CN101806095B - Full-fabricated assembly overall reinforced concrete house and building method thereof - Google Patents
Full-fabricated assembly overall reinforced concrete house and building method thereof Download PDFInfo
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- CN101806095B CN101806095B CN2010101474990A CN201010147499A CN101806095B CN 101806095 B CN101806095 B CN 101806095B CN 2010101474990 A CN2010101474990 A CN 2010101474990A CN 201010147499 A CN201010147499 A CN 201010147499A CN 101806095 B CN101806095 B CN 101806095B
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Abstract
The invention discloses a full-fabricated assembly overall reinforced concrete house which comprises a plurality of column ribs arranged at intervals and respectively and fixedly connected with a foundation, a plurality of column bodies prefabricated in a modularized way, a plurality of wall bodies prefabricated in the modularized way, and a floor slab prefabricated in the modularized way. The invention aims to overcome the defects of the prior art, and improve the full-fabricated assembly overall reinforced concrete house which has simple structure, is convenient to install, saves building materials, is quick to build, and has good overall safety performance. Another purpose of the invention is to provide a method for building the house.
Description
Technical field
The present invention relates to a kind of full-fabricated assembly overall reinforced concrete house, the invention still further relates to a kind of method of building this house, belong to building field.
Background technology
Traditional reinforced concrete building all is to build through the mode of cast in situs, has long construction period, waste of material is big, quality level is widely different, uneconomical also not environmental protection; Once big both at home and abroad quantity research fabricated construction and cast in place and precast construction; The disadvantage that wherein there is globality in fabricated construction and shock resistance is poor, waterproof and sound insulation value are not enough, the pillar in general cast in place and precast construction house and shear wall all are that employing is cast-in-place, and the prefabricated rate of building is very low; General prefabricated rate is no more than 60%; Because a large amount of cast-in-place work still exists, it is few that the cast-in-place mode of main body construction period ratio shortens, and the quality of cast-in-place part also is difficult to guarantee.
Summary of the invention
The objective of the invention is provides a kind of simple in structure, easy for installation in order to overcome weak point of the prior art, practices thrift constructional materials, builds fast the full-fabricated assembly overall reinforced concrete house that the general safety performance is good.
Another object of the present invention is for a kind of method of building premises is provided.
In order to achieve the above object, the present invention adopts following scheme:
A kind of full-fabricated assembly overall reinforced concrete house, it comprises:
The pillar joint bar that a plurality of intervals are provided with and are connected with basic fixed respectively;
A plurality of by the prefabricated cylinder of modularization; On described cylinder, be provided with can ccontaining pillar joint bar through hole; On described cylinder, be provided with the connection position, described cylinder is sleeved on the pillar joint bar and can makes cylinder and pillar joint bar be combined into integral body through fluid concrete in through hole;
A plurality of by the prefabricated body of wall of modularization; On described body of wall, be provided with the reservation connecting reinforcement; Described reservation connecting reinforcement is arranged on the connection position of cylinder and with the pillar joint bar and is fixedly connected, and can be through making cylinder and body of wall be combined into integral body to a said connection position cast contraction-free grouting concrete;
A plurality ofly be provided with reserved steel bar by the prefabricated beam of modularization at described beam, described reserved steel bar is arranged on the link position of cylinder upper end, and can be through making cylinder and beam be combined into integral body to said link position fluid concrete;
On described body of wall top, be provided with the long raised line in location; Be provided with the long recess that can be fastened on the long raised line in said location on the described beam bottom; Described beam is arranged on the body of wall top; On described body of wall, be provided with a plurality of vertical wall through holes; On described beam, be provided with a plurality of can with the involutory vertical beam through hole that is communicated with of said wall through hole, in the wall through hole of described involutory connection and beam through hole, can insert reinforcing bar, and can make beam and body of wall be combined into integral body through fluid concrete in said beam through hole and wall through hole;
With by the prefabricated floor of modularization, described floor is arranged on the beam.
Aforesaid a kind of full-fabricated assembly overall reinforced concrete house; Wherein on described floor, be provided with connecting reinforcement; Described connecting reinforcement stretches into the link position on the said back end, and can be through making floor and beam be combined into integral body to the link position fluid concrete.
Aforesaid a kind of full-fabricated assembly overall reinforced concrete house, the side that wherein said cylinder is connected with body of wall are provided with the thin layer that is easy to crack.
Aforesaid a kind of full-fabricated assembly overall reinforced concrete house wherein is provided with on described body of wall and side that said cylinder is connected and is used for the washing hair side that new-old concrete is connected.
Aforesaid a kind of full-fabricated assembly overall reinforced concrete house wherein also comprises one by the prefabricated stair of modularization, and described stair are connected with floor, basic fixed.
Aforesaid a kind of full-fabricated assembly overall reinforced concrete house wherein is respectively equipped with the bolt hole that is connected usefulness when assembling on described cylinder, beam and body of wall.
Aforesaid a kind of full-fabricated assembly overall reinforced concrete house wherein is provided with the insulation layer and the decorative layer of one on described body of wall, in described body of wall, be embedded with water, fulgurite road and combined socket and switch.
Aforesaid a kind of full-fabricated assembly overall reinforced concrete house wherein is provided with decorative layer on described stair surface.
Aforesaid a kind of full-fabricated assembly overall reinforced concrete house wherein is provided with decorative layer and insulation layer on described damaged surface.
A kind of method of building said full-fabricated assembly overall reinforced concrete house of the present invention, comprising following steps:
A, pre-buried pillar joint bar, position unwrapping wire
On the basis or the pillar position of flooring shift to an earlier date pre-buried pillar joint bar on the basis or flooring, ground unwrapping wire, the position of the pillar that draws, body of wall, door opening;
B, installation prefabricated panel
Hoisting prefabricated wallboard is accurately located prefabricated panel according to the position of wallboard, with interim diagonal brace prefabricated panel is reinforced, and makes wallboard be in stable status;
C, prefabricated cylinder is installed
Prefabricated cylinder is needed to crack with the epidermis of body of wall connecting portion, make the cylinder through hole at this place be communicated with hoisting prefabricated post with the groove of body of wall; Be enclosed within pillar on the pillar joint bar of reservation; And accurately locate, with interim instrument prefabricated post and prefabricated panel are linked together, be in the milk to the pillar vertical through holes; The slit between prefabricated post and the dry wall is shut in slit during pouring between slurry inflow and the dry wall;
D, mounting prefabricated beam
On the dry wall top one deck is set and does not have the contraction adhesive mortar; Hoisting prefabricated beam, the long recess left-hand thread that makes the beam lower end are on the long raised line at dry wall top, and with the alignment of the through hole of precast beam and prefabricated panel; In the vertical through holes of precast beam and dry wall, insert reinforcing bar, irritate real with grouting agent;
E, precast beam and prefabricated post are connected into integral body
Utilize the pre-embedded bolt hole on precast beam and the prefabricated post to install the node area template, placing of concrete makes precast beam, post member connect into integral body;
F, installation floor
Hoisting prefabricated floor; The reservation that reserved steel bar on the precast floor slab is stretched on the beam connects the position, and fixes with the top negative reinforcement colligation of precast beam, utilizes the prepared screw-bolt hole on the precast beam to install the limit mould; Placing of concrete makes precast floor slab and precast beam become integral body.
In sum, beneficial effect of the present invention:
1, the beam in house of the present invention, post, wall, floor can be prefabricated in advance in factory, on-the-spot is main with assembling work, scantling is accurate, concrete surface is smooth smooth, does not need secondary to plaster, and reduces the situ wet operation;
2, leave concave-convex type tongue and groove groove and the raised line that cooperatively interacts between the prefabricated units,, improve the house quality with convenient on-the-spot attended operation;
When 3, prefabricated post is produced, reserved the through hole of up/down perforation at main vertical reinforcement position, made things convenient for pillar to install, pillar can be square column, cylinder, hetermorphiscal column;
4, body of wall leaves the vertical through holes of up/down perforation as required; Save material, weight reduction on the one hand, strengthen thermal and insulating performance on the other hand, when needs body of wall antidetonation; Can in the hole, insert the reinforcing bar of perforation and hole is irritated real, just form prefabricated shear wall structure; Can be when body of wall be produced pre-buried door and window, also can install later on, materials for wall can be an ordinary reinforced concrete, also can be reinforcing bar and light weight concrete construction.
5, the vertical through holes of a plurality of up/down perforations is left in precast beam two ends and center; And corresponding with dry wall vertical through holes position, precast beam behind hoisted in position on the dry wall, can be inserted reinforcing bar as required in the hole; With irritating real in the hole, guarantee the globality of structure.
6, pre-embedded bolt hole on the member, connection between the member is fixing sets up with support to make things convenient for, and work progress uses interim instrument with being connected to become " statically determinate structrue " between the member, to guarantee construction safety.
7, flooring construction does not need a large amount of scaffolds and template, and it is convenient and swift to build operation.Outdoor needs of work progress are set up the decoration scaffold, are dismountable scaffold after binding, every completion one deck main body construction, and the construction of water power and interior trim can be followed up, and does not have the multiplex (MUX) to plant to fight for the situation of the scope of operation, and the convenient construction tissue helps finished product protection.
Description of drawings
Fig. 1 is a schematic perspective view of the present invention;
Fig. 2 is the sketch map of cylinder and body of wall junction;
Fig. 3 is the sketch map of cylinder and body of wall, beam junction;
Fig. 4 is the sketch map of cylinder and body of wall, beam, floor junction;
Fig. 5 is the sketch map of cylinder among the present invention;
Fig. 6 is the sketch map of body of wall among the present invention;
Fig. 7 is the sketch map of central sill of the present invention;
Fig. 8 is the sketch map of floor of the present invention;
Sketch map when Fig. 9 is cylinder, body of wall, beam assembly unit;
Figure 10 is the sketch map that the pillar joint bar is connected with the basis.
The specific embodiment
Below in conjunction with description of drawings and the specific embodiment the present invention is done and to further describe:
A kind of full-fabricated assembly overall reinforced concrete house shown in Fig. 1 to 10, it comprises:
The pillar joint bar 1 that a plurality of intervals are provided with and are connected with basic fixed respectively;
A plurality of by the prefabricated cylinder 2 of modularization; On described cylinder 2, be provided with can ccontaining pillar joint bar 1 through hole 21; On described cylinder 2, be provided with connection position 22, described cylinder 2 is sleeved on the pillar joint bar 1 and can makes cylinder 2 and pillar joint bar 1 be combined into integral body through fluid concrete in through hole 21;
A plurality of by the prefabricated body of wall 4 of modularization; On described body of wall 4, be provided with and reserve connecting reinforcement 41; Described reservation connecting reinforcement 41 is arranged on the connection position 22 of cylinder 2 and with pillar joint bar 1 and is fixedly connected, and can be through making cylinder 2 and body of wall 4 be combined into integral body to said connection position 22 cast contraction-free grouting concretes;
A plurality ofly be provided with reserved steel bar 31,32 by the prefabricated beam 3 of modularization at described beam 3, described reserved steel bar 31 is arranged on the connection position of cylinder 2 upper ends, and can be through making cylinder 2 and beam 3 be combined into integral body to a said connection position fluid concrete;
On described body of wall 4 tops, be provided with the long raised line 43 in location; Be provided with the long recess that can be fastened on the long raised line 43 in said location on described beam 3 bottoms; Described beam 3 is arranged on body of wall 4 tops; On described body of wall 4, be provided with a plurality of vertical wall through holes 44; On described beam 3, be provided with a plurality of can with the said wall through hole 44 involutory vertical beam through holes 33 that are communicated with, in the wall through hole of described involutory connection 44 and beam through hole 33, can insert reinforcing bar, and can make beam 3 and body of wall 4 be combined into integral body through fluid concrete in said beam through hole 33 and wall through hole 44;
With by the prefabricated floor 5 of modularization; Described floor 5 is arranged on the beam 3; On described floor 5, be provided with connecting reinforcement 51, described connecting reinforcement 51 stretches into the link position on said beam 3 tops, and can be combined into integral body through make floor 5 and beam 3 to the link position fluid concrete.
First kind of embodiment of cylinder 2 wherein of the present invention as shown in Figures 2 and 3, described connection position 22 is the strip groove that is communicated with through hole 21; Be communicated with the strip groove with through hole 21 in cylinder 2 prefabricated processes one-body moldedly.
The another kind of embodiment of cylinder 2 of the present invention is as shown in Figure 5, and the side that described cylinder 2 is connected with body of wall 4 is provided with the thin layer that is easy to crack.In assembly unit, can thin layer be cracked; Will form with through hole 21 on the limit of pillar 2 and dry wall 4 combinations this moment and be communicated with the strip groove; When pillar 2 through holes were in the milk, slurry can flow into the strip groove between cylinder 2 and the dry wall 4, shut the slit between prefabricated post 2 and the dry wall 4.
On described body of wall 4 and side that said cylinder 2 is connected, be provided with among the present invention and be used for the washing hair side that new-old concrete is connected, described washing hair side exposes concrete stone, helps new-old concrete and connects.
Also comprise one among the present invention by the prefabricated stair of modularization, described stair are connected with floor 5, basic fixed.Be provided with the reservation connecting reinforcement that can be connected in described stair upper end, be provided with the hole that can be connected in described stair lower end with the steel crab-bolt of reservation on basis or the floor 5 with floor 5.The bolt hole 9 that is connected usefulness when on described cylinder 2, beam 3 and body of wall 4, being respectively equipped with assembling.
The present invention is provided with the insulation layer and the decorative layer of one on described body of wall 4, in described body of wall 4, can be embedded with water, fulgurite road and combined socket and switch.On described stair surface, can be provided with decorative layer.On described cylinder 2 surfaces, can be provided with decorative layer and insulation layer.
The present invention builds the method for above-mentioned the above full-fabricated assembly overall reinforced concrete house of construction, may further comprise the steps:
Pre-buried pillar joint bar, position unwrapping wire
On the basis or the pillar position of flooring shift to an earlier date pre-buried pillar joint bar on the basis or flooring, ground unwrapping wire, the position of the pillar that draws, body of wall, door opening;
Prefabricated panel is installed
Hoisting prefabricated wallboard is accurately located prefabricated panel according to the position of wallboard, with interim diagonal brace prefabricated panel is reinforced, and makes wallboard be in stable status;
Prefabricated cylinder is installed
Prefabricated cylinder is needed to crack with the epidermis of body of wall connecting portion, make the cylinder through hole at this place be communicated with hoisting prefabricated post with the groove of body of wall; Be enclosed within pillar on the pillar joint bar of reservation; And accurately locate, with interim instrument prefabricated post and prefabricated panel are linked together, be in the milk to the pillar vertical through holes; The slit between prefabricated post and the dry wall is shut in slit during pouring between slurry inflow and the dry wall;
Mounting prefabricated beam
On the dry wall top one deck is set and does not have the contraction adhesive mortar; Hoisting prefabricated beam, the long recess left-hand thread that makes the beam lower end are on the long raised line at dry wall top, and with the alignment of the through hole of precast beam and prefabricated panel; In the vertical through holes of precast beam and dry wall, insert reinforcing bar, irritate real with grouting agent;
Precast beam and prefabricated post are connected into integral body
Utilize the pre-embedded bolt hole on precast beam and the prefabricated post to install the node area template, placing of concrete makes precast beam, post member connect into integral body;
Floor is installed
Hoisting prefabricated floor; Reserved steel bar on the precast floor slab is stretched into the link position on the beam, and fix, utilize the prepared screw-bolt hole on the precast beam to install the limit mould with the top negative reinforcement colligation of precast beam; Placing of concrete makes precast floor slab and precast beam become integral body.
Because precast floor slab is provided with steel bar girder and has strengthened rigidity, underfloor needs only interim safety supports frame in the work progress, has saved a large amount of scaffolds, and concrete reaches stripping after the intensity, support, diagonal brace, one deck main house body construction completion.
Repeat above method of operating, can carry out construction many, high-story house, until binding.When high level was set, the scheme that precast stair is installed was similar with the method for installing wall body or beam.
Claims (8)
1. full-fabricated assembly overall reinforced concrete house is characterized in that it comprises:
The pillar joint bar (1) that a plurality of intervals are provided with and are connected with basic fixed respectively;
A plurality of by the prefabricated cylinder of modularization (2); On described cylinder (2), be provided with can ccontaining pillar joint bar (1) through hole (21); On described cylinder (2), be provided with connection position (22), described cylinder (2) is sleeved on pillar joint bar (1) and goes up also and can make cylinder (2) and pillar joint bar (1) be combined into integral body through fluid concrete in through hole (21);
A plurality of by the prefabricated body of wall of modularization (4); On described body of wall (4), be provided with and reserve connecting reinforcement (41); Described reservation connecting reinforcement (41) is arranged on the connection position (22) of cylinder (2) and goes up and be fixedly connected with pillar joint bar (1), and can be through making cylinder (2) and body of wall (4) be combined into integral body to said connection position (22) cast contraction-free grouting concrete;
Said connection position (22) is the strip groove that is communicated with through hole (21); Be to form like this: the side that described cylinder (2) is connected with body of wall (4) is provided with the thin layer that is easy to crack; In assembly unit, thin layer is cracked; Form the strip groove that is communicated with through hole (21) on cylinder this moment (2) and the limit that precast wall body (4) combines; When cylinder (2) through hole (21) was in the milk, slurry can flow into the strip groove between cylinder (2) and the precast wall body (4), shut the slit between cylinder (2) and the body of wall (4);
A plurality of by the prefabricated beam of modularization (3); Be provided with reserved steel bar (31) at described beam (3) side; Described reserved steel bar (31) is arranged on the link position of cylinder (2) upper end, and can be combined into integral body through make cylinder (2) and beam (3) to said link position fluid concrete;
On described body of wall (4) top, be provided with location long raised line (43); On described beam (3) bottom, be provided with the long recess that can be fastened on the long raised line in said location (43); Described beam (3) is arranged on body of wall (4) top; On described body of wall (4), be provided with a plurality of vertical wall through holes (44); On described beam (3), be provided with a plurality of can with the involutory vertical beam through hole (33) that is communicated with of said wall through hole (44), in the wall through hole (44) of described involutory connection and beam through hole (33), insert reinforcing bar, and can make beam (3) and body of wall (4) be combined into integral body through fluid concrete in said beam through hole (33) and wall through hole (44);
With by the prefabricated floor of modularization (5), described floor (5) is arranged on the beam (3).
2. a kind of full-fabricated assembly overall reinforced concrete house according to claim 1; It is characterized in that on described floor (5), being provided with connecting reinforcement (51); Described connecting reinforcement (51) stretches into the link position on said beam (3) top, and can be combined into integral body through make floor (5) and beam (3) to the link position fluid concrete.
3. a kind of full-fabricated assembly overall reinforced concrete house according to claim 1 is characterized in that also comprising one by the prefabricated stair of modularization, and described stair are connected with floor (5), basic fixed.
4. a kind of full-fabricated assembly overall reinforced concrete house according to claim 1 is characterized in that on described cylinder (2), beam (3) and body of wall (4), being respectively equipped with the bolt hole (9) that is connected usefulness when assembling.
5. a kind of full-fabricated assembly overall reinforced concrete house according to claim 1 is characterized in that on described body of wall (4), being provided with the insulation layer and the decorative layer of one, in described body of wall (4), is embedded with water, fulgurite road and combined socket and switch.
6. a kind of full-fabricated assembly overall reinforced concrete house according to claim 3 is characterized in that on described stair surface, being provided with decorative layer.
7. a kind of full-fabricated assembly overall reinforced concrete house according to claim 1 is characterized in that on described cylinder (2) surface, being provided with decorative layer and insulation layer.
8. method of building the said full-fabricated assembly overall reinforced concrete house of claim 1 is characterized in that may further comprise the steps:
A, pre-buried pillar joint bar, position unwrapping wire
On the basis or the cylinder position of flooring shift to an earlier date pre-buried pillar joint bar on the basis or flooring, ground unwrapping wire, the position of the cylinder that draws, body of wall, door opening;
B, installation prefabricated panel
Hoisting prefabricated wallboard is accurately located prefabricated panel according to the position of wallboard, with interim diagonal brace prefabricated panel is reinforced, and makes wallboard be in stable status;
C, prefabricated cylinder is installed
Crack with the thin layer of body of wall connecting portion needing on the prefabricated cylinder, make the cylinder through hole at this place be communicated with hoisting prefabricated cylinder with the groove of body of wall side; Be enclosed within cylinder on the pillar joint bar of reservation; And accurately locate, with interim instrument prefabricated cylinder and prefabricated panel are linked together, be in the milk to the pillar vertical through holes; Slurry flows into the slit between prefabricated cylinder and the dry wall during pouring, shuts the slit between prefabricated post and the dry wall;
D, mounting prefabricated beam
On the dry wall top one deck is set and does not have the contraction adhesive mortar; Hoisting prefabricated beam, the long recess left-hand thread that makes the beam lower end are on the long raised line on dry wall top, and with the alignment of the through hole of precast beam and prefabricated panel; In the vertical through holes of precast beam and dry wall, insert reinforcing bar, irritate real with grouting agent;
E, precast beam and prefabricated cylinder are connected into integral body
Utilize the pre-embedded bolt hole on precast beam and the prefabricated cylinder to install the node area template, placing of concrete makes precast beam, post member connect into integral body;
F, installation floor
Hoisting prefabricated floor; Connecting reinforcement on the precast floor slab is stretched into the link position on the beam, and fix, utilize the prepared screw-bolt hole on the precast beam to install the limit mould with the top negative reinforcement colligation of precast beam; Placing of concrete makes precast floor slab and precast beam become integral body.
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| Application Number | Priority Date | Filing Date | Title |
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| CN2010101474990A CN101806095B (en) | 2010-03-15 | 2010-03-15 | Full-fabricated assembly overall reinforced concrete house and building method thereof |
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| Application Number | Priority Date | Filing Date | Title |
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| CN2010101474990A CN101806095B (en) | 2010-03-15 | 2010-03-15 | Full-fabricated assembly overall reinforced concrete house and building method thereof |
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| CN101806095A CN101806095A (en) | 2010-08-18 |
| CN101806095B true CN101806095B (en) | 2012-01-11 |
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Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3818660A (en) * | 1972-11-01 | 1974-06-25 | Forest City Dillon | Building formed of cast vertical and horizontal members |
| JPH1025804A (en) * | 1996-07-10 | 1998-01-27 | Shimizu Corp | Constructing method for building |
| CN2632183Y (en) * | 2003-03-11 | 2004-08-11 | 陈来 | Normalized assembled house |
| ES2281289B1 (en) * | 2006-03-03 | 2008-09-01 | Covenex, S.L. | PREFABRICATED SINGLE FAMILY HOUSING OF REINFORCED CONCRETE AND ASSEMBLY PROCEDURE OF THE SAME. |
| CN201326219Y (en) * | 2008-10-11 | 2009-10-14 | 黄昆 | Modularized building structure |
| CN201326246Y (en) * | 2008-10-30 | 2009-10-14 | 黄昆 | Supporting post for modularized building structure |
-
2010
- 2010-03-15 CN CN2010101474990A patent/CN101806095B/en not_active Expired - Fee Related
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