CN106193081B - A kind of draining assembled basic structure for moving house certainly - Google Patents
A kind of draining assembled basic structure for moving house certainly Download PDFInfo
- Publication number
- CN106193081B CN106193081B CN201610795465.XA CN201610795465A CN106193081B CN 106193081 B CN106193081 B CN 106193081B CN 201610795465 A CN201610795465 A CN 201610795465A CN 106193081 B CN106193081 B CN 106193081B
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- girder
- concrete
- crossbeam
- concrete precast
- main beam
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Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D19/00—Keeping dry foundation sites or other areas in the ground
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- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
Abstract
The invention discloses a kind of from draining assembled basic structure for moving house, including the concrete prefabricated block array extending into ground, be cast in along concrete precast block array row to extending direction ground two sides for draining the bright ditch of concrete and the steel collar tie beam that is mounted on concrete prefabricated block array and arranges according to prefabricated house modulus, backplane array is installed on steel collar tie beam, backplane array includes multiple bottom plates that splicing is laid, two adjacent back plate connections bottoms are equipped with the guiding gutter steel construction with the bright ditch cooperation of concrete, steel collar tie beam is fixed on concrete prefabricated block array using connector, the bright ditch upper level of concrete is lower than ground.It is of the invention novel in design, prefabricated house foundation construction speed is accelerated, reduces the disposable investment of material and manpower, had not only met underlying strength requirement, but also increase the material number of turnover and service life, realize the zero-emission of building waste, saved cost.
Description
Technical field
The invention belongs to technical field of building construction, and in particular to a kind of from draining assembled basic structure for moving house.
Background technique
Assembled prefabricated house uses room with staying as office, is that building trade faces and builds important component part in construction, makes
Higher with rate, traditional prefabricated house basis way needs hand excavation cubic metre of earth, brick foundation bed course concrete placings, and brick foundation is built, coagulation
The construction of soil beam, the backfill of the room heart, flooring cushion construction, ground tile paving, complex procedures are long in time limit；Using concrete ground beam
With one layer of ground integrated construction, although accelerating the duration than traditional reinforced concrete circle beam base section, having saved template branch
If the expense with room heart backfilling of earthwork, but still there are problems that have enough to meet the need and generating a large amount of rubbish, conventional assembled is living
Dynamic foundations plinth adds the ways such as plain concrete collar tie beam using plain concrete strip footing or brick foundation, though house itself, which can have enough to meet the need, to be made
With, but existence foundation and ground are disposable investment, the disadvantages of cannot being reused after dismounting, and generate a large amount of building wastes.
Therefore, nowadays lack a kind of draining assembled basic structure for moving house certainly, solve long in time limit, manpower disposable investment greatly,
The problems such as material can not have enough to meet the need, service life is short realizes the zero-emission of building waste, has saved cost.
Summary of the invention
In view of the above-mentioned deficiencies in the prior art, the technical problem to be solved by the present invention is that providing a kind of from draining dress
It is novel in design rationally to accelerate prefabricated house foundation construction speed with formula basic structure for moving house, reduce material and manpower
Disposable investment, had not only met underlying strength requirement, but also increase the material number of turnover and service life, and had realized building waste
Zero-emission, saved cost, it is practical, convenient for promote the use of.
In order to solve the above technical problems, the technical solution adopted by the present invention is that: it is a kind of from draining assembled prefabricated house basis
Structure, it is characterised in that: including extend into ground concrete prefabricated block array, along the concrete precast block array row to
Extending direction be cast in the ground two sides for draining the bright ditch of concrete be mounted on the concrete prefabricated block array
And the steel collar tie beam arranged according to prefabricated house modulus, backplane array, the backplane array are installed on the steel collar tie beam
Including multiple bottom plates that splicing is laid, two adjacent back plate connections bottoms are equipped with the guiding gutter with the bright ditch cooperation of concrete
Steel construction, the steel collar tie beam are fixed on the concrete prefabricated block array using connector, table on the bright ditch of concrete
Face height is lower than the ground；
The concrete prefabricated block array is made of three row N column concrete precast blocks, N=2n+1, wherein n is positive integer
And n >=1；Girder is installed, in N column concrete precast block on the odd column concrete precast block in N column concrete precast block
Time girder, the two row concrete precast block of head and the tail in three row N column 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 and are all connected with the girder and the secondary girder, the crossbeam and company
Three continuous concrete precast blocks, which cooperate, to be fixed, and the crossbeam includes intermediate transverse girder and two end cross connecting with intermediate transverse girder
Beam, the girder include two end girders and multiple middle girders, and the connector includes for connecting end crossbeam and end
The end connector of portion's girder and secondary main beam connections for connecting time girder and the crossbeam, and for connecting intermediate master
The first main beam connections and the second main beam connections of beam and the crossbeam, the girder, secondary girder and the crossbeam form institute
State steel collar tie beam.
Above-mentioned is a kind of from draining assembled basic structure for moving house, it is characterised in that: the outer edge of the backplane array
On be provided with multiple connection otic placodes, connection otic placode is by extending into the reinforcing bar strut support of underground.
Above-mentioned is a kind of from draining assembled basic structure for moving house, it is characterised in that: the end connector is T shape end
Head connector, end crossbeam and end girder are separately fixed at the two sides of T shape end connector.
It is above-mentioned a kind of from draining assembled basic structure for moving house, it is characterised in that: the quantity of the intermediate transverse girder is
It is multiple.
Above-mentioned is a kind of from draining assembled basic structure for moving house, it is characterised in that: the middle girder and the cross
Liang Lianjieweizhichu is provided with first main beam connections and two the second main beam connections, two the second main beam connections point
Not Wei Yu middle girder two sides and connect with the crossbeam.
Above-mentioned is a kind of from draining assembled basic structure for moving house, it is characterised in that: the secondary girder and the crossbeam
Setting is there are two time main beam connections at link position, and two main beam connections are located at two sides of time girder and and institute
State crossbeam connection；The girder, secondary girder and the crossbeam are quarter bend.
Above-mentioned is a kind of from draining assembled basic structure for moving house, it is characterised in that: the height of the concrete precast block
Degree is 200mm~300mm, and concrete precast block is C20 grade concrete.
Compared with the prior art, the present invention has the following advantages:
1, the present invention reduces the laying of way of concrete foundations, both by the way that the fixed steel collar tie beam of concrete prefabricated block array is arranged
Underlying strength requirement is met, the zero-emission of building waste is realized, has saved cost, convenient for promoting the use of.
2, the present invention connects end crossbeam and end girder by end connector, is connected by secondary main beam connections secondary main
Beam and the 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, guiding gutter steel construction is arranged in bottom of the present invention at two adjacent bottom plate link positions, while in roadbed
Concrete gutter drainage is arranged in two sides, avoids the erosion for preventing rainwater to roadbed while influence of the indoor water-leakage for roadbed,
Reduce the possibility of subgrade settlement, complete function.
4, the present invention is novel in design rationally, increases the material number of turnover and service life, dismantles easy for installation, practicability
By force, convenient for popularization and use.
In conclusion the present invention is novel in design, rationally structure is simple, high reliablity few using element, low cost, by ring
Temperature change influence in border is small, can transmit the warning message of elevator in time and delay is short, small in size, dismantles easy for installation, reliability
Height, it is practical, convenient for promoting the use of.
Below by drawings and examples, technical scheme of the present invention will be described in further detail.
Detailed description of the invention
Fig. 1 is the structural diagram of the present invention.
Fig. 2 is the structural schematic diagram that Fig. 1 removes bottom plate and the bright ditch of concrete.
Fig. 3 is the partial enlarged view in Fig. 2 at A.
Fig. 4 is the partial enlarged view in Fig. 2 at B.
Fig. 5 be in Fig. 4 time girder towards right structural schematic diagram
Fig. 6 is the partial enlarged view in Fig. 2 at C.
Fig. 7 be bottom plate of the present invention, the bright ditch of concrete, guiding gutter steel construction, connection otic placode and reinforcing bar strut installation site
Relation schematic diagram.
Description of symbols:
1-end crossbeam；2-intermediate transverse girders；3-end girders；
4-secondary girders；5-middle girders；6-concrete precast blocks；
7-the first main beam connections；8-the second main beam connections；9-end connectors；
10-secondary main beam connections；11-bottom plates；The bright ditch of 12-concrete；
13-guiding gutter steel constructions；14-connection otic placodes；15-reinforcing bar struts.
Specific embodiment
As shown in Figures 1 to 6, the present invention includes the concrete prefabricated block array extending into ground, along the concrete
Prefabricated section array row to extending direction be cast in the ground two sides for draining the bright ditch of concrete 12 and be mounted on described mix
The steel collar tie beam arranged on the prefabricated block array of soil and according to prefabricated house modulus is coagulated, bottom plate battle array is installed on the steel collar tie beam
Column, the backplane array include multiple bottom plates 11 that splicing is laid, and adjacent two bottom plates, 11 junction bottom is equipped with and mixes
The guiding gutter steel construction 13 that the solidifying bright ditch 12 of soil cooperates, the steel collar tie beam are fixed on the concrete precast block battle array using connector
On column, bright 12 upper level of ditch of concrete is lower than the ground；
It should be noted that the length of prefabricated house and width using K as modulus, every K=1.82m, 2K be 1 between, in the present embodiment,
Prefabricated house is calculated between every layer three with double-layer structure, and three overall sizes are 10.96m × 5.54m, the crossbeam and the master
Beam uses 140mm × 80mm × 5mm rectangle steel, and secondary beam uses 80mm × 80mm × 5mm rectangle steel, and connection type uses φ
8mm is bolted, and the crossbeam is a tooling member length by every 2K, and the girder and time 4 processing length of girder are 5.54m,
It according to the condition for building place is faced, is readily transported and manual handling, is conducive to the control of quantity, convenient for the versatility of component.
It should be noted that guiding gutter steel construction 13 is arranged in the bottom at two adjacent 11 link positions of bottom plate, simultaneously
In the two sides of roadbed, the bright ditch 12 of setting concrete is drained, and avoids preventing rainwater from satisfying the need while influence of the indoor water-leakage for roadbed
The erosion of base reduces the possibility of subgrade settlement.
The concrete prefabricated block array is made of three row N column concrete precast blocks 6, N=2n+1, wherein n is positive integer
And n >=1；Girder is installed, in N column concrete precast block 6 on the odd column concrete precast block 6 in N column concrete precast block 6
Even column concrete precast block 6 on time girder 4 is installed, the two row concrete of head and the tail in three row N column concrete precast blocks 6 is pre-
The crossbeam that multiple head and the tail are sequentially connected and are all connected with the girder and the secondary girder 4, the cross are respectively arranged on clamp dog 6
Beam and the cooperation of continuous three concrete precast blocks 6 are fixed, and the crossbeam includes intermediate transverse girder 2 and connect with intermediate transverse girder 2
Two end crossbeams 1, the girder include two end girders 3 and multiple middle girders 5, and the connector includes for connecting
Secondary main beam connections 10 of the end crossbeam 1 with the end connector 9 of end girder 3 and for connecting time girder 4 with the crossbeam,
And the first main beam connections 7 and the second main beam connections 8 for connecting middle girder 5 Yu the crossbeam, it is the girder, secondary
Girder 4 and the crossbeam form the steel collar tie beam.
In actual use, prefabricated house quantity is set according to demand, the width of two girders is the width of a prefabricated house, one
Between one girder 4 of setting in prefabricated house, can increase prefabricated house quantity by successively cascade mode, it is public between two prefabricated houses
With a middle girder 5 and a partition plate.
As shown in fig. 7, being provided with multiple connection otic placodes 14 on the outer edge of the backplane array in the present embodiment, connect
Otic placode 14 is supported by extending into the reinforcing bar strut 15 of underground, and connection otic placode 14 guarantees whole flatness and rigidity and entirety
Property.
In the present embodiment, the end connector 9 is T shape end connector, and end crossbeam 1 and end girder 3 are solid respectively
It is scheduled on the two sides of T shape end connector.
In the present embodiment, the quantity of the intermediate transverse girder 2 is multiple.
In the present embodiment, first main beam connections 7 are provided at the middle girder 5 and the crossbeam link position
With two the second main beam connections 8, two the second main beam connections 8 be located at the two sides of middle girder 5 and with the cross
Beam connection.
It is connect it should be noted that being provided with first girder at the middle girder 5 and the crossbeam link position
Part 7 and two the second main beam connections 8, the crossbeam are 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 are used for while fixing the crossbeam, and one in two the second main beam connections 8 the
Two main beam connections 8 are used to be fixedly mounted with an intermediate transverse girder 2, another second master in two the second main beam connections 8
Beam connection 8 is used to be fixedly mounted with another intermediate transverse girder 2 or an end crossbeam 1.
In the present embodiment, time main beam connections 10 there are two settings at the secondary girder 4 and the crossbeam link position, two
A secondary main beam connections 10 are located at the two sides of time girder 4 and connect with the crossbeam；The girder, secondary girder 4 and institute
Stating crossbeam is quarter bend.
It should be noted that be arranged at the secondary girder 4 and the crossbeam link position there are two time main beam connections 10,
The crossbeam is intermediate transverse girder 2 or end crossbeam 1, and one main beam connections 10 in two main beam connections 10 are for connecting
The side of secondary girder 4 and intermediate transverse girder 2 or end crossbeam 1, another secondary main beam connections in two main beam connections 10
10 for connecting the other side and intermediate transverse girder 2 or the end crossbeam 1 of time girder 4.
In the present embodiment, the height of the concrete precast block 6 is 200mm~300mm, and concrete precast block 6 is C20
Grade concrete.
The present invention is in use, be laid out planning to the position of prefabricated house at the scene, to roadbed using 250mm thickness 2:8 ash
Soil pressure reality leveling, and the bright ditch 12 of concrete is built in the roadbed two sides along the roadbed length direction；Multiple concrete
The form that prefabricated section 6 is arranged with three row N is according to the head and the tail two in prefabricated house modulus embedment roadbed, in three row N column concrete precast blocks 6
Concrete precast block 6 of the row concrete precast block 6 apart from center row is equidistant, and adjacent the two of the concrete prefabricated block array
Column concrete precast block 6 is equidistant, and the depth that multiple concrete precast blocks 6 are embedded to the roadbed is concrete precast block 6
The half of height keeps multiple concrete precast blocks 6 to be respectively positioned in same level using level measurement, control error ±
Within 3mm；The girder, secondary girder 4 and the crossbeam are fixed on concrete precast block 6 using 12 expansion bolt of Φ, then
With 8 bolt of Φ by the girder, secondary girder 4 and the mutual assembly connection of the crossbeam, with installation with inspection, adjacent two elevation difference beam is not
It obtains and is greater than 2mm, after being installed, detected in steel collar tie beam end quadrangle with level, height difference is not greater than 5mm；To spell
The mode connect is laid with multiple bottom plates 11, and the junction bottom of two adjacent bottom plates 11 will be lived by installing guiding gutter steel construction 13
Dynamic premises face aproll is led in the bright ditch 12 of concrete, passes through multiple connections on the outer edge for the backplane array that multiple bottom plates 11 form
Otic placode 14 is fixed on big ground, and complete function, the foundation structure number of turnover is mostly long with service life, reduces material and manpower
Disposable investment, meet underlying strength requirement, using effect is good.
The above is only presently preferred embodiments of the present invention, is not intended to limit the invention in any way, it is all according to the present invention
Technical spirit any simple modification to the above embodiments, change and equivalent structural changes, still fall within skill of the present invention
In the protection scope of art scheme.
Claims (4)
1. a kind of from draining assembled basic structure for moving house, it is characterised in that: concrete prefabricated in ground including extending into
Block array, along the concrete precast block array row to extending direction be cast in the ground two sides for draining concrete it is bright
Ditch (12) and the steel collar tie beam for being mounted on the concrete prefabricated block array and arranging according to prefabricated house modulus, the steel
Backplane array is installed, the backplane array includes multiple bottom plates (11) that splicing is laid, two adjacent bottom plates on collar tie beam processed
(11) junction bottom is equipped with the guiding gutter steel construction (13) with the bright ditch of concrete (12) cooperation, and the steel collar tie beam is using company
Fitting is fixed on the concrete prefabricated block array, and the bright ditch of concrete (12) upper level is lower than the ground, is kept away
Exempt from the erosion for preventing rainwater to roadbed while influence of the indoor water-leakage for roadbed, reduces the possibility of subgrade settlement；
The concrete prefabricated block array is made of three row N column concrete precast blocks (6), N=2n+1, wherein n be positive integer and
n≥1；Girder, N column concrete precast block are installed on the odd column concrete precast block (6) in N column concrete precast block (6)
(6) time girder (4), the head and the tail in three row N column concrete precast blocks (6) are installed on the even column concrete precast block (6) in
Multiple head and the tail are respectively arranged on two row concrete precast blocks (6) to be sequentially connected and equal with the girder and the secondary girder (4)
The crossbeam of connection, the crossbeam and the cooperation of continuous three concrete precast blocks (6) are fixed, and the crossbeam includes intermediate transverse girder
(2) and with intermediate transverse girder (2) two end crossbeams (1) connecting, the girder include two end girders (3) and multiple centres
Girder (5), the connector include end connector (9) for connecting end crossbeam (1) and end girder (3) and for connecting
Connect the secondary main beam connections (10) of time girder (4) and the crossbeam, and for connecting middle girder (5) and the crossbeam
One main beam connections (7) and the second main beam connections (8), the girder, secondary girder (4) and the crossbeam form the steel circle
Beam；
It is provided on the outer edge of the backplane array multiple connection otic placodes (14), connection otic placode (14) is by extending into underground
Reinforcing bar strut (15) support；
The end connector (9) is T shape end connector, and end crossbeam (1) and end girder (3) are separately fixed at the T
The two sides of shape end connector；
The height of the concrete precast block (6) is 200mm~300mm, and concrete precast block (6) is C20 grade concrete.
2. described in accordance with the claim 1 a kind of from draining assembled basic structure for moving house, it is characterised in that: described intermediate horizontal
The quantity of beam (2) is multiple.
3. described in accordance with the claim 1 a kind of from draining assembled basic structure for moving house, it is characterised in that: described intermediate main
It is provided with first main beam connections (7) and two the second main beam connections (8) at beam (5) and the crossbeam link position,
Two the second main beam connections (8) are located at the two sides of middle girder (5) and connect with the crossbeam.
4. described in accordance with the claim 3 a kind of from draining assembled basic structure for moving house, it is characterised in that: the secondary girder
(4) and at the crossbeam link position there are two time main beam connections (10), two main beam connections (10) difference positions for setting
In secondary girder (4) two sides and connect with the crossbeam；The girder, secondary girder (4) and the crossbeam are quarter bend.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610795465.XA CN106193081B (en) | 2016-08-31 | 2016-08-31 | A kind of draining assembled basic structure for moving house certainly |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610795465.XA CN106193081B (en) | 2016-08-31 | 2016-08-31 | A kind of draining assembled basic structure for moving house certainly |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106193081A CN106193081A (en) | 2016-12-07 |
| CN106193081B true CN106193081B (en) | 2019-01-29 |
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ID=58086383
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610795465.XA Active CN106193081B (en) | 2016-08-31 | 2016-08-31 | A kind of draining assembled basic structure for moving house certainly |
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| CN (1) | CN106193081B (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106812042A (en) * | 2017-03-09 | 2017-06-09 | 陕西建工第五建设集团有限公司 | A kind of assembling steel plate road structure and construction method |
| 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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| 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 |
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2016
- 2016-08-31 CN CN201610795465.XA patent/CN106193081B/en active Active
Patent Citations (7)
| 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 |
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| CN106193081A (en) | 2016-12-07 |
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