CN104878836B - A kind of prefabricated house and its construction method - Google Patents

A kind of prefabricated house and its construction method Download PDF

Info

Publication number
CN104878836B
CN104878836B CN201510285667.5A CN201510285667A CN104878836B CN 104878836 B CN104878836 B CN 104878836B CN 201510285667 A CN201510285667 A CN 201510285667A CN 104878836 B CN104878836 B CN 104878836B
Authority
CN
China
Prior art keywords
precast
prefabricated
steel pipe
rectangular steel
prefabricated post
Prior art date
Application number
CN201510285667.5A
Other languages
Chinese (zh)
Other versions
CN104878836A (en
Inventor
欧阳忠凯
谢新林
Original Assignee
长沙怡景建材科技有限公司
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 长沙怡景建材科技有限公司 filed Critical 长沙怡景建材科技有限公司
Priority to CN201510285667.5A priority Critical patent/CN104878836B/en
Publication of CN104878836A publication Critical patent/CN104878836A/en
Application granted granted Critical
Publication of CN104878836B publication Critical patent/CN104878836B/en

Links

Abstract

A kind of prefabricated house and its construction method, the house includes house foundation, base connection is embedded with house foundation, base connection is provided with vertical prefabricated post, and prefabricated post is arranged in length and breadth, and the prefabricated post of same vertical direction is sequentially overlapped, horizontal precast beam is installed between the adjacent prefabricated post top of layer, house frame is formed, house frame is made up of multiple elementary layers, between each elementary layer includes multiple units;The precast beam of each elementary layer is provided with precast prestressed concrete laminated floor slab, and the anchor bar at precast prestressed concrete laminated floor slab two ends is firmly connected with the floor connector reserved on precast beam;Vertical prefabricated partition board is provided between adjacent unit, prefabricated large-scale out-hung panel is provided with the outside of house frame, precast stair plate is provided between upper and lower two elementary layers.The present invention can improve the usable floor area in house, and cost is low, and fire protecting performance is good.

Description

A kind of prefabricated house and its construction method
Technical field
The present invention relates to building field, and in particular to a kind of prefabricated house and its construction method.
Background technology
In high-rise and Super High house is built, traditional construction process is site operation, and steel reinforced concrete frame can be used Frame or frame-shear structure;There is only a few to use steel construction in addition.If using reinforced concrete frame or frame-shear structure, generally by It is excessive in the sectional area of beam column, actually used space can be occupied, formed " fat beams and columns ";And, " the fertile beam alleged by this industry Fat post " can make the use space in house irregular, be made troubles to resident family.Simultaneously as the solidification of concrete needs the time, and Should not be constructed under low temperature, be restricted the speed of application of building.And, in traditional construction process, substantial amounts of scene is applied Work is worked, and airborne dust, noise etc. can be caused to pollute, and resource and energy waste are big, easily brings security incident, and quality control efforts are difficult Degree is big.Steel construction, there is also following defect:First, the fire line of steel construction is poor, runs into fire, easily collapses;2nd, In 100 years service life of building, steel can also be corroded, it is necessary to consider Anticorrosion in addition, and three, steel construction It is relatively costly.
The content of the invention
The technical problems to be solved by the invention are to overcome the shortcomings of above-mentioned background technology, there is provided a kind of " girder buttress shaft is thin Wall ", cost is low, the good prefabricated house of fire protecting performance and its construction method.
The present invention solves the technical scheme that its technical problem uses, a kind of prefabricated house, including house foundation, Base connection is embedded with house foundation, the base connection is provided with vertical prefabricated post, and the prefabricated post includes pre- RPC is filled with post rectangular steel pipe processed, prefabricated post rectangular steel pipe, except at prefabricated post rectangular steel pipe two ends Outside, prefabricated post rectangular steel pipe outside is enclosed with foam cement;Prefabricated post is arranged in length and breadth, the prefabricated post on same vertical direction according to Secondary superposition, horizontal precast beam is provided with between the adjacent prefabricated post top of layer, is located at the precast beam between the prefabricated post of layer Approximately the same plane, forms house frame, and the house frame is made up of multiple elementary layers, and each elementary layer includes multiple units Between;The precast beam includes precast beam rectangular steel pipe, in addition at precast beam rectangular steel pipe two ends, precast beam rectangular steel pipe It is interior filled with RPC, in addition at precast beam rectangular steel pipe two ends, precast beam rectangular steel pipe outside parcel There is foam cement, precast beam rectangular steel pipe two ends are provided with grout hole, steam vent, are provided with the upper surface of precast beam rectangular steel pipe Floor connector;The precast beam of each elementary layer is provided with precast prestressed concrete laminated floor slab, precast prestressed concrete The anchor bar at laminated floor slab two ends is firmly connected with the floor connector reserved on precast beam;It is provided between adjacent unit Vertical prefabricated partition board, is provided with prefabricated large-scale out-hung panel on the outside of the house frame, set between upper and lower two elementary layers There is precast stair plate.
Further, the prefabricated post and precast beam are by the rectangle sleeve pipe connection with groove profile steel corbel, the U-steel Bracket is located at the side of rectangle sleeve pipe.
Further, the thickness of the steel pipe walls in one of face of the precast beam rectangular steel pipe is the thickness of steel pipe in other faces 1~4 times of degree, or the hollow space of the cross section of the precast beam rectangular steel pipe is trapezoidal.
Further, the side of the prefabricated post is provided with the first connecting plate, and the side of prefabricated large-scale out-hung panel is provided with second Connecting plate, is provided with the pull bar with on-slip tooth between the first connecting plate and the second connecting plate, the pull bar with on-slip tooth passes through spiral shell respectively Bolt is fixed with the first connecting plate and the second connecting plate.
Further, the prefabricated beam sides is welded with steel right angle supporting plate, precast beam by steel right angle supporting plate with it is prefabricated Large-scale out-hung panel connection.
Further, the precast beam lower surface is provided with plastic expansion pipe, and U-shaped card is provided with plastic expansion pipe, and precast beam passes through U Shape card is connected with the upper end of prefabricated partition board, and the lower end of prefabricated partition board is bonded in precast prestressed mixing by in-site pouring mortar On the overlapping layers of solidifying soil laminated floor slab.
A kind of construction method of prefabricated house, comprises the following steps:
(1)Construction house foundation:In building-site construction house foundation, the embedded foundation connector in house foundation makes Reinforcement welding in base connection and house foundation;
(2)Prefabricated post is installed:Prefabricated post is firmly welded with base connection pre-buried in house foundation;Prefabricated post is in length and breadth Arrangement, installs the prefabricated post on upper strata in the prefabricated post of lower floor, by the junction firm welding of upper and lower two prefabricated post, makes prefabricated post In the vertical direction is sequentially overlapped, and the whole height of prefabricated post is reached the setting height in house;
(3)Precast beam is installed:The precast beam of level is installed between at the top of the adjacent prefabricated post of same layer, with layer prefabricated post it Between precast beam be located at approximately the same plane, form house frame, the house frame is made up of multiple elementary layers, each elementary layer Including between multiple units;
(4)Node is in the milk:The grout hole set by precast beam rectangular steel pipe two ends, has been stirred toward the filling of precast beam two ends Good RPC;
(5)Node wraps up foam cement:In prefabricated post two ends formwork, filled between template and prefabricated post rectangular steel pipe two ends Note foam cement, makes foam cement all wrap up prefabricated post rectangular steel pipe two ends;In precast beam two ends formwork, template with it is pre- Foam cement is irrigated between beam rectangular steel pipe two ends processed, foam cement is all wrapped up precast beam rectangular steel pipe two ends;
(6)Reinforced concrete slab is installed:Precast prestressed concrete overlapping building is installed on the precast beam of each elementary layer Plate;The anchor bar at precast prestressed concrete laminated floor slab two ends is firmly connected with floor connector reserved on precast beam Connect, then pour the concrete of overlapping layers and connecting portion;
(7)Prefabricated partition board is installed:Prefabricated partition board is installed between adjacent unit;
(8)Prefabricated large-scale out-hung panel is installed:Prefabricated large-scale out-hung panel is installed in the outside of house frame;
(9)Precast stair plate is installed:Precast stair plate is installed between upper and lower two elementary layers.
Further, step(2)In, the manufacture method of the prefabricated post is as follows:
A, fill in prefabricated post rectangular steel pipe the RPC being stirred;
B, in prefabricated post rectangular steel pipe four sides formwork, in addition at prefabricated post rectangular steel pipe two ends, template with it is pre- Foam cement is irrigated between post rectangular steel pipe processed, foam cement is removed near prefabricated post rectangular steel pipe two prefabricated post rectangular steel pipe All wrap up part outside at end;The thickness of foam cement is 2~5cm;
C, maintenance, make the RPC in prefabricated post rectangle steel and the foam cement of outside reach design strength, Form removal, that is, form prefabricated post.
Further, step(3)In, the manufacture method of the precast beam is as follows:
A, the upper surface setting floor connector in precast beam rectangular steel pipe, set at the two ends of precast beam rectangular steel pipe and fill Slurry hole, steam vent;
B, in addition at the precast beam rectangular steel pipe two ends, the activity being stirred is filled in precast beam rectangular steel pipe Powder concrete;
C, in precast beam rectangular steel pipe four sides formwork, in addition at precast beam rectangular steel pipe two ends, template with it is pre- Foam cement is irrigated between beam rectangular steel pipe processed, foam cement is removed near precast beam rectangular steel pipe two precast beam rectangular steel pipe All wrap up part outside at end;The thickness of foam cement is 2~5cm;
D, maintenance, make the foam cement of the RPC in precast beam rectangular steel pipe and outside reach design by force Degree, form removal forms precast beam.
Further, in step A, in the upper surface welding floor connector of precast beam rectangular steel pipe or in precast beam rectangle steel The upper surface punching of pipe, by floor connector patchhole.
Further, in step B, the building in the precast beam rectangular steel pipe in the RPC and patchhole of filling Plate connector condenses to be fixed.
Further, step(2)In, also including installing the rectangle sleeve pipe with groove profile steel corbel:Connect in upper and lower two prefabricated post The place of connecing puts the rectangle sleeve pipe with groove profile steel corbel.
Further, comprising the following steps that for the rectangle sleeve pipe with groove profile steel corbel is installed:
(2-1)The rectangular sleeve with groove profile steel corbel on the set of foam cement position is not wrapped up in the upper end of the prefabricated post of lower floor Pipe, is stuck in the gap between prefabricated post and rectangle sleeve pipe with tagger, to fix rectangle sleeve pipe temporarily;
(2-2)After by the prefabricated post welding on the prefabricated post of lower floor and upper strata, the rectangle sleeve pipe with groove profile steel corbel is moved Move to the junction of upper and lower two prefabricated posts, then by rectangle sleeve pipe and prefabricated post firm welding.
Further, step(3)In, it is further comprising the steps of:Precast beam rectangular steel pipe is not wrapped up the position of foam cement Be inserted in two adjacent prefabricated posts with U-steel bracket rectangle sleeve pipe groove profile steel corbel in, by groove profile steel corbel with it is pre- The position that beam rectangular steel pipe processed does not wrap up foam cement is affixed.
Compared with prior art, advantages of the present invention is as follows:
(1)RPC, prefabricated post rectangle steel are filled with prefabricated post rectangular steel pipe and precast beam rectangular steel pipe Pipe and precast beam rectangular steel pipe outside are enclosed with foam cement, and compared with common steel construction, beam column construction of the invention can be big Width reduces steel using amount, can significantly reduce cost;Compared with reinforced concrete structure, structure of the invention is lighter and handier, stress shape State is good, under RPC is because of the hoop constraint in rectangular steel pipe, can lift the bending resistance of RPC Performance and compression strength;Rectangular steel pipe because by high intensity RPC fill be substantially improved its rigidity and axially, Lateral anti-pressure ability, thus, the sectional area of beam column is significantly reduced, and so-called " fat beams and columns " problem is addressed, and is really reached To the requirement of " the thin wall of girder buttress shaft ", it is possible to increase the usable floor area in house, also make the interior space regular, while can also reduce Cost of a building.
(2)The thermal conductivity of RPC is good, and with specific heat capacity higher, and foam cement is good heat-insulated material Material, so, when a fire, the foam cement of precast beam rectangular steel pipe and prefabricated post rectangular steel pipe outer wrapping can effectively completely cut off Heat attacks steel, and for the heat that part has been enter into steel, the RPC of inside filling again can be in very great Cheng Disperse on degree and share so that the present invention has fabulous fire protecting performance.
(3)The foam cement being wrapped in outside precast beam rectangular steel pipe and prefabricated post rectangular steel pipe can prevent precast beam rectangle steel Pipe and prefabricated post rectangular steel pipe are corroded, and can play preferable antisepsis.
Brief description of the drawings
Fig. 1 is the structural representation of the embodiment of the present invention.
Fig. 2 is the structural representation of the house frame of embodiment illustrated in fig. 1.
Fig. 3 is the connected mode schematic diagram of the upper strata prefabricated post with lower floor's prefabricated post of embodiment illustrated in fig. 1.
Fig. 4 is the cross-sectional view of the prefabricated post of embodiment illustrated in fig. 1.
Fig. 5 is the structural representation of the precast beam of embodiment illustrated in fig. 1.
Fig. 6 is the cross-sectional view of the precast beam of embodiment illustrated in fig. 1.
Fig. 7 is the structural representation of the rectangle sleeve pipe with groove profile steel corbel of embodiment illustrated in fig. 1.
Fig. 8 is the connected mode schematic diagram of the prefabricated post with prefabricated large-scale out-hung panel of embodiment illustrated in fig. 1.
Fig. 9 is the connected mode schematic diagram of the precast beam with prefabricated large-scale out-hung panel of embodiment illustrated in fig. 1.
Figure 10 is the connected mode schematic diagram of the precast beam with prefabricated partition board of embodiment illustrated in fig. 1.
Figure 11 is that one of steel pipe walls of precast beam rectangular steel pipe of the invention are shown than the cross section of other thickness of steel pipe It is intended to.
Figure 12 is that the hollow space of the cross section of precast beam rectangular steel pipe of the invention is trapezoidal schematic diagram.
In figure:1-groove profile steel corbel, 2-rectangle sleeve pipe, 3-prefabricated post, 4-precast beam rectangular steel pipe, 5-precast beam, 6-precast beam bolt hole, 7-RPC, 8-foam cement, 9-prefabricated large-scale out-hung panel, 10-prefabricated pre- Prestressed concrete laminated floor slab, 11-anchor bar, 12-floor connector, 13-steel right angle supporting plate, 14-cast-in-place coagulation Soil, 15-in-site pouring mortar, 16-foamed plastics insulation rod, 17-polyurathamc glue, 18-elastic sealant, 19-fill Slurry hole, 20-steam vent, the 21-pull bar with on-slip tooth, the 22-the first connecting plate, the 23-the second connecting plate, 24-bolt, 25-perforation reinforcing bar, 26-plastic expansion pipe, 27-U-shaped card, 28-prefabricated partition board, 29-steel corbel bolt hole, 30-prefabricated Post rectangular steel pipe.
Specific embodiment
Below in conjunction with the accompanying drawings and specific embodiment is described in further detail to the present invention.
Reference picture 1, Fig. 2, the present embodiment includes house foundation, and base connection, basis connection are embedded with house foundation Part is provided with vertical prefabricated post;Reference picture 3, Fig. 4, prefabricated post 3 includes prefabricated post rectangular steel pipe 30, prefabricated post rectangular steel pipe 30 It is interior filled with RPC 7, in addition at the two ends of prefabricated post rectangular steel pipe 30, the outside of prefabricated post rectangular steel pipe 30 It is enclosed with foam cement 8;Prefabricated post 3 is arranged in length and breadth, and the prefabricated post 3 on same vertical direction is sequentially overlapped, with adjacent pre- of layer Post processed 3 is provided with horizontal precast beam 5 between top, and approximately the same plane is located at the precast beam 5 between the prefabricated post 3 of layer, is formed House frame, house frame is made up of multiple elementary layers, between each elementary layer includes multiple units.
Reference picture 5, Fig. 6, precast beam 5 includes precast beam rectangular steel pipe 4, except at the two ends of precast beam rectangular steel pipe 4 it Outward, RPC 7 is filled with precast beam rectangular steel pipe 4, in addition at the two ends of precast beam rectangular steel pipe 4, in advance The outside of beam rectangular steel pipe processed 4 is enclosed with foam cement 8, and the two ends of precast beam rectangular steel pipe 4 are provided with precast beam bolt hole 6, grout hole 19th, steam vent 20, are provided with floor connector 12 on the upper surface of precast beam rectangular steel pipe 4;On the precast beam 5 of each elementary layer Be provided with precast prestressed concrete laminated floor slab 10, the anchor bar 11 at the two ends of precast prestressed concrete laminated floor slab 10 with it is pre- The floor connector 12 reserved on beam processed 5 is firmly connected, the overlapping layers of precast prestressed concrete laminated floor slab 10 and prefabricated pre- Prestressed concrete laminated floor slab 10 is cast with cast-in-place concrete 14, adjacent precast prestressed coagulation with the junction of precast beam 5 Native laminated floor slab 10 is connected by reinforcing bar 25 of perforating;Vertical prefabricated partition board 28, house frame are provided between adjacent unit Prefabricated large-scale out-hung panel 9 is provided with the outside of frame, precast stair plate is provided between upper and lower two elementary layers.
Prefabricated post 3 is connected with precast beam 5 by the rectangle sleeve pipe 2 with groove profile steel corbel 1, reference picture 7, groove profile steel corbel 1 side for being located at rectangle sleeve pipe 2;Groove profile steel corbel 1 is provided with steel corbel bolt hole 29.
Reference picture 8, the side of prefabricated post 3 is provided with the first connecting plate 22, and the side of prefabricated large-scale out-hung panel 9 is provided with second Connecting plate 23, is provided with the pull bar 21 with on-slip tooth between the first connecting plate 22 and the second connecting plate 23, the pull bar 21 with on-slip tooth Fixed with the first connecting plate 22 and the second connecting plate 23 by bolt 24 respectively.
Reference picture 9, the side of precast beam 5 is welded with steel right angle supporting plate 13, precast beam 5 by steel right angle supporting plate 13 with it is pre- Large-scale out-hung panel 9 is made to connect.
Reference picture 9, the lower surface of precast beam 5 is provided with plastic expansion pipe 26, and U-shaped card 27, precast beam 5 are provided with plastic expansion pipe 26 It is connected with the upper end of prefabricated partition board 28 by U-shaped card 27, the lower end of prefabricated partition board 28 is bonded by in-site pouring mortar 15 On the overlapping layers of precast prestressed concrete laminated floor slab 10.
Reference picture 10, the gap between the prefabricated large-scale out-hung panel 9 of levels is protected with polyurathamc glue 17, foamed plastics Warm rod 16 and elastic sealant 18 are filled.
In actual applications, the steel pipe walls thickness on each face of precast beam rectangular steel pipe 4 can be carried out according to stressing conditions Design, thickness may be designed to inconsistent.Reference picture 11, Figure 12, the thickness of the steel pipe walls in one of face of precast beam rectangular steel pipe 4 Degree is 1~4 times of the steel pipe walls thickness in other faces, or the hollow space of the cross section of precast beam rectangular steel pipe 4 is trapezoidal, i.e. steel The linear change of thickness of two relative steel pipe walls of pipe, two relative inwalls of steel pipe walls are inclined-plane.This structure can have Effect saving steel, it is cost-effective.
A kind of construction method of prefabricated house, comprises the following steps:
(1)Construction house foundation:In building-site construction house foundation, the embedded foundation connector in house foundation makes Reinforcement welding in base connection and house foundation;
(2)Prefabricated post 3 is installed:Prefabricated post 3 is firmly welded with base connection pre-buried in house foundation;Prefabricated post 3 Arrange in length and breadth, the prefabricated post 3 on upper strata is installed in the prefabricated post 3 of lower floor, by the junction firm welding of upper and lower two prefabricated post 3, The in the vertical direction of prefabricated post 3 is sequentially overlapped, the whole height of prefabricated post 3 is reached the setting height in house;
(3)Precast beam 5 is installed:The precast beam 5 of level is installed between the adjacent top of prefabricated post 3 of same layer, with the prefabricated of layer Precast beam 5 between post 3 is located at approximately the same plane, forms house frame, and the house frame is made up of multiple elementary layers, each Between elementary layer includes multiple units;
(4)Node is in the milk:The grout hole 19 set by the two ends of precast beam rectangular steel pipe 4, toward the filling of the two ends of precast beam 5 The RPC 7 being stirred;
(5)Node wraps up foam cement 8:In the two ends formwork of prefabricated post 3, template and the two ends of prefabricated post rectangular steel pipe 30 it Between irrigate foam cement 8, make foam cement 8 by the two ends of prefabricated post rectangular steel pipe 30 all wrap up;In the two ends formwork of precast beam 5, Foam cement 8 is irrigated between template and the two ends of precast beam rectangular steel pipe 4, makes foam cement 8 by the two ends of precast beam rectangular steel pipe 4 All wrap up;
(6)Reinforced concrete slab 10 is installed:Precast prestressed concrete overlapping is installed on the precast beam 5 of each elementary layer Floor 10, the anchor bar 11 at the two ends of precast prestressed concrete laminated floor slab 10 is connected with the floor reserved on precast beam 5 Part 12 is firmly connected, then pours the concrete of overlapping layers and connecting portion, adjacent precast prestressed concrete laminated floor slab 10 are connected by reinforcing bar 25 of perforating;
(7)Prefabricated partition board 28 is installed:Prefabricated partition board 28 is installed between adjacent unit;
(8)Prefabricated large-scale out-hung panel 9 is installed:Prefabricated large-scale out-hung panel 9 is installed in the outside of house frame;
(9)Precast stair plate is installed:Precast stair plate is installed between upper and lower two elementary layers.
The construction method of the prefabricated house, it is further comprising the steps of:
(10)Construction roofing;
(11)Pipeline is installed;
(12)House internal and external ornament.
Step(2)In, the manufacture method of prefabricated post 3 is as follows:
A, the RPC 7 that filling has been stirred in prefabricated post rectangular steel pipe 30;
B, in the four sides formwork of prefabricated post rectangular steel pipe 30, in addition at the two ends of prefabricated post rectangular steel pipe 30, in template Foam cement 8 is irrigated between prefabricated post rectangular steel pipe 30, foam cement 8 is removed near prefabricated post prefabricated post rectangular steel pipe 30 All wrap up part outside at the two ends of rectangular steel pipe 30(Do not wrapped at the two ends of prefabricated post rectangular steel pipe 30), do not wrap up hair It is easy to subsequently be connected with groove profile steel corbel 1 in the position of soaked mud 8;The thickness of foam cement 8 is 2~5cm;
C, maintenance, make the foam cement 8 of the RPC 7 in prefabricated post rectangle steel and outside reach design by force Degree, form removal forms prefabricated post 3.
Step(3)In, the manufacture method of precast beam 5 is as follows:
A, floor connector 12 is set in the upper surface of precast beam rectangular steel pipe 4, is set at the two ends of precast beam rectangular steel pipe 4 Precast beam bolt hole 6, grout hole 19, steam vent 20 are put, grout hole 19 is used for the two ends grouting toward precast beam rectangular steel pipe 4, row It is vented when stomata 20 is used to be in the milk;
B, in addition at the two ends of precast beam rectangular steel pipe 4, the work that filling has been stirred in precast beam rectangular steel pipe 4 Property powder concrete 7(Do not filled out at the two ends of precast beam rectangular steel pipe 4);It is not filled by the position of RPC 7 just In being subsequently connected with groove profile steel corbel 1;
C, in the four sides formwork of precast beam rectangular steel pipe 4, in addition at the two ends of precast beam rectangular steel pipe 4, template with Foam cement 8 is irrigated between precast beam rectangular steel pipe 4, foam cement 8 is removed near precast beam rectangle precast beam rectangular steel pipe 4 All wrap up part outside at the two ends of steel pipe 4(Do not wrapped at the two ends of precast beam rectangular steel pipe 4), do not wrap up foam cement It is easy to subsequently be connected with groove profile steel corbel 1 in 8 position;The thickness of foam cement 8 is 2~5cm;
D, maintenance, make the RPC 7 in precast beam rectangular steel pipe 4 and the foam cement 8 of outside reach design Intensity, form removal forms precast beam 5.
In step A, floor connector 12 is welded or in precast beam rectangular steel pipe 4 in the upper surface of precast beam rectangular steel pipe 4 Upper surface punching, by the patchhole of floor connector 12.
In step B, the floor connector in precast beam rectangular steel pipe 4 in the RPC 7 and patchhole of filling 12 condense fixation.
Step(2)In, also including installing the rectangle sleeve pipe 2 with groove profile steel corbel 1:In the upper and lower junction of two prefabricated post 3 The rectangle sleeve pipe 2 with groove profile steel corbel 1 is put, is comprised the following steps that:
(2-1)The square with groove profile steel corbel 1 on the set of the position of foam cement 8 is not wrapped up in the upper end of the prefabricated post 3 of lower floor Shape sleeve pipe 2, is stuck in the gap between prefabricated post 3 and rectangle sleeve pipe 2 with tagger, to fix rectangle sleeve pipe 2 temporarily;
(2-2)After the prefabricated post 3 of the prefabricated post 3 of lower floor and upper strata is welded, by the rectangle sleeve pipe with groove profile steel corbel 1 2 junctions for being moved to upper and lower two prefabricated posts 3, then by rectangle sleeve pipe 2 and the firm welding of prefabricated post 3.
Step(3)In, it is further comprising the steps of:Phase is inserted at the position that precast beam rectangular steel pipe 4 does not wrap up foam cement 8 In two adjacent prefabricated posts 3 in the groove profile steel corbel 1 of the rectangle sleeve pipe 2 with U-steel bracket 1, by groove profile steel corbel 1 with it is pre- The position that beam rectangular steel pipe 4 processed does not wrap up foam cement 8 is affixed, and specific fixed connection mode is:Precast beam spiral shell is sequentially connected with bolt Keyhole 6 and steel corbel bolt hole 29, make groove profile steel corbel 1 affixed with the end of precast beam 5.
In the construction method of prefabricated house of the present invention, most work prefabricated completion in factory, material Waste is greatly decreased, and the actual amount of raw material is also greatly reduced because the sectional area of component is smaller, really realizes resource section About utilize.In plant produced, its reliable in quality, precision is substantially improved component, and production efficiency is greatly improved, the work of building-site Amount is greatly decreased so that the safe, civilized of site operation, health, quality are able to significantly take on a new look, and construction cost is more economical.
The present invention uses RPC 7, the prefabricated post 3 of outsourcing foam cement 8 and the precast beam of interior raising intensity 5.Due to the high intensity and toughness of RPC 7(Its intensity is generally in 200MPa~800MPa), with common steel knot Structure is compared, and beam column of the invention can be greatly decreased steel using amount, can significantly reduce cost;Compared with reinforced concrete structure, this The structure of invention is lighter and handier, and stress is good, under RPC 7 is because of the hoop constraint in rectangular steel pipe, and carries Its anti-bending strength and compression strength are risen, rectangular steel pipe is also substantially improved because being filled by the RPC 7 of high intensity Its rigidity and axial direction, lateral anti-pressure ability, thus, the sectional area of beam column is significantly reduced, and so-called " fat beams and columns " problem is obtained To solve, the requirement of " the thin wall of girder buttress shaft " is really achieved, it is possible to increase the usable floor area in house, also make the interior space regular, Can also reduce cost of a building simultaneously.
In addition, the thermal conductivity of RPC 7 is good, with specific heat capacity higher, and foam cement 8 be it is good every Hot material, so, when a fire, rectangular steel pipe outsourcing foam cement 8 can effectively completely cut off heat invasion and attack steel, for part The heat of steel is had been enter into, the RPC 7 of inside filling can largely disperse and share again so that this Invention has fabulous fire protecting performance.
Moreover, the foam cement being wrapped in outside precast beam rectangular steel pipe 4 and prefabricated post rectangular steel pipe 30 can prevent precast beam Rectangular steel pipe 4 and prefabricated post rectangular steel pipe 30 are corroded, and can play preferable antisepsis, therefore the foam cement 8 of outsourcing makes The Anticorrosion for obtaining steel is also addressed.
Calculating shows, due to reducing the cost saved with material amount in the present invention, can not only offset because reactive powder is mixed The expensive cost increase brought of folk prescription of solidifying soil 7, and also obvious surplus.Moreover, RPC 7 has High-durability, the life-span of building is significantly extended.Therefore, the present invention has good Technical Economy.
Those skilled in the art can carry out various modifications and variations to the embodiment of the present invention, if these modifications and change Within the scope of the claims in the present invention and its equivalent technologies, then these modifications and modification are also in protection scope of the present invention for type Within.
In the prior art that the content not described in detail in specification is known to the skilled person.

Claims (11)

1. a kind of prefabricated house, including house foundation, is embedded with base connection in house foundation, it is characterised in that: The base connection is provided with vertical prefabricated post(3), the prefabricated post(3)Including prefabricated post rectangular steel pipe(30), it is prefabricated Post rectangular steel pipe(30)It is interior filled with RPC(7), except near prefabricated post rectangular steel pipe(30)Outside at two ends, in advance Post rectangular steel pipe processed(30)Outside is enclosed with foam cement(8);Prefabricated post(3)Arrange in length and breadth, it is prefabricated on same vertical direction Post(3)It is sequentially overlapped, with the adjacent prefabricated post of layer(3)Horizontal precast beam is installed between top(5), with the prefabricated post of layer(3) Between precast beam(5)Positioned at approximately the same plane, house frame is formed, the house frame is made up of multiple elementary layers, each Between elementary layer includes multiple units;The precast beam(5)Including precast beam rectangular steel pipe(4), except near precast beam rectangular steel pipe (4)Outside at two ends, precast beam rectangular steel pipe(4)It is interior filled with RPC(7), except near precast beam rectangular steel pipe (4)Outside at two ends, precast beam rectangular steel pipe(4)Outside is enclosed with foam cement(8), precast beam rectangular steel pipe(4)Two ends set There is grout hole(19), steam vent(20), precast beam rectangular steel pipe(4)Upper surface on be provided with floor connector(12);Each The precast beam of elementary layer(5)It is provided with precast prestressed concrete laminated floor slab(10), precast prestressed concrete laminated floor slab (10)The anchor bar at two ends(11)With precast beam(5)Upper reserved floor connector(12)Firmly connection;Between adjacent unit Between be provided with vertical prefabricated partition board(28), prefabricated large-scale out-hung panel is provided with the outside of the house frame(9), upper and lower two Precast stair plate is provided between individual elementary layer.
2. prefabricated house as claimed in claim 1, it is characterised in that:The prefabricated post(3)With precast beam(5)Pass through With groove profile steel corbel(1)Rectangle sleeve pipe(2)Connection, the groove profile steel corbel(1)Positioned at rectangle sleeve pipe(2)Side.
3. prefabricated house as claimed in claim 1 or 2, it is characterised in that:The precast beam rectangular steel pipe(4)Its In the thickness of the steel pipe walls in face be 1~4 times of steel pipe walls thickness of other faces, or the precast beam rectangular steel pipe(4)'s The hollow space of cross section is trapezoidal.
4. the construction method of a kind of prefabricated house as described in claim 1 or 2 or 3, it is characterised in that:Including following Step:
(1)Construction house foundation:In building-site construction house foundation, the embedded foundation connector in house foundation makes basis Reinforcement welding in connector and house foundation;
(2)Prefabricated post is installed(3):By prefabricated post(3)Firmly welded with base connection pre-buried in house foundation;Prefabricated post (3)Arrange in length and breadth, in the prefabricated post of lower floor(3)The prefabricated post on upper installation upper strata(3), by upper and lower two prefabricated post(3)Junction Firm welding, makes prefabricated post(3)In the vertical direction is sequentially overlapped, and makes prefabricated post(3)Whole height reach the setting in house Highly;
(3)Precast beam is installed(5):In the adjacent prefabricated post of same layer(3)The precast beam of level is installed between top(5), with the pre- of layer Post processed(3)Between precast beam(5)Positioned at approximately the same plane, house frame is formed, the house frame is by multiple elementary layer groups Into between each elementary layer includes multiple units;
(4)Node is in the milk:By precast beam rectangular steel pipe(4)The grout hole that two ends are set(19), toward precast beam(5)Fill at two ends The RPC being stirred(7);
(5)Node wraps up foam cement(8):In prefabricated post(3)Two ends formwork, in template and prefabricated post rectangular steel pipe(30)Two ends Between irrigate foam cement(8), make foam cement(8)By prefabricated post rectangular steel pipe(30)All wrap up at two ends;In precast beam(5) Two ends formwork, in template and precast beam rectangular steel pipe(4)Foam cement is irrigated between two ends(8), make foam cement(8)Will be prefabricated Beam rectangular steel pipe(4)All wrap up at two ends;
(6)Reinforced concrete slab is installed(10):The precast beam of each elementary layer(5)Upper installation precast prestressed concrete overlapping Floor(10);By precast prestressed concrete laminated floor slab(10)The anchor bar at two ends(11)With precast beam(5)Above reserve Floor connector(12)Firmly connection, then the concrete for pouring overlapping layers and connecting portion;
(7)Prefabricated partition board is installed(28):Prefabricated partition board is installed between adjacent unit(28);
(8)Prefabricated large-scale out-hung panel is installed(9):Prefabricated large-scale out-hung panel is installed in the outside of house frame(9);
(9)Precast stair plate is installed:Precast stair plate is installed between upper and lower two elementary layers.
5. the construction method of prefabricated house as claimed in claim 4, it is characterised in that:Step(2)In, it is described prefabricated Post(3)Manufacture method it is as follows:
A, in prefabricated post rectangular steel pipe(30)It is interior to fill the RPC being stirred(7);
B, in prefabricated post rectangular steel pipe(30)Four sides formwork, except near prefabricated post rectangular steel pipe(30)Outside at two ends, in template With prefabricated post rectangular steel pipe(30)Between irrigate foam cement(8), make foam cement(8)By prefabricated post rectangular steel pipe(30)Except leaning on Nearly prefabricated post rectangular steel pipe(30)All wrap up part outside at two ends;Foam cement(8)Thickness be 2~5cm;
C, maintenance, make the RPC in prefabricated post rectangle steel(7)With outside foam cement(8)Reach design strong Degree, form removal forms prefabricated post(3).
6. the construction method of prefabricated house as claimed in claim 5, it is characterised in that:Step(3)In, it is described prefabricated Beam(5)Manufacture method it is as follows:
A, in precast beam rectangular steel pipe(4)Upper surface set floor connector(12), in precast beam rectangular steel pipe(4)Two ends Grout hole is set(19), steam vent(20);
B, except near precast beam rectangular steel pipe(4)Outside at two ends, in precast beam rectangular steel pipe(4)It is interior to fill the work being stirred Property powder concrete(7);
C, in precast beam rectangular steel pipe(4)Four sides formwork, except near precast beam rectangular steel pipe(4)Outside at two ends, template with Precast beam rectangular steel pipe(4)Between irrigate foam cement(8), make foam cement(8)By precast beam rectangular steel pipe(4)Except near pre- Beam rectangular steel pipe processed(4)All wrap up part outside at two ends;Foam cement(8)Thickness be 2~5cm;
D, maintenance, make precast beam rectangular steel pipe(4)Interior RPC(7)With outside foam cement(8)Reach and set Meter intensity, form removal forms precast beam(5).
7. the construction method of prefabricated house as claimed in claim 6, it is characterised in that:In step A, in precast beam square Shape steel pipe(4)Upper surface welding floor connector(12)Or in precast beam rectangular steel pipe(4)Upper surface punching, floor is connected Fitting(12)In patchhole.
8. the construction method of prefabricated house as claimed in claim 7, it is characterised in that:In step B, the precast beam Rectangular steel pipe(4)The RPC of interior filling(7)With the floor connector in patchhole(12)Condense and fix.
9. the construction method of the prefabricated house as any one of claim 4 to 8, it is characterised in that:Step(2) In, also including installing with groove profile steel corbel(1)Rectangle sleeve pipe(2):In upper and lower two prefabricated post(3)Junction is put with groove Shaped steel bracket(1)Rectangle sleeve pipe(2).
10. the construction method of prefabricated house as claimed in claim 9, it is characterised in that:Install and carry U-steel ox Leg(1)Rectangle sleeve pipe(2)Comprise the following steps that:
(2-1)In the prefabricated post of lower floor(3)Upper end do not wrap up foam cement(8)Position is put with groove profile steel corbel(1)'s Rectangle sleeve pipe(2), prefabricated post is stuck in tagger(3)With rectangle sleeve pipe(2)Between gap in, to fix rectangle sleeve pipe temporarily (2);
(2-2)By the prefabricated post of lower floor(3)With the prefabricated post on upper strata(3)After welding, will be with groove profile steel corbel(1)Rectangular sleeve Pipe(2)It is moved to upper and lower two prefabricated posts(3)Junction, then by rectangle sleeve pipe(2)With prefabricated post(3)Firm welding.
The construction method of 11. prefabricated houses as claimed in claim 10, it is characterised in that:Step(3)In, also include Following steps:By precast beam rectangular steel pipe(4)Foam cement is not wrapped up(8)Position be inserted in two adjacent prefabricated posts(3)On With groove profile steel corbel(1)Rectangle sleeve pipe(2)Groove profile steel corbel(1)In, by groove profile steel corbel(1)With precast beam rectangle steel Pipe(4)Foam cement is not wrapped up(8)Position it is affixed.
CN201510285667.5A 2015-05-29 2015-05-29 A kind of prefabricated house and its construction method CN104878836B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201510285667.5A CN104878836B (en) 2015-05-29 2015-05-29 A kind of prefabricated house and its construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201510285667.5A CN104878836B (en) 2015-05-29 2015-05-29 A kind of prefabricated house and its construction method

Publications (2)

Publication Number Publication Date
CN104878836A CN104878836A (en) 2015-09-02
CN104878836B true CN104878836B (en) 2017-07-07

Family

ID=53946497

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201510285667.5A CN104878836B (en) 2015-05-29 2015-05-29 A kind of prefabricated house and its construction method

Country Status (1)

Country Link
CN (1) CN104878836B (en)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105133881B (en) * 2015-09-10 2017-07-07 中核能源科技有限公司 HTGR Nuclear Power Plant containment bracket section wall body module method of construction
CN106555474B (en) * 2015-09-30 2018-11-20 李宜君 Concave character type building template group construction method
CN105484525A (en) * 2016-01-12 2016-04-13 国网上海市电力公司 Construction method of 110 kV assembled monolithic concrete indoor transformer substation
CN105781125B (en) * 2016-03-04 2018-07-10 李藏柱 A kind of installation method of assembled architecture
CN110528681A (en) * 2019-08-22 2019-12-03 河北润华工程建设设计有限公司 A kind of close column assembled arthitecutral structure of steel pipe concrete and its building

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB626097A (en) * 1947-03-13 1949-07-08 Structural & Mechanical Dev En Improvements relating to the assembly of precast concrete structural units
CN102635201A (en) * 2012-04-25 2012-08-15 北京工业大学 Concrete-built-in steel tube reactive powder concrete (RPC) composite column
CN204225269U (en) * 2014-10-21 2015-03-25 深圳市绿色建筑产业化研究院有限公司 A kind of beam column punching block shell concrete combined structure system
CN104314167B (en) * 2014-10-25 2017-02-01 宋敬东 Prestressed assembly type building and assembly method thereof
CN104499568A (en) * 2014-12-19 2015-04-08 东南大学 Square steel pipe fabricated column-prefabricated superposed beam integrally-fabricated frame and construction method
CN204645253U (en) * 2015-05-29 2015-09-16 长沙怡景建材科技有限公司 A kind of prefabricated house

Also Published As

Publication number Publication date
CN104878836A (en) 2015-09-02

Similar Documents

Publication Publication Date Title
CN101294423B (en) Construction method for embedding thermal insulation in concrete structure exterior wall surface
CN102383418B (en) Anti-seismic prefabricated concrete solid square pile and production method thereof
CN105908860B (en) A kind of ruggedized construction of 3D printing reinforced masonry shear wall
CN101603336B (en) Precast concrete short-pier shear wall with infilling wall panel and connecting method thereof
US20090113820A1 (en) Prefabricated wall panel system
CN106013811B (en) A kind of installation method of assembled architecture
CN105781125B (en) A kind of installation method of assembled architecture
FI91180C (en) Prefabricated building foundation element
US7033116B1 (en) Post-tensioned rammed earth construction
CN101403218B (en) Processing method for basement water-proof concrete construction joint
CN105649360A (en) Integral assembling type building system and installing method
CN104895346B (en) Hardened system and its construction technology that the anti-local soil body of crude cave house vault caves in
CN101831970A (en) Integrally assembled wallboard wall and construction method thereof
CN103216024A (en) Self-heat-preservation mortar-free block masonry shear wall system and construction method thereof
CN103993679B (en) Low layer assembling combined wall house bolt connection node structure
CN203475598U (en) Shock-proof prefabricated building of steel bar truss shearing wall composite structure
KR101457077B1 (en) Reformed concrete filled tube column structure
CN105298015B (en) The architectural surface light-weight aseismatic partition plate integrated with wall and preparation method
CN102168455B (en) Horizontal seam U-shaped closed rib junction structure of assembled shear wall structure
CN207110165U (en) A kind of prefabricated superimposed sheet of cast-in-place concrete for filling Cavity structural member
CN104727440B (en) Industrialized production efficiently-assembled type building frame column beam and manufacturing method
CN102140842B (en) Industrial construction method for multistory residence system with clamp die frame core wall self-bearing structure
CN102155059A (en) Multi-row hole thermal insulation building block reinforcing bar masonry wall system
CN103397696B (en) Shatter-proof, prefabricated steel bar girder shear wall Temperature Variation In Buildings of Mixed Structures thing
CN103711238A (en) Assembly-type concrete shear wall structure system buckled and anchored through ring ribs

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
EXSB Decision made by sipo to initiate substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant
TR01 Transfer of patent right
TR01 Transfer of patent right

Effective date of registration: 20180831

Address after: 413062 dragon field house group, Malone Ba village, Heng Long new area, Heshan District, Yiyang, Hunan

Patentee after: Hunan vision residential Industrial Technology Co., Ltd.

Address before: 410133 camphor group, Huang Xing new village, Huang Xing Town, Changsha, Hunan, Changsha County

Patentee before: Changsha Yi Jing building materials Science and Technology Ltd.