CN104563509A - Construction method and construction device of construction building - Google Patents
Construction method and construction device of construction building Download PDFInfo
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- CN104563509A CN104563509A CN201410764740.2A CN201410764740A CN104563509A CN 104563509 A CN104563509 A CN 104563509A CN 201410764740 A CN201410764740 A CN 201410764740A CN 104563509 A CN104563509 A CN 104563509A
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Abstract
The invention relates to the technical field of buildings, and discloses a construction method and a construction device of a building. The construction method comprises the following steps of firstly, arranging vertical column movable forms on the ground of a to-be-constructed layer, arranging a group of main support frames under a preset transverse beam, and arranging a support frame split tabletop at the top end of each group of main support frames; arranging a lower bamboo clamping plate on each support frame split tabletop, arranging a transverse beam reinforcement cage on each lower bamboo clamping plate and the corresponding preset transverse beam, symmetrically arranging movable retaining bodies at the two side surfaces of each transverse beam reinforcement cage, and arranging a combined telescopic square pipe frame between the adjacent preset transverse beams; after an electric wire and a pipeline are embedded, casting concrete. The construction method has the advantages that the main support frames and the support frame split tabletops are used as the support bodies; the structure is simple, the height can be adjusted, and the movement is realized; by using the movable retaining bodies to replace the original formwork form, the installation and detachment are convenient, so a large amount of labor and material is saved, the construction period is shortened, the building quality is improved, and the safety coefficient is greatly improved.
Description
Technical field
The present invention relates to technical field of buildings, in particular, particularly a kind of construction method of building a building and construction equipment.
Background technology
Current building trade building pouring concrete adopts first erecting scaffold, then go out mould with flitch and Template nail, then carry out pouring concrete, the construction technology of then form removal.This technique needs to use a large amount of scaffold, template and flitch, and material deterioration inside is large.Also need a large amount of personnel to complete construction by hand, its construction period is long, and cost of labor is high.In addition, mostly be work high above the ground, its safety factor is low.
Summary of the invention
The object of the invention is to the technical problem existed for prior art, a kind of construction method of building a building and construction equipment are provided, a large amount of manpower and materials can be saved, shorten the construction period, improve construction quality, and safety factor also improves greatly.
In order to solve problem set forth above, the technical solution used in the present invention is:
The construction method built a building, these construction method concrete steps are as follows:
Step S1: processing sets up has column flexible mould on the ground of layer to be onstructed, described column flexible mould is corresponding with the building body stud of its lower one deck;
Step S2: be positioned at below default crossbeam and be provided with one group of main backstop on the ground of layer to be onstructed, the top processing sets up often organizing main backstop has the split type table top of bracing frame;
Step S3: lower bamboo splint is set on the split type table top of bracing frame, lower bamboo splint is positioned at default crossbeam position processing sets up and has crossbeam reinforcing cage, and the two ends of crossbeam reinforcing cage are connected with column flexible mould;
Step S4: processing sets up has movable block body on the two sides of crossbeam reinforcing cage, described movable block body and lower bamboo splint and the split type table top of bracing frame are integrally fixed;
Step S5: erection combination telescopic square tube frame between adjacent default crossbeam, the two ends of described combination telescopic square tube frame are fixed on movable block body, and arrange bamboo splint on combination telescopic square tube frame;
Step S6: lay end face reinforcing bar on upper bamboo splint, built-in electric wire and pipeline, build column flexible mould, crossbeam reinforcing cage, and build floor surface concrete on upper bamboo splint.
In described step S2, main backstop top is processed with the table top height adjustment hole of differing heights, and the split type table top of bracing frame coordinates with table top height adjustment hole, and the height of adjustment is in 40cm.
In described step S2, the top processing sets up of main backstop has increases backup bracing frame, and the split type table top of bracing frame is positioned to be increased on backup bracing frame, and the height increased is at 0.5-2m.
In described step S2, the bottom processing sets up of main backstop has lift adjustment screw rod, and the height of adjustment is in 20cm, and the bottom of main backstop goes back processing sets up universal wheel.
In described step S2, often organize all low than the height of the default crossbeam soffit 1-2cm of height of main backstop.
On described movable block body, cover has polybag, and movable block body is also processed with step.
In described step S5, combination telescopic square tube frame comprises left time square tube, main square tube and the right side time square tube, and wherein left time square tube and the right side time square tube are by a transverse tube and three arm compositions, and three arms parallel are arranged on transverse tube, and every root arm has fixing hole respectively;
Left time square tube and the right side time square tube are symmetrical arranged, and be connected by main square tube between the arm that both are relative, arm stretches inside main square tube, and both are fixed on the step surface of movable block body by transverse tube; Upper bamboo splint coordinates with fixing hole.
Described lower bamboo splint and upper bamboo splint are equipped with separation layer plastic foil.
The construction equipment built a building, this construction equipment comprises main backstop, the split type table top of bracing frame, lower bamboo splint, movable block body, combination telescopic square tube frame, upper bamboo splint, crossbeam reinforcing cage and column flexible mould;
Corresponding with the building body stud of lower one deck on the ground that described column flexible mould is arranged on layer to be onstructed, layer to be onstructed being treated, the below of default crossbeam is provided with one group of main backstop, often organizes main backstop top and be provided with the split type table top of bracing frame; The split type table top of bracing frame is provided with lower bamboo splint, lower bamboo splint is provided with crossbeam reinforcing cage, crossbeam reinforcing cage is positioned at treats default crossbeam position, and two ends are connected with column flexible mould; The two sides of crossbeam reinforcing cage are symmetrically arranged with movable block body, combination telescopic square tube frame is set between the movable block body on adjacent main bracing frame, combination telescopic square tube frame arranges bamboo splint.
The height of the split type table top of support frame as described above can regulate, and the height of adjustment comprises 20cm, 40cm, 50-200cm.
Compared with prior art, beneficial effect of the present invention is:
Adopt main backstop and the split type table top of bracing frame as supporter in the present invention, replace original scaffold to comprise exterior wall scaffold and scaffold work post, its structure is simple, height adjustable and can moving; Employing activity block body substitutes original template mold, and namely template and template work post 90% have not substantially needed (only having local to need to use as irregular positions such as stair), are easy for installation and removal; Also between adjacent default crossbeam, set up telescopic combination telescopic square tube frame, and build after bamboo splint is set, whole construction method is simple, reliable, part manual work all be instead of by machinery, construction process technique also specification, and work high above the ground does not almost have yet, this saves a large amount of manpower and materials, shorten the construction period, improve construction quality, and safety factor also substantially increases.
Accompanying drawing explanation
Fig. 1 is that the present invention builds a building the schematic perspective view of construction equipment.
Fig. 2 is that the present invention builds a building the sectional view of construction equipment.
Fig. 3 is the partial structurtes schematic diagram of main backstop of the present invention.
Fig. 4 is the structural representation that the present invention combines telescopic square tube frame.
Fig. 5 is that the present invention builds a building the schematic flow sheet of construction method.
Description of reference numerals: 1-main backstop; 2-increases backup bracing frame; The split type table top of 3-bracing frame; Bamboo splint under 4-; The movable block body of 5-; 6-combines telescopic square tube frame; The upper bamboo splint of 7-; 8-crossbeam reinforcing cage; 9-tier concrete; 11-column flexible mould; 12-building body column; 111-lift adjustment screw rod; 112-universal wheel; 32-table top height adjustment hole; The left time square tube of 61-, 62-fixing hole; The main square tube of 63-; The right time square tube of 64-.
Detailed description of the invention
For the ease of understanding the present invention, below with reference to relevant drawings, the present invention is described more fully.Preferred embodiment of the present invention is given in accompanying drawing.But the present invention can realize in many different forms, is not limited to embodiment described herein.On the contrary, provide the object of these embodiments be make the understanding of disclosure of the present invention more comprehensively thorough.
Unless otherwise defined, all technology used herein and scientific terminology are identical with belonging to the implication that those skilled in the art of the present invention understand usually.The object of term used in the description of the invention herein just in order to describe specific embodiment, is not intended to be restriction the present invention.
Consult shown in Fig. 5, a kind of construction method built a building provided by the invention, these construction method concrete steps are as follows:
Step S1: processing sets up has column flexible mould 11 on the ground of layer to be onstructed, described column flexible mould 11 is corresponding with building body column 12 position of its lower one deck, and namely both are positioned on same axis and (consult shown in Fig. 1).
In the present embodiment, layer to be onstructed selects first floor, then its lower one deck is negative one deck.
Step S2: be positioned at below default crossbeam and be provided with one group of main backstop 1 on the ground of first floor, often organize all low than the height of the default crossbeam soffit 1-2 centimetre of height of main backstop 1, and have the split type table top 3 of bracing frame at the upper horizontal processing sets up of main backstop 1.
In this step, described main backstop 1 top is processed with the table top height adjustment hole 32 (consulting shown in Fig. 2) of differing heights, the difference of split type table top 3 height of bracing frame as required, split type for bracing frame table top 3 level is arranged on corresponding table top height adjustment hole 32, the height regulated is in 40cm, namely the split type table top of bracing frame 3 and main backstop 1 are split type, are fixed on main backstop 1 when needs.
In this step, when the height of the split type table top 3 of bracing frame is well below default crossbeam, as when needs adjustment height is more than 50 centimetres, can also arrange on the top of main backstop 1 and increase backup bracing frame 2 (consulting shown in Fig. 2), the height of main backstop 1 can be increased, the height increased is at 0.5-2m, and the split type table top 3 of bracing frame is arranged on to be increased on backup bracing frame 2, so just can be applied to the floor face of differing heights.
Consult shown in Fig. 3, in this step, different owing to presetting horizontal depth of beam, can also regulate the lift adjustment screw rod 111 of main backstop 1 bottom, the height need the split type table top 3 of bracing frame and planeness are finely tuned, and the height of adjustment is in 20cm.
Move for the ease of main backstop 1, the bottom of main backstop 1 is provided with universal wheel 112.
Step S3: at the lower bamboo splint 4 in whole of bracing frame split type table top 3 upper berth, at lower bamboo splint 4 upper berth separation layer plastic foil, and on separation layer plastic foil, put installation crossbeam reinforcing cage 8, the two ends of crossbeam reinforcing cage 8 are connected with column flexible mould 11, and namely crossbeam reinforcing cage 8 is positioned at default crossbeam position.
Step S4: symmetrical machining is provided with movable block body 5 on the two sides of crossbeam reinforcing cage 8, described movable block body 5 is fixed on the split type table top 3 of bracing frame by self-tapping screw, and namely the split type table top 3 of movable block body 5, lower bamboo splint 4 and bracing frame is integrally fixed.
In the present invention, employing activity block body 5 substitutes original template mold, is easy for installation and removal.In addition, polybag can be overlapped at movable block body 5, be easy to the demoulding and clean.
Step S5: erection combination telescopic square tube frame 6 between adjacent default crossbeam, described combination telescopic square tube frame 6 two ends are fixed on movable block body 5, and spread bamboo splint 7 on combination telescopic square tube frame 6.
In this step, described upper bamboo splint 7 is equipped with separation layer plastic foil, the easier like this demoulding.
In this step, described movable block body 5 is processed with step, is convenient to combination telescopic square tube frame 6 and is fixedly connected with.
In this step, consult shown in Fig. 4, described combination telescopic square tube frame 6 is used to carrying floor surface concrete 9, it comprises left time square tube 61, main square tube 63 and the right side time square tube 64, wherein left time square tube 61 and the right side time square tube 64 are by a transverse tube and three arm compositions, three arms parallel are arranged on transverse tube, every root arm have respectively fixing hole 62 for fixing upper bamboo splint 7; Left time square tube 61 and the right side time square tube 64 are symmetrical arranged, and be connected by main square tube 63 between the arm that both are relative, arm can stretch inside main square tube 63, and both are placed on the step surface of movable block body 5 by transverse tube.
In above-mentioned, employing combination telescopic square tube frame 6 connects the movable block body 5 on adjacent main bracing frame 1, and combination telescopic square tube frame 6 is telescopic, compliance adjustment can be carried out according to the distance between adjacent main bracing frame 1, namely reliably easy to connect, thus ensure next step reliable and stability of building.In addition, combination telescopic square tube frame 6 is placed on the step surface of movable block body 5 by transverse tube, and both are not fixedly connected with, in order to be convenient to be dismantled by combination telescopic square tube frame 6 after building.
In the present invention, each combination telescopic square tube frame 6 is numbered, is convenient to directly put according to numbering next time, does not need dismounting again, a building is only with assembling once, easy to use like this, also more time saving and energy saving.
Step S6: lay end face reinforcing bar above the separation layer plastic foil on upper bamboo splint 7, built-in electric wire and pipeline, builds column flexible mould 11, crossbeam reinforcing cage 8, and build floor surface concrete 9 on upper bamboo splint.
Through said process, after floor surface concrete 9 solidifies, first remove the column flexible mould 11 of one deck, continue at two layers of installation column flexible mould 11.Again with the self-tapping screw that electric tools takes down movable block body 5, lower bamboo splint 4 is connected with bracing frame split type table top 3 three, and regulate the lift adjustment screw rod 111 of main backstop 1 bottom, reduce main backstop 1, just can remove bracing frame 1 and movable block body and combination telescopic square tube frame 6.By all devices transmission of materials to two layers, then it is just passable to repeat above-mentioned steps.When material installation abundance, first can not remove one deck all devices, do not need to wait concrete to solidify completely, just can repeat above-mentioned steps with new material, like this can the reduction of erection time.
In above-mentioned, the interval in 60 centimetres between adjacent main bracing frame 1, can be had, not need to be close to put, spread the quantity that time bamboo splint 4 also just can reduce main backstop 1, and can allow the uniform force of main backstop 1.
As shown in Figure 1, a kind of construction equipment built a building, this construction equipment comprises main backstop 1, the split type table top of bracing frame 3, lower bamboo splint 4, movable block body 5, combination telescopic square tube frame 6, upper bamboo splint 7, crossbeam reinforcing cage 8 and column flexible mould 11;
Corresponding with building body column 12 position of lower one deck on the ground that described column flexible mould 11 is arranged on layer to be onstructed, layer to be onstructed being treated, the below of default crossbeam is provided with one group of main backstop 1, often organizes main backstop 1 top and be provided with the split type table top 3 of bracing frame; The split type table top of bracing frame 3 is provided with lower bamboo splint 4, lower bamboo splint 4 is provided with crossbeam reinforcing cage 8, crossbeam reinforcing cage 8 is positioned at treats default crossbeam position, and two ends are connected with column flexible mould 11; The two sides of crossbeam reinforcing cage 8 are symmetrically arranged with movable block body 5, combination telescopic square tube frame 6 is set between the movable block body 5 on adjacent main bracing frame 1, combination telescopic square tube frame 6 arranges bamboo splint 7.
The height of the split type table top 3 of support frame as described above can regulate, and the height of adjustment comprises 20cm, 40cm, 50-200cm.
Above-described embodiment is the present invention's preferably embodiment; but embodiments of the present invention are not restricted to the described embodiments; change, the modification done under other any does not deviate from Spirit Essence of the present invention and principle, substitute, combine, simplify; all should be the substitute mode of equivalence, be included within protection scope of the present invention.
Claims (10)
1. the construction method built a building, is characterized in that: these construction method concrete steps are as follows:
Step S1: processing sets up has column flexible mould (11) on the ground of layer to be onstructed, described column flexible mould (11) is corresponding with building body column (12) position of its lower one deck;
Step S2: be positioned at below default crossbeam and be provided with one group of main backstop (1) on the ground of layer to be onstructed, the top processing sets up often organizing main backstop (1) has the split type table top of bracing frame (3);
Step S3: lower bamboo splint (4) is set on the split type table top of bracing frame (3), go up at lower bamboo splint (4) and be positioned at default crossbeam position processing sets up and have crossbeam reinforcing cage (8), the two ends of crossbeam reinforcing cage (8) are connected with column flexible mould (11);
Step S4: processing sets up has movable block body (5) on the two sides of crossbeam reinforcing cage (8), described movable block body (5) is integrally fixed with lower bamboo splint (4) and the split type table top of bracing frame (3);
Step S5: erection combination telescopic square tube frame (6) between adjacent default crossbeam, the two ends of described combination telescopic square tube frame (6) are fixed on movable block body (5), and arrange upper bamboo splint (7) in combination telescopic square tube frame (6);
Step S6: at upper bamboo splint (7) upper laying end face reinforcing bar, built-in electric wire and pipeline, build column flexible mould (11), crossbeam reinforcing cage (8), and build floor surface concrete (9) on upper bamboo splint.
2. the construction method built a building according to claim 1, it is characterized in that: in described step S2, main backstop (1) top is processed with table top height adjustment hole (32) of differing heights, the split type table top of bracing frame (3) coordinates with table top height adjustment hole (32), and the height of adjustment is in 40cm.
3. the construction method built a building according to claim 1, it is characterized in that: in described step S2, the top processing sets up of main backstop (1) has increases backup bracing frame (2), the split type table top of bracing frame (3) is positioned to be increased in backup bracing frame (2), and the height increased is at 0.5-2m.
4. the construction method built a building according to claim 1, it is characterized in that: in described step S2, the bottom processing sets up of main backstop (1) has lift adjustment screw rod (111), the height regulated is in 20cm, and the bottom of main backstop (1) goes back processing sets up universal wheel (112).
5. the construction method built a building according to claim 1, is characterized in that: in described step S2, often organizes all low than the height of the default crossbeam soffit 1-2cm of height of main backstop (1).
6. the construction method built a building according to claim 1, is characterized in that: the upper cover of described movable block body (5) has polybag, and (5) are also processed with step to movable block body.
7. the construction method built a building according to claim 5, it is characterized in that: in described step S5, combination telescopic square tube frame (6) comprises left time square tube (61), main square tube (63) and the right side time square tube (64), wherein left time square tube (61) and the right side time square tube (64) are by a transverse tube and three arm compositions, three arms parallel are arranged on transverse tube, every root arm have respectively fixing hole (62);
Left time square tube (61) and the right side time square tube (64) are symmetrical arranged, be connected by main square tube (63) between the arm that both are relative, arm stretches in main square tube (63) inner side, and both are fixed on the step surface of movable block body (5) by transverse tube; Upper bamboo splint (7) coordinates with fixing hole (62).
8. the construction method built a building according to claim 1, is characterized in that: described lower bamboo splint (4) and upper bamboo splint (7) are equipped with separation layer plastic foil.
9. based on the construction equipment that the construction method that builds a building described in claim 1 to 8 adopts, it is characterized in that: this construction equipment comprises main backstop (1), the split type table top of bracing frame (3), lower bamboo splint (4), movable block body (5), combination telescopic square tube frame (6), upper bamboo splint (7), crossbeam reinforcing cage (8) and column flexible mould (11);
Corresponding with building body column (12) position of lower one deck on the ground that described column flexible mould (11) is arranged on layer to be onstructed, layer to be onstructed being treated, the below of default crossbeam is provided with one group of main backstop (1), often organizes main backstop (1) top and be provided with the split type table top of bracing frame (3); The split type table top of bracing frame (3) is provided with lower bamboo splint (4), lower bamboo splint (4) is provided with crossbeam reinforcing cage (8), crossbeam reinforcing cage (8) is positioned at treats default crossbeam position, and two ends are connected with column flexible mould (11); The two sides of crossbeam reinforcing cage (8) are symmetrically arranged with movable block body (5), combination telescopic square tube frame (6) is set between the movable block body (5) on adjacent main bracing frame (1), combination telescopic square tube frame (6) arranges bamboo splint (7).
10. the construction method built a building according to claim 9, is characterized in that: the height of the split type table top of support frame as described above (3) can regulate, and the height of adjustment comprises 20cm, 40cm, 50-200cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410764740.2A CN104563509A (en) | 2014-12-11 | 2014-12-11 | Construction method and construction device of construction building |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410764740.2A CN104563509A (en) | 2014-12-11 | 2014-12-11 | Construction method and construction device of construction building |
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| CN104563509A true CN104563509A (en) | 2015-04-29 |
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| CN201410764740.2A Pending CN104563509A (en) | 2014-12-11 | 2014-12-11 | Construction method and construction device of construction building |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2017054723A1 (en) * | 2015-09-30 | 2017-04-06 | 李宜君 | Concave building template set construction method |
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| CN202338110U (en) * | 2011-11-29 | 2012-07-18 | 朱卫国 | Supporting structure of truss |
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| JPS5761133A (en) * | 1980-09-30 | 1982-04-13 | Kajima Corp | Construction of reinforced concrete building |
| JPS58161045U (en) * | 1982-04-22 | 1983-10-26 | 株式会社大林組 | Shoring unit |
| CN102239302A (en) * | 2008-12-04 | 2011-11-09 | 沃西尔·罗萨蒂 | A means of stripping concrete formwork from a concrete surface |
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Application publication date: 20150429 |