CN106193081A - A kind of from draining assembled basic structure for moving house - Google Patents

A kind of from draining assembled basic structure for moving house Download PDF

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Publication number
CN106193081A
CN106193081A CN201610795465.XA CN201610795465A CN106193081A CN 106193081 A CN106193081 A CN 106193081A CN 201610795465 A CN201610795465 A CN 201610795465A CN 106193081 A CN106193081 A CN 106193081A
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CN
China
Prior art keywords
girder
concrete
crossbeam
connections
main
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CN201610795465.XA
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Chinese (zh)
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CN106193081B (en
Inventor
童占国
王蓉
李智军
谢鹏超
袁李增
郭俊青
武彩荣
孙涛
孙跃飞
李少为
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Scegc No5 Construction Engineering Group Co Ltd
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Scegc No5 Construction Engineering Group Co Ltd
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Priority to CN201610795465.XA priority Critical patent/CN106193081B/en
Publication of CN106193081A publication Critical patent/CN106193081A/en
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D19/00Keeping dry foundation sites or other areas in the ground

Abstract

The invention discloses a kind of from draining assembled basic structure for moving house, including the concrete prefabricated block array extending in ground, it is cast in ground both sides along concrete precast block array row to bearing of trend for the bright ditch of concrete of draining and be arranged on concrete prefabricated block array and carry out the steel collar tie beam arranged according to prefabricated house modulus, on steel collar tie beam, backplane array is installed, backplane array includes multiple base plates that splicing is laid, bottom two adjacent back plate connections, the guiding gutter steel construction that ditch bright with concrete coordinates is installed, steel collar tie beam uses connector to be fixed on concrete prefabricated block array, concrete bright ditch upper level is less than ground.The present invention is novel in design, accelerates prefabricated house foundation construction speed, decreases the disposable input of material and manpower, had both met underlying strength requirement, and added again the material number of turnover and service life, it is achieved that the zero-emission of building waste, and saved cost.

Description

A kind of from draining assembled basic structure for moving house
Technical field
The invention belongs to technical field of building construction, be specifically related to a kind of from draining assembled basic structure for moving house.
Background technology
Assembled prefabricated house, as office and lodging room, is that building trade is faced and built ingredient important in construction, makes Higher by rate, traditional prefabricated house basis way needs hand excavation's earthwork, brick foundation cushion layer concrete to pour, and brick foundation is built by laying bricks or stones, coagulation Soil beam construction, the room heart backfills, flooring cushion construction, ground tile paving, and complex procedures is long in time limit;Use concrete ground beam With one layer of ground integrated construction, although accelerate the duration than traditional reinforced concrete circle beam base section, saved template and prop up And if the expense of room heart backfilling of earthwork, but still there is the problem that can not have enough to meet the need and produce a large amount of rubbish, conventional assembled is lived Dynamic foundations plinth uses plain concrete strip footing or brick foundation to add the ways such as plain concrete collar tie beam, makes though house itself can have enough to meet the need With, but existence foundation and ground are disposable input, can not reuse, and produce the shortcomings such as a large amount of building wastes after dismounting. Therefore, nowadays lack a kind of from draining assembled basic structure for moving house, solve disposable input long in time limit, manpower big, The problems such as material can not have enough to meet the need, service life is short, it is achieved that the zero-emission of building waste, have saved cost.
Summary of the invention
The technical problem to be solved is for above-mentioned deficiency of the prior art, it is provided that a kind of from draining dress Joining formula basic structure for moving house, it is novel in design rationally accelerates prefabricated house foundation construction speed, decreases material and manpower Disposable input, had both met underlying strength requirement, had added again the material number of turnover and service life, it is achieved that building waste Zero-emission, saved cost, practical, it is simple to promote the use of.
For solving above-mentioned technical problem, the technical solution used in the present invention is: a kind of from draining assembled prefabricated house basis Structure, it is characterised in that: the concrete prefabricated block array that includes extending in ground, along described concrete precast block array row to Bearing of trend is cast in described ground both sides and for the bright ditch of concrete of draining and is arranged on described concrete prefabricated block array And the steel collar tie beam arranged is carried out according to prefabricated house modulus, described steel collar tie beam is provided with backplane array, described backplane array The multiple base plates laid including splicing, are provided with, bottom two adjacent back plate connections, the guiding gutter that ditch bright with concrete coordinates Steel construction, described steel collar tie beam uses connector to be fixed on described concrete prefabricated block array, table on the bright ditch of described concrete Face height is less than described ground;
Described concrete prefabricated block array is made up of three row N row concrete precast blocks, N=2n+1, and wherein, n is positive integer And n >=1;Girder is installed, in N row concrete precast block on the odd column concrete precast block in N row concrete precast block Time girder, the head and the tail two row concrete precast block in three row N row concrete precast blocks are installed on even column concrete precast block On be respectively arranged with the crossbeam that multiple head and the tail are sequentially connected with and are all connected with described girder and described girder, described crossbeam and company Three continuous concrete precast blocks coordinate fixing, and described crossbeam includes intermediate transverse girder and two the end horizontal strokes being connected with intermediate transverse girder Beam, described girder includes two end girders and multiple middle girder, and described connector includes for connecting end crossbeam and end The termination connector of portion's girder and for connecting secondary main beam connections of time girder and described crossbeam, and be used for connecting middle master First main beam connections of beam and described crossbeam and the second main beam connections, described girder, secondary girder and described crossbeam composition institute State steel collar tie beam.
Above-mentioned one is from draining assembled basic structure for moving house, it is characterised in that: the outward flange of described backplane array On be provided with multiple connection otic placode, connect otic placode by extending into the reinforcing bar strut support of underground.
Above-mentioned one is from draining assembled basic structure for moving house, it is characterised in that: described termination connector is T-shaped end Head connector, end crossbeam and end girder are separately fixed at the both sides of described T-shaped termination connector.
Above-mentioned one is from draining assembled basic structure for moving house, it is characterised in that: the quantity of described intermediate transverse girder is Multiple.
Above-mentioned one is from draining assembled basic structure for moving house, it is characterised in that: described middle girder and described horizontal stroke Liang Lianjieweizhichu is provided with first main beam connections and two the second main beam connections, and two the second main beam connections divide It is not positioned at the both sides of middle girder and is all connected with described crossbeam.
Above-mentioned one is from draining assembled basic structure for moving house, it is characterised in that: described girder and described crossbeam Being provided with two main beam connections at link position, two times main beam connections lays respectively at the both sides of time girder and equal and institute State crossbeam to connect;Described girder, secondary girder and described crossbeam are quarter bend.
Above-mentioned one is from draining assembled basic structure for moving house, it is characterised in that: the height of described concrete precast block Degree is 200mm~300mm, and concrete precast block is C20 grade concrete.
The present invention compared with prior art has the advantage that
1, the present invention fixes steel collar tie beam by arranging concrete prefabricated block array, reduces the laying of way of concrete foundations, both Meet underlying strength requirement, it is achieved that the zero-emission of building waste, save cost, it is simple to promote the use of.
2, the present invention connects end crossbeam and end girder by termination connector, is connected secondary main by secondary main beam connections Beam and described crossbeam, connect middle girder and crossbeam by the first main beam connections and the second main beam connections, reliable and stable, Using effect is good.
3, present invention bottom at two adjacent base plate link positions arranges guiding gutter steel construction, simultaneously at roadbed Both sides arrange concrete gutter drainage, it is to avoid indoor water-leakage for preventing the rainwater erosion to roadbed while the impact of roadbed, Reduce the possibility of subgrade settlement, complete function.
4, the present invention is novel in design rationally adds the material number of turnover and service life, removes and installs conveniently, practicality By force, it is simple to promote the use of.
In sum, the present invention is novel in design rationally, simple in construction, and element is few, reliability is high, cost is low, by ring in use Border variations in temperature impact is little, and warning message and the time delay that can transmit elevator in time are short, and volume is little, removes and installs conveniently, reliability Height, practical, it is simple to promote the use of.
Below by drawings and Examples, technical scheme is described in further detail.
Accompanying drawing explanation
Fig. 1 is the structural representation of the present invention.
Fig. 2 is that Fig. 1 removes base plate and the structural representation of the bright ditch of concrete.
Fig. 3 is the partial enlarged drawing in Fig. 2 at A.
Fig. 4 is the partial enlarged drawing in Fig. 2 at B.
Fig. 5 be in Fig. 4 time girder towards right structural representation
Fig. 6 is the partial enlarged drawing in Fig. 2 at C.
Fig. 7 is base plate of the present invention, the bright ditch of concrete, guiding gutter steel construction, connects otic placode and the installation site of reinforcing bar pole Relation schematic diagram.
Description of reference numerals:
1 end crossbeam;2 intermediate transverse girders;3 end girders;
4 girders;5 middle girders;6 concrete precast blocks;
7 first main beam connections;8 second main beam connections;9 termination connectors;
10 main beam connections;11 base plates;The 12 bright ditches of concrete;
13 guiding gutter steel constructions;14 connect otic placode;15 reinforcing bar poles.
Detailed description of the invention
As shown in Figures 1 to 6, the present invention includes the concrete prefabricated block array extending in ground, along described concrete Prefabricated section array row is cast in described ground both sides to bearing of trend and for the bright ditch of concrete 12 of draining and is arranged on described mixed Coagulate on soil prefabricated section array and carry out the steel collar tie beam arranged according to prefabricated house modulus, described steel collar tie beam is provided with base plate battle array Row, described backplane array includes multiple base plates 11 that splicing is laid, and is provided with mixed bottom two adjacent base plate 11 junctions The guiding gutter steel construction 13 that solidifying native bright ditch 12 coordinates, described steel collar tie beam uses connector to be fixed on described concrete precast block battle array On row, described concrete bright ditch 12 upper level is less than described ground;
It should be noted that the length of prefabricated house and width are all with K as modulus, every K=1.82m, 2K are between 1, in the present embodiment, Prefabricated house, with double-layer structure, calculates between every layer three, and three overall sizes are 10.96m × 5.54m, described crossbeam and described master Beam uses the rectangle steel of 140mm × 80mm × 5mm, and secondary beam uses the rectangle steel of 80mm × 80mm × 5mm, and connected mode uses φ 8mm bolt connects, and described crossbeam is a tooling member length by every 2K, and described girder and time girder 4 processing length are 5.54m, According to facing the condition building place, it is simple to transport and the control of a dead lift, beneficially quantity, it is simple to the versatility of component.
It should be noted that the bottom at adjacent two base plate 11 link positions arranges guiding gutter steel construction 13, simultaneously Concrete bright ditch 12 draining is set in the both sides of roadbed, it is to avoid indoor water-leakage satisfies the need for preventing rainwater while the impact of roadbed The erosion of base, reduces the possibility of subgrade settlement.
Described concrete prefabricated block array is made up of three row N row concrete precast blocks 6, N=2n+1, and wherein, n is positive integer And n >=1;Girder is installed, in N row concrete precast block 6 on the odd column concrete precast block 6 in N row concrete precast block 6 Even column concrete precast block 6 on time girder 4 is installed, the head and the tail two row concrete in three row N row concrete precast blocks 6 is pre- The crossbeam that multiple head and the tail are sequentially connected with and are all connected with described girder and described girder 4, described horizontal stroke it is respectively arranged with on clamp dog 6 Three concrete precast blocks 6 of beam and continuous print coordinate fixing, and described crossbeam includes intermediate transverse girder 2 and is connected with intermediate transverse girder 2 Two end crossbeams 1, described girder includes two end girders 3 and multiple middle girder 5, and described connector includes for connecting The termination connector 9 of end crossbeam 1 and end girder 3 and for being connected the secondary main beam connections 10 of time girder 4 and described crossbeam, And for connecting the first main beam connections 7 and the second main beam connections 8 of middle girder 5 and described crossbeam, described girder, secondary Girder 4 and described crossbeam form described steel collar tie beam.
In actually used, arranging prefabricated house quantity according to demand, the width of two girders is the width of a prefabricated house, one Between one girder 4 is set in prefabricated house, prefabricated house quantity can be increased by the way of cascading successively, public between two prefabricated houses With a middle girder 5 and a partition plate.
As it is shown in fig. 7, in the present embodiment, the outward flange of described backplane array is provided with multiple connection otic placode 14, connect Otic placode 14 supports by extending into the reinforcing bar pole 15 of underground, connects otic placode 14 and ensures overall flatness and rigidity and entirety Property.
In the present embodiment, described termination connector 9 is T-shaped termination connector, and end crossbeam 1 and end girder 3 are solid respectively It is scheduled on the both sides of described T-shaped termination connector.
In the present embodiment, the quantity of described intermediate transverse girder 2 is multiple.
In the present embodiment, described middle girder 5 is provided with first main beam connections 7 at described crossbeam link position With two the second main beam connections 8, two the second main beam connections 8 lay respectively at middle girder 5 both sides and all with described horizontal stroke Beam connects.
It should be noted that described middle girder 5 is connected with being provided with first girder at described crossbeam link position Part 7 and two the second main beam connections 8, this crossbeam is two adjacent intermediate transverse girders 2 or an intermediate transverse girder 2 and an end The combination of portion's crossbeam 1, the first main beam connections 7 fixes this crossbeam for simultaneously, and in two the second main beam connections 8 the Two main beam connections 8 another second master for fixedly mounting with an intermediate transverse girder 2, in two the second main beam connections 8 Beam connection 8 is for fixedly mounting with another intermediate transverse girder 2 or an end crossbeam 1.
In the present embodiment, at described girder 4 and described crossbeam link position, it is provided with two main beam connections 10, two Individual time main beam connections 10 lays respectively at the both sides of time girder 4 and is all connected with described crossbeam;Described girder, secondary girder 4 and institute State crossbeam and be quarter bend.
It should be noted that described girder 4 is provided with two main beam connections 10 at described crossbeam link position, This crossbeam is intermediate transverse girder 2 or end crossbeam 1, and one main beam connections 10 in two main beam connections 10 is used for connecting The side of secondary girder 4 and intermediate transverse girder 2 or end crossbeam 1, another main beam connections in two main beam connections 10 10 for connecting opposite side and intermediate transverse girder 2 or the end crossbeam 1 of time girder 4.
In the present embodiment, the height of described concrete precast block 6 is 200mm~300mm, and concrete precast block 6 is C20 Grade concrete.
When the present invention uses, the position to prefabricated house is laid out planning at the scene, and roadbed uses 250mm thickness 2:8 ash Soil pressure reality leveling, and along described roadbed length direction at the described roadbed both sides build bright ditch of concrete 12;Multiple concrete The form that prefabricated section 6 arranges with three row N is imbedded in roadbed according to prefabricated house modulus, the head and the tail two in three row N row concrete precast blocks 6 Row concrete precast block 6 apart from the concrete precast block 6 of center row apart from equal, adjacent the two of described concrete prefabricated block array Row concrete precast block 6 is apart from equal, and the degree of depth that multiple concrete precast blocks 6 imbed described roadbed is concrete precast block 6 Height half, use level measurement keep multiple concrete precast blocks 6 be respectively positioned in same level, control error ± Within 3mm;Φ 12 expansion bolt is used described girder, secondary girder 4 and described crossbeam to be fixed on concrete precast block 6, then With Φ 8 bolt by described girder, secondary girder 4 and the mutual assembly connection of described crossbeam, with installing with inspection, adjacent two elevation difference beams are not Must be more than 2mm, after installation, in corner, steel collar tie beam end, level gauge detects, and the discrepancy in elevation cannot be greater than 5mm;To spell The mode connect lays multiple base plate 11, by installing guiding gutter steel construction 13 by alive bottom the junction of two adjacent base plates 11 Dynamic premises face aproll causes in the bright ditch of concrete 12, by multiple connections on the outward flange of the backplane array of multiple base plates 11 composition Otic placode 14 is fixed on big ground, complete function, and this base structure number of turnover is many and service life is long, decreases material and manpower Disposable input, meet underlying strength requirement, using effect is good.
The above, be only presently preferred embodiments of the present invention, not impose any restrictions the present invention, every according to the present invention Any simple modification, change and the equivalent structure change that above example is made by technical spirit, all still falls within skill of the present invention In the protection domain of art scheme.

Claims (7)

1. one kind from draining assembled basic structure for moving house, it is characterised in that: include extending in ground is concrete prefabricated Block array, to be cast in described ground both sides along described concrete precast block array row to bearing of trend bright for the concrete of draining Ditch (12) and be arranged on described concrete prefabricated block array and carry out the steel collar tie beam arranged, described steel according to prefabricated house modulus Being provided with backplane array on collar tie beam processed, described backplane array includes multiple base plates (11) that splicing is laid, two adjacent base plates (11) being provided with the guiding gutter steel construction (13) that ditch bright with concrete (12) coordinates bottom junction, described steel collar tie beam uses even Fitting is fixed on described concrete prefabricated block array, and described concrete bright ditch (12) upper level is less than described ground;
Described concrete prefabricated block array is made up of three row N row concrete precast block (6), N=2n+1, wherein, n be positive integer and n≥1;Girder, N row concrete precast block are installed on the odd column concrete precast block (6) in N row concrete precast block (6) (6) time girder (4), the head and the tail in three row N row concrete precast block (6) are installed on the even column concrete precast block (6) in It is respectively arranged with multiple head and the tail on two row concrete precast blocks (6) to be sequentially connected with and equal with described girder and described girder (4) The crossbeam connected, three concrete precast blocks (6) of described crossbeam and continuous print coordinate fixing, and described crossbeam includes intermediate transverse girder (2) two the end crossbeams (1) and with intermediate transverse girder (2) being connected, described girder includes two end girders (3) and multiple centre Girder (5), described connector includes the termination connector (9) for connecting end crossbeam (1) and end girder (3) and is used for even Connect secondary main beam connections (10) of time girder (4) and described crossbeam, and be used for connecting the of middle girder (5) and described crossbeam One main beam connections (7) and the second main beam connections (8), described girder, secondary girder (4) and described crossbeam form described steel circle Beam.
2. according to the one described in claim 1 from draining assembled basic structure for moving house, it is characterised in that: described base plate battle array It is provided with multiple connection otic placode (14) on the outward flange of row, connects otic placode (14) by extending into the reinforcing bar pole (15) of underground Support.
3. according to the one described in claim 1 or 2 from draining assembled basic structure for moving house, it is characterised in that: described end Head connector (9) is T-shaped termination connector, and end crossbeam (1) is separately fixed at described T-shaped termination with end girder (3) and is connected The both sides of part.
4. according to the one described in claim 3 from draining assembled basic structure for moving house, it is characterised in that: horizontal in the middle of described The quantity of beam (2) is multiple.
5. according to the one described in claim 3 from draining assembled basic structure for moving house, it is characterised in that: main in the middle of described It is provided with first main beam connections (7) and two the second main beam connections (8) at beam (5) and described crossbeam link position, Two the second main beam connections (8) lay respectively at the both sides of middle girder (5) and are all connected with described crossbeam.
6. according to the one described in claim 5 from draining assembled basic structure for moving house, it is characterised in that: described girder (4) it is provided with two main beam connections (10), two main beam connections (10) positions respectively with at described crossbeam link position In the both sides of secondary girder (4) and all it is connected with described crossbeam;Described girder, secondary girder (4) and described crossbeam are quarter bend.
7. according to the one described in claim 1 from draining assembled basic structure for moving house, it is characterised in that: described concrete The height of prefabricated section (6) is 200mm~300mm, and concrete precast block (6) is C20 grade concrete.
CN201610795465.XA 2016-08-31 2016-08-31 A kind of draining assembled basic structure for moving house certainly Active CN106193081B (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110206051A (en) * 2019-06-14 2019-09-06 中建集成房屋有限公司 The recyclable foundation structure and its construction method of container-type building

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Publication number Priority date Publication date Assignee Title
CN202323981U (en) * 2011-12-01 2012-07-11 雅致集成房屋股份有限公司 Basic structure for moving house
CN202577349U (en) * 2012-04-07 2012-12-05 中铁十八局集团有限公司 Large immersed tube tunnel dry dock floor structure
CN204080843U (en) * 2014-07-18 2015-01-07 中国建筑第八工程局有限公司 Movable plank house foundation structure
CN204456230U (en) * 2014-12-31 2015-07-08 青海路桥建设机械工程有限公司 A kind of novel building foundation drainage structure
CN105089072A (en) * 2015-09-15 2015-11-25 四川省建筑科学研究院 Anti-seepage structure of basement bottom board and construction method
US20160060858A1 (en) * 2013-03-08 2016-03-03 John Cogburn Method of basement construction
CN206052753U (en) * 2016-08-31 2017-03-29 陕西建工第五建设集团有限公司 One kind is from draining assembled basic structure for moving house

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN202323981U (en) * 2011-12-01 2012-07-11 雅致集成房屋股份有限公司 Basic structure for moving house
CN202577349U (en) * 2012-04-07 2012-12-05 中铁十八局集团有限公司 Large immersed tube tunnel dry dock floor structure
US20160060858A1 (en) * 2013-03-08 2016-03-03 John Cogburn Method of basement construction
CN204080843U (en) * 2014-07-18 2015-01-07 中国建筑第八工程局有限公司 Movable plank house foundation structure
CN204456230U (en) * 2014-12-31 2015-07-08 青海路桥建设机械工程有限公司 A kind of novel building foundation drainage structure
CN105089072A (en) * 2015-09-15 2015-11-25 四川省建筑科学研究院 Anti-seepage structure of basement bottom board and construction method
CN206052753U (en) * 2016-08-31 2017-03-29 陕西建工第五建设集团有限公司 One kind is from draining assembled basic structure for moving house

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110206051A (en) * 2019-06-14 2019-09-06 中建集成房屋有限公司 The recyclable foundation structure and its construction method of container-type building

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