motor-driven respectively configuration of carrying out the water power pipeline between construction sequence a～e.
In the present embodiment, the present invention can and can need set up body of wall 3 skeletons 31 steps according to the building design the suitable opportunity before body of wall 3 is in the milk: set up the skeleton 31 that constitutes body of wall 3 and wear transverse reinforcement in each skeleton 31, and in each skeleton 31 outer rim net mould 4 formation bodies of wall 3 are set respectively.Its detailed practice is as described below:
Set up the skeleton 31 that constitutes body of wall 3, this skeleton is for defining the rough spacing in body of wall 3 both sides, in the present embodiment, some connecting portions 313 that each skeleton 31 has the two pairs of stand portions 311,312 that are parallel to each other and is connected in 311,312 in each stand portion, each connecting portion 313 has two brace 313a, 313b again respectively, this two brace 313a, the medial extremity that 313b is adjacent are to be connected in one-body molded mode, and outboard end then is shaped in each corresponding stand portion 311,312 respectively.And in each skeleton 31, wear transverse reinforcement and lay hydroelectric line.
F. crossbeam muscle, the assembling of plate muscle;
Lay crossbeam muscle, plate muscle respectively at crossbeam and floor, as shown in Figure 6;
G. grouting:
Concrete spouting to group is stood good post 1, crossbeam 2, floor and body of wall 3 inside, so that concrete can envelope reinforcing bar 11,32,52, framework 13,21 and skeleton 31, and bond mutually, and mold structures such as post 1, crossbeam 2, floor and body of wall 3 with the net mould 4 of periphery.
Certainly, still there are many examples in the present invention, therebetween the only variation on the details.For example in the steps d of construction method of the present invention. in construction post 1, each framework 13 of crossbeam 2,21 and each skeleton 31 outer rim of constituting body of wall 3 be provided with respectively after the net mould 4, for avoiding mud to ooze out in the mesh of net mould 4, can be at net mould 4 external surfaces with seccotine (CR neoprene rubber/ chloroprene rubber) spraying coating, seccotine can form one deck cellular film after dry, can effectively cover excessive net lay wire order but do not hinder the gas permeability of net mould, thus, just can block mud and prevent that it from oozing out, in the hope of mud is remained in the net mould 4, and grouting finish after, net mould 4 still has air permeability and good allows easier the shedding of moisture content in the concrete, the speed of concrete structure is solidified comparatively fast, and do not have bad influence.
In construction method of the present invention, the outer rim of post 1, crossbeam 2 and body of wall 3 is covered with net mould 4, therefore, need not to organize actions such as mould, form removal, and net mould 4 can prevent that mud from oozing out, relatively, also do not have the situation of shearing template, and can significantly reduce the construction cost of structure.
Moreover, in the construction method of the present invention, because post 1 is with 11,22 groups of upright forming of reinforcing bar with crossbeam 2, cooperation with clear water mould 5 or net mould 4 to form the base plate in each building, therefore, the present invention compares with the steel-reinforced concrete structure, has to reduce the cost of buying reinforcing bar and follow-up secondary decoration engineering.
In sum, reinforced composite dismounting-free die building construction method of the present invention can reach following effect:
1, owing to covers the measure of net mould, can effectively improve in the existing construction method, ooze out the intensity that influences concrete structure because of mud, and the mud that oozes out can increase the problems such as puzzlement of subsequent treatment, make mud no longer ooze out, to reach the effect that prevents that mud from oozing out and reducing the subsequent treatment expense.
2, being provided with of net mould can be organized actions such as mould, form removal again, relatively, also do not have the situation of shearing template, has the effect of the construction cost that significantly reduces structure.
3, compare with the reinforcing bar structure, because post and crossbeam are to form so that the reinforcing bar group is upright, therefore, the present invention possesses cheap construction cost, and the floor cooperation can be saved follow-up secondary decoration engineering cost with clear water mould or net mould.
4, the next day that floor is finished the grouting back down, can go up the constructing operation of a floor, repeat the construction of abovementioned steps, so whole efficiency of construction is quite high.
Certainly, still there are many examples in the present invention, therebetween the only variation on the details.
See also Fig. 7, it is the second embodiment of the present invention, wherein, the practice when the base plate of the step e. of construction method of the present invention floor on net mould 4 A frameworks is: between the cross beam frame of two correspondences, establish several across punching skeleton 42A, again in punching skeleton 42A lower edge lay net mould 4A with the base plate that forms floor after. and be supported in the bottom of this net mould 4A with pillar 51A, then prop up between the base plate bottom side and ground, below in each building with some pillar 51A, carry out foregoing step f and step g again.
Claims (4)
1. reinforced composite dismounting-free die building construction method includes following step at least:
A. post reinforcing bar group is upright:
It is finish wholely with base surface water put finish after, carry out the setting-out of post, crossbeam, wall displacement in base surface, then in the set of locations column reinforcing bar of each post;
B. set up post and s crossbeam frame:
Set up framework respectively at each post with the corresponding outer rim of adjacent beams, these frameworks are to constitute approximately slightly post or the wide fence shape framework of crossbeam side with angle bar or metal tube;
C. framework is measured and is proofreaied and correct:
The action that the framework of each above-mentioned post, crossbeam is measured and proofreaied and correct;
D., the net mould is set:
Each framework outer rim in each post, crossbeam is provided with the net mould respectively, and the net mould of corresponding each post, crossbeam is welded in the outside of the framework of each post, crossbeam respectively;
E. lay the base plate in each building:
One of them of laying clear water mould or net mould is to form the base plate in each building, and with the bottom of several shore supports in this clear water mould or net mould, each pillar is propped up between the base plate bottom side and ground, below in each building, and respectively at the motor-driven configuration of carrying out the water power pipeline between step a～e;
F. crossbeam muscle, the assembling of plate muscle:
Lay crossbeam muscle, plate muscle respectively at crossbeam and floor;
G. grouting:
Concrete spouting to group upright good post, crossbeam, intralamellar part, so that concrete envelopes reinforcing bar, framework and skeleton, and is bonded mutually with the net mould of periphery, and molds structures such as post, crossbeam and plate.
2. according to the described reinforced composite dismounting-free die building construction method of claim 1, it is characterized in that to set up the wall skeleton step according to the building design the suitable opportunity before described body of wall is in the milk: set up the skeleton that constitutes body of wall and in each skeleton, wear transverse reinforcement, and net mould formation body of wall is set respectively in each skeleton outer rim.
3. according to the described reinforced composite dismounting-free die building construction method of claim 2, it is characterized in that each framework of described construction post, crossbeam and each skeleton outer rim of formation body of wall are provided with respectively after the net mould, can be at net mould external surface with seccotine (CR neoprene rubber/ chloroprene rubber) spraying coating, seccotine can form one deck cellular film after dry.
4. according to the described reinforced composite dismounting-free die building construction method of claim 1, it is characterized in that the practice when step e is a base plate with floor on the net mould bases structure is: between the cross beam frame of two correspondences, be provided with several across the punching skeleton, again after punching skeleton lower edge laying net mould is with the base plate that forms floor, and, prop up between the base plate bottom side and ground, below in each building with a plurality of pillars then with the bottom of shore supports in this net mould.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200610152974A CN101148910B (en) | 2006-09-22 | 2006-09-22 | Reinforced composite dismounting-free die building construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200610152974A CN101148910B (en) | 2006-09-22 | 2006-09-22 | Reinforced composite dismounting-free die building construction method |
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| Publication Number | Publication Date |
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| CN101148910A true CN101148910A (en) | 2008-03-26 |
| CN101148910B CN101148910B (en) | 2010-05-26 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN200610152974A Expired - Fee Related CN101148910B (en) | 2006-09-22 | 2006-09-22 | Reinforced composite dismounting-free die building construction method |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102127930A (en) * | 2010-07-19 | 2011-07-20 | 曾庆胜 | Net die member for steel-concrete building and method for constructing enclosure by combining net die members and filling into a frame shear wall |
| CN104372873A (en) * | 2014-12-01 | 2015-02-25 | 王立久 | Manufacturing method for formwork shear wall assembled in modularized mode |
| CN106049539A (en) * | 2016-06-12 | 2016-10-26 | 江苏宜安建设有限公司 | Building project construction method |
| CN106677521A (en) * | 2016-11-23 | 2017-05-17 | 中国水利水电科学研究院 | Formworks for concrete pouring and with an atomizing device and storehouse surface temperature controlling system applying same |
| CN107100298A (en) * | 2017-07-05 | 2017-08-29 | 浙江正合建筑网模有限公司 | A kind of reinforcement network die component |
| CN114351906A (en) * | 2022-01-26 | 2022-04-15 | 嵊州一元环保技术有限公司 | Building template and template assembly adopting same |
Family Cites Families (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3728835A (en) * | 1970-11-05 | 1973-04-24 | I Mcmanus | Composite concrete slab and steel joist construction |
| CN1095131A (en) * | 1993-05-10 | 1994-11-16 | 吴炎泰 | Exempt from the manufacture method of form removal dry type solid wall |
| CN2168901Y (en) * | 1993-09-29 | 1994-06-15 | 林明荣 | Partition screen |
| CN1329597C (en) * | 2001-09-21 | 2007-08-01 | 大连理工大学 | Construction technology without detaching forms for concrete |
-
2006
- 2006-09-22 CN CN200610152974A patent/CN101148910B/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102127930A (en) * | 2010-07-19 | 2011-07-20 | 曾庆胜 | Net die member for steel-concrete building and method for constructing enclosure by combining net die members and filling into a frame shear wall |
| CN102127930B (en) * | 2010-07-19 | 2012-10-17 | 曾庆胜 | Net die member for steel-concrete building and method for constructing enclosure by combining net die members and filling into a frame shear wall |
| CN104372873A (en) * | 2014-12-01 | 2015-02-25 | 王立久 | Manufacturing method for formwork shear wall assembled in modularized mode |
| CN106049539A (en) * | 2016-06-12 | 2016-10-26 | 江苏宜安建设有限公司 | Building project construction method |
| CN106677521A (en) * | 2016-11-23 | 2017-05-17 | 中国水利水电科学研究院 | Formworks for concrete pouring and with an atomizing device and storehouse surface temperature controlling system applying same |
| CN107100298A (en) * | 2017-07-05 | 2017-08-29 | 浙江正合建筑网模有限公司 | A kind of reinforcement network die component |
| CN114351906A (en) * | 2022-01-26 | 2022-04-15 | 嵊州一元环保技术有限公司 | Building template and template assembly adopting same |
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| Publication number | Publication date |
|---|---|
| CN101148910B (en) | 2010-05-26 |
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