CN107386253A - A kind of ground-based supports structure of building - Google Patents
A kind of ground-based supports structure of building Download PDFInfo
- Publication number
- CN107386253A CN107386253A CN201710784297.9A CN201710784297A CN107386253A CN 107386253 A CN107386253 A CN 107386253A CN 201710784297 A CN201710784297 A CN 201710784297A CN 107386253 A CN107386253 A CN 107386253A
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- China
- Prior art keywords
- ground
- fixedly connected
- montant
- support
- cross bar
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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
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/0007—Base structures; Cellars
Abstract
The invention discloses a kind of ground-based supports structure of building, including ground-based supports body, ground based devices are fixedly connected with the inside of the ground-based supports body, cross bar and montant have been respectively fixedly connected with the front surface of described ground based devices, obelisk is fixedly connected with the top of the cross bar, clamping apparatus is fixedly connected between the left side of the cross bar and the upside of montant, ground pilum slot is offered on the surface of the montant, water-storing device is fixedly connected between the downside of the cross bar and the right side of montant, catch basin is offered on the front of the water-storing device.The present invention consolidates device, support bar and the lower earthwork by ground and coordinated, reach and be arranged on by consolidating device in ground in the lower earthwork, and ground consolidates device between the two support earthwork, it is fixed so as to consolidate device to ground by two support earthwork, it is simultaneously convenient to its placing concrete, as the support to building.
Description
Technical field
The present invention relates to construction engineering technical field, the ground-based supports structure of specially a kind of building.
Background technology
Ground, refer to the soil body or rock mass of supporting base below building.Be not belonging to building part, but it to ensure
The firm of building durable has very important effect.Ground has subsoil and the class of artificial foundation two.Subsoil is not
The natural soil layer for needing people to reinforce.Artificial foundation needs people's consolidation process, common to have aggregate chips bed course, sand bedding course and mixing dirt to return
Fill out and tamp again, intensity-ground there will be enough bearing capacities；The settling amount of deformation-ground need to control within the specific limits,
Secondly the settlement of foundation difference of different parts can not be too big, and otherwise building top can produce craze and transfiguration；Stabilization-ground will have
The ability in terms of toppling with unstability is prevented, the ground from the perspective of site operation, ground can be divided into subsoil and people
Building site base.Ground is exactly the ground supporting course of pressure-bearing below basis.Subsoil is can to meet to undertake basis under nature
Whole load requirement, it is not necessary to which the natural soil layer that people reinforces, it saves construction costs, it is not necessary to the ground of artificial treatment.Naturally
Foundation soil is divided into four major classes：Rock, gravelly soil, sand and cohesive soil.Artificial foundation：By artificial treatment or the ground of improvement.
When the geological state of soil layer is preferable, subsoil can be used when bearing capacity is stronger；And under conditions of geological state is bad, such as
Hillside fields, sand ground or mud geology, although or soil layer quality it is preferable, when upper load is excessive, to make ground that there is enough hold
Loading capability, then will use artificially reinforced subgrade, i.e. artificial foundation, but at present when support of the construction site to supporter
Occur, the supporting construction that ground is not sufficiently stable and causes to build mist is by impression.
The content of the invention
(1) technical problem solved
In view of the shortcomings of the prior art, the invention provides a kind of ground-based supports structure of building, solves ground not
The problem of enough stablizing and influenceing building supporting construction.
(2) technical scheme
To achieve the above object, the present invention provides following technical scheme：A kind of ground-based supports structure of building, including ground
Base supports body, and ground based devices are fixedly connected with the inside of the ground-based supports body, are divided on the front surface of described ground based devices
Be not fixedly connected with cross bar and montant, be fixedly connected with obelisk at the top of the cross bar, the left side of the cross bar and montant it is upper
Clamping apparatus is fixedly connected between side, ground pilum slot is offered on the surface of the montant, the downside of the cross bar is with erecting
Water-storing device is fixedly connected between the right side of bar, catch basin, the bottom of the wall are offered on the front of the water-storing device
Portion is fixedly connected with concrete foundation under wall, and pile, the wall have been fixedly connected with left and right sides of the bottom of concrete supported beam under the wall
The side of lower concrete supported beam is fixedly connected with rubble cement block, and ground pilum, institute are fixedly connected with the top of described ground pilum slot
The top base for stating ground pilum is fixedly connected with fixing device, and the bottom of the fixing device is fixedly connected with supporting table, described
Slotting native pillar has been fixedly connected with left and right sides of the top of supporting table, support has been fixedly connected with left and right sides of described ground foundation trench
Cubic metre of earth, the bottom of described ground foundation trench is fixedly connected with the lower earthwork, the fixed company in the left and right sides on the top surface of the lower earthwork
It is connected to ground and consolidates device, the ground that the ground consolidates device is consolidated support bar is fixedly connected with the inside of device, the branch
The outside of strut consolidates the inner side of device through ground and is fixedly connected with sleeve joint device, supports fixed company on the inner surface of the earthwork
Reinforcing bar tiling device is connected to, box body support device, the casing are fixedly connected with the top of described ground based devices
Top plate is fixedly connected with the top of support meanss, ground pilum, the case supports dress are fixedly connected with the front of the top plate
The bottom put is fixedly connected with lower baffle plate, and side plate, the underground dress are fixedly connected between the top of the lower baffle and top plate
The top put is fixedly connected with ground based devices, and the first basement, first ground are fixedly connected with the top of described ground based devices
The second basement is fixedly connected with the top of lower room, the 3rd basement is fixedly connected with the top of second basement, it is described
Elevator is fixedly connected between first basement and the 3rd basement, is fixedly connected with the top of the left and right sides of the underground device
Grade, fixed block is fixedly connected with the downside of the grade, the bottom of the fixed block is fixedly connected with support column,
Moisture absorption plate is fixedly connected between the support column and the first basement and the second basement.
Preferably, the quantity of described ground pilum is four, and the structure size all same of four ground pilums, described ground pilum
Pour and put in the top face of top plate for concrete.
Preferably, the quantity of the side plate is four, and the structure size all same of four side plates, the length of the side plate
For three meters.
Preferably, the quantity that the ground consolidates device is two, and two grounds consolidate device and are fixedly connected on lower soil
In side.
Preferably, the quantity of the cross bar is three, and the identical length of three cross bars is same, and the cross bar is to be arranged on soil
It is interior.
Preferably, the quantity of the montant is three, and ground pilum slot is offered in the top face of three montants,
The montant is arranged on Tu Mianshang.
Preferably, the quantity of the clamping apparatus is three, and the structure size all same of three clamping apparatus is described
Clamping apparatus is between cross bar and montant.
Preferably, the quantity of the fixed block is two, and the structure size all same of two fixed blocks, the fixed block
Downside be fixedly connected with moisture absorption plate.
(3) beneficial effect
The invention provides a kind of ground-based supports structure of building.Possesses following beneficial effect：
(1) present invention consolidates device, support bar and the lower earthwork by ground and coordinated, and has reached by consolidating device in ground
It is arranged in the lower earthwork, and ground consolidates device between the two support earthwork, so as to support the earthwork over the ground by two
Base is consolidated device and is fixed, while conveniently to its placing concrete, as the support to building.
(2) present invention by ground pilum, supporting table and inserts native stanchions, has reached by consolidating at the top for inserting native pillar
Surely supporting table is connected with, secondly by being fixedly connected with fixing device at the top of supporting table, and wherein fixing device is over the ground
The fixation of pilum, avoid when construction of buildings, the stabilization of ground pilum, and caused security threat.
(3) present invention has been reached by wall by the cooperation of concrete supported beam, rubble cement block and pile under wall, wall
The bottom of body is fixedly connected with concrete supported beam under wall, can be right by descending the side equipment of concrete supported beam to have rubble cement block by force
The guiding of underground water, avoid to damaging concrete supported beam under wall, so as to be destroyed to it.
(4) present invention by montant, cross bar, water-storing device and catch basin coordinate, reached by the right side of montant with horizontal stroke
Water-storing device is fixedly connected between the downside of bar, and catch basin is offered in the middle part of water-storing device, passes through catch basin
The intrinsic water of ground-based supports is saved, avoid when ground has been created, and can be to left by the rainy day
Water is saved.
(5) present invention has been reached by solid between top plate and lower baffle plate by coordinating between top plate, lower baffle and side plate
Surely side plate is connected with, the support to top plate and lower baffle is carried out by side plate, avoids the occurrence of the depression of ground-based supports body.
Brief description of the drawings
Fig. 1 is ground-based supports body top view of the present invention；
Fig. 2 is concrete supported beam side view under wall of the present invention；
Fig. 3 is present invention ground pilum front view；
Fig. 4 is that ground of the present invention consolidates device side view；
Fig. 5 is box body support device structural representation of the present invention；
Fig. 6 is underground device structural representation of the present invention.
In figure：1 ground-based supports body, 2 ground based devices, 3 ground pilum slots, 4 montants, 5 clamping apparatus, 6 obelisks, 7 cross bars,
Concrete supported beam under 8 catch basins, 9 water-storing devices, 10 walls, 11 walls, 12 piles, 13 ground pilums, 14 fixing devices, 15 supporting tables,
16 insert native pillar, 17 rubble cement blocks, 18 support bars, 19 sleeve joint devices, 20 reinforcing bar tiling devices, the 21 support earthwork, 22 grounds
Consolidate device, the 23 times earthwork, 24 box body support devices, 25 lower baffle plates, 26 side plates, 27 moisture absorption plates, 28 top plates, 29 first undergrounds
Room, 30 underground devices, 31 elevators, 32 the 3rd basements, 33 second basements, 34 grades, 35 fixed blocks, 36 support columns.
Embodiment
Below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is carried out clear, complete
Site preparation describes, it is clear that described embodiment is only part of the embodiment of the present invention, rather than whole embodiments.It is based on
Embodiment in the present invention, those of ordinary skill in the art are obtained every other under the premise of creative work is not made
Embodiment, belong to the scope of protection of the invention.
As shown in figures 1 to 6, the present invention provides a kind of technical scheme：A kind of ground-based supports structure of building, including ground
Body (1) is supported, is fixedly connected with ground based devices (2) on the inside of ground-based supports body (1), on the front surface of ground based devices (2)
Be respectively fixedly connected with cross bar (7) and montant (4), be fixedly connected with obelisk (6) at the top of cross bar (7), the left side of cross bar (7) with
Clamping apparatus (5) is fixedly connected with the upside of montant (4), ground pilum slot (3), cross bar (7) are offered on the surface of montant (4)
Downside and montant (4) right side between be fixedly connected with water-storing device (9), offer water storage on the front of water-storing device (9)
Groove (8), the bottom of wall (10) are fixedly connected with concrete foundation under wall (11), under wall at left and right sides of the bottom of concrete supported beam (11)
It is fixedly connected with pile (12), the side of concrete supported beam (11) is fixedly connected with rubble cement block (17), ground pilum slot under wall
(3) ground pilum (13) is fixedly connected with the top of, the top base of ground pilum (13) is fixedly connected with fixing device (14), fixed
The bottom of device (14) is fixedly connected with supporting table (15), has been fixedly connected with left and right sides of the top of supporting table (15) and has inserted soil branch
Post (16), the support earthwork (21) has been fixedly connected with left and right sides of ground foundation trench (40), the bottom of ground foundation trench (40) is fixedly connected
There is the lower earthwork (23), the left and right sides has been fixedly connected with ground and consolidates device (22), ground on the top surface of the lower earthwork (23)
The ground for consolidating device (22) is consolidated on the inside of device (22) and is fixedly connected with support bar (18), and the outside of support bar (18) is run through
Ground consolidates the inner side of device (22) and is fixedly connected with sleeve joint device (19), is fixedly connected on the inner surface of the support earthwork (21)
There is reinforcing bar tiling device (20), box body support device (24), casing are fixedly connected with the top of ground based devices (2)
Top plate (28) is fixedly connected with the top of support meanss (24), ground pilum (13), case are fixedly connected with the front of top plate (28)
The bottom of body supporting device (24) is fixedly connected with lower baffle plate (25), fixed between the top of lower baffle (25) and top plate (28) to connect
Side plate (26) is connected to, ground based devices (2) are fixedly connected with the top of underground device (30), the top of ground based devices (2), which is fixed, to be connected
The first basement (29) is connected to, the second basement (33), the second basement are fixedly connected with the top of the first basement (29)
(33) the 3rd basement (32) is fixedly connected with the top of, is fixedly connected between the first basement (29) and the 3rd basement (32)
There is an elevator (31), be fixedly connected with grade (34) at the top of the left and right sides of underground device (30), under grade (34)
Side is fixedly connected with fixed block (35), and the bottom of fixed block (35) is fixedly connected with support column (36), support column (36) and first
Moisture absorption plate (27) is fixedly connected between basement (29) and the second basement (33), the quantity of ground pilum (13) is four, and
The structure size all same of four ground pilums (13), ground pilum (13) pour the top face put in top plate (28) for concrete
On, the quantity of side plate (26) is four, and the structure size all same of four side plates (26), and the length of side plate (26) is three meters,
The quantity that ground consolidates device (22) is two, and two grounds are consolidated device (22) and are fixedly connected in the lower earthwork (23), its
The top of the earthwork (23) under middle being arranged on that two grounds are consolidated to device (22), so as to consolidate device to two grounds
(22) protected, the quantity of cross bar (7) is three, and the identical length of three cross bars (7) is same, and cross bar (7) is to be arranged on soil
Interior, the quantity of clamping apparatus (5) is three, and the structure size all same of three clamping apparatus (5), clamping apparatus (5) is positioned at horizontal stroke
Between bar (7) and montant (4), the quantity of fixed block (35) is two, and the structure size all same of two fixed blocks (35), Gu
Determine to be fixedly connected with moisture absorption plate (27) on the downside of block (35), by setting moisture absorption plate (27) in the outward flange of wall (10), so as to
Pair treatment can be highly desirable to the control of the moisture absorption to the protection of wall (10), when room located underground, so as in underground
Interior is provided with the thing of moisture absorption plate (27) the stone most important thing, consequently facilitating stable building ground occurs not by the immersion of underground water
The problem of destroyed.
In use, by being fixedly connected with cross bar (7) and montant (4) on the front of ground based devices (2), and in cross bar
(7) water-storing device (9) is fixedly connected between left side and the right side of montant (4), so as on the surface by water-storing device (9)
Catch basin (8) is offered, so as to the carry out Water storage to catch basin (8), avoids the broken of ponding based devices (2) over the ground
It is bad, secondly by ground pilum slot (3) is offered on the front of montant (4), fixed secondly by the top of wall (10)
Concrete supported beam under wall (11) is connected with, rubble cement block (17) is fixedly connected with by the side of concrete supported beam under wall (11), from
And harm of the reduction to underground water that can be to concrete supported beam under wall (11), avoid being in for a long time in underground water so that wall
The base back of the body destroys, secondly by fixing device (14) is fixedly connected with the top of ground pilum (13), by fixing device (14)
Bottom is fixedly connected with supporting table (15), by being fixedly connected with slotting native pillar (16) in the bottom of supporting table (15), so as to
Insertion to earth's surface, so as to fix its device, and fixing device (14) can pilum (13) over the ground fixation, it is secondly logical
Crossing at left and right sides of ground notch to be fixedly connected with supports the earthwork (21) with the Forbidden City support earthwork (21) consolidate ground
The protection of device (22), support bar (18) secondly is fixedly connected between ground consolidates device (22), so as to consolidate ground
It is fixedly mounted with and puts (22) progress casting cement, so as to the protection to ground, secondly by the top of box body support device (24)
Top plate (28) is fixedly connected with, lower baffle (25) is fixedly connected with the bottom of box body support device (24), and in lower baffle plate
(25) side plate (26) is fixedly connected between support meanss (24), so as to the fixation to box body support device (24).
Can to sum up obtain, device (22) be consolidated by ground, support bar (18) and the lower earthwork (23) coordinate, reached by
Ground is consolidated device (22) and is arranged in the lower earthwork (23), and ground consolidate device (22) positioned at two support the earthwork (21) it
Between, so as to consolidate device (22) to ground by two support earthwork (21) and be fixed, while conveniently to its placing concrete,
As the support to building, by ground pilum (13), supporting table (15) and native pillar (16) cooperation is inserted, has been reached by inserting
Supporting table (15) is fixedly connected with the top of native pillar (16), fixation is fixedly connected with secondly by the top of supporting table (15)
Device (14), and wherein fixing device (14) is the fixation of pilum (13) over the ground, is avoided when construction of buildings, ground pilum
(13) stabilization, and caused security threat, pass through concrete supported beam (11), rubble cement block (17) and stake under wall (10), wall
The cooperation of post (12), reach by being fixedly connected with concrete supported beam (11) under wall in the bottom of wall (10), by descending concrete by force
The side equipment of support beam (11) has rubble cement block (17), and the guiding of underground water can be avoided supporting to damaging concrete under wall
Beam (11), so as to be destroyed to it, coordinated by montant (4), cross bar (7), water-storing device (9) and catch basin (8), reached and passed through
Water-storing device (9) is fixedly connected with between the downside of cross bar (7) on the right side of montant (4), and in the pars intermedia of water-storing device (9)
Position offers catch basin (8), by catch basin (8) save the water in ground-based supports body (1), avoids creating
When good ground, and the water left by the rainy day can be saved, pass through top plate (28), lower baffle (25) and side plate (26)
Between coordinate, reached by being fixedly connected with side plate (26) between top plate (28) and lower baffle plate (25), passed through side plate (26)
The support to top plate (28) and lower baffle (25) is carried out, avoids the occurrence of the depression of ground-based supports body (1).
It should be noted that herein, such as first and second or the like relational terms are used merely to a reality
Body or operation make a distinction with another entity or operation, and not necessarily require or imply and deposited between these entities or operation
In any this actual relation or order.Moreover, term " comprising ", "comprising" or its any other variant are intended to
Nonexcludability includes, so that process, method, article or equipment including a series of elements not only will including those
Element, but also the other element including being not expressly set out, or it is this process, method, article or equipment also to include
Intrinsic key element.In the absence of more restrictions, the key element limited by sentence " including a reference structure ", is not arranged
Except other identical element in the process including the key element, method, article or equipment being also present.
Although an embodiment of the present invention has been shown and described, for the ordinary skill in the art, can be with
A variety of changes, modification can be carried out to these embodiments, replace without departing from the principles and spirit of the present invention by understanding
And modification, the scope of the present invention is defined by the appended.
Claims (8)
1. a kind of ground-based supports structure of building, including ground-based supports body (1), it is characterised in that：The ground-based supports sheet
Ground based devices (2) are fixedly connected with the inside of body (1), cross bar has been respectively fixedly connected with the front surface of described ground based devices (2)
(7) obelisk (6), left side and the montant (4) of the cross bar (7) and montant (4), are fixedly connected with the top of the cross bar (7)
Clamping apparatus (5) is fixedly connected between upside, ground pilum slot (3), the cross bar are offered on the surface of the montant (4)
(7) water-storing device (9) is fixedly connected between downside and the right side of montant (4), is opened up on the front of the water-storing device (9)
There is a catch basin (8), the bottom of the wall (10) is fixedly connected with concrete foundation under wall (11), concrete supported beam (11) under the wall
Pile (12) it has been fixedly connected with left and right sides of bottom, the side of concrete supported beam (11) is fixedly connected with rubble cement under the wall
Block (17), ground pilum (13) is fixedly connected with the top of described ground pilum slot (3), and the top base of described ground pilum (13) is consolidated
Surely fixing device (14) is connected with, the bottom of the fixing device (14) is fixedly connected with supporting table (15), the supporting table
(15) slotting native pillar (16) has been fixedly connected with left and right sides of top, described ground foundation trench is fixedly connected with left and right sides of (40)
There is the support earthwork (21), the bottom of described ground foundation trench (40) is fixedly connected with the lower earthwork (23), the top of the lower earthwork (23)
Ground has been fixedly connected with left and right sides of on surface and has consolidated device (22), and the ground that the ground consolidates device (22) consolidates device
(22) support bar (18) is fixedly connected with the inside of, the inner side of device (22) is consolidated in the outside of the support bar (18) through ground
And sleeve joint device (19) is fixedly connected with, it is fixedly connected with reinforcing bar tiling device (20), institute on the inner surface of the support earthwork (21)
State and be fixedly connected with box body support device (24), the box body support device (24) at the top of ground based devices (2)
Top be fixedly connected with top plate (28), be fixedly connected with the front of the top plate (28) ground pilum (13), the casing branch
The bottom of support arrangement (24) is fixedly connected with lower baffle plate (25), fixed between the top of the lower baffle (25) and top plate (28) to connect
Side plate (26) is connected to, ground based devices (2), the top of described ground based devices (2) are fixedly connected with the top of the underground device (30)
Portion is fixedly connected with the first basement (29), and the second basement (33) is fixedly connected with the top of first basement (29),
The 3rd basement (32), first basement (29) and the 3rd underground are fixedly connected with the top of second basement (33)
Elevator (31) is fixedly connected between room (32), grade is fixedly connected with the top of the left and right sides of the underground device (30)
(34) fixed block (35), is fixedly connected with the downside of the grade (34), the bottom of the fixed block (35) is fixedly connected
There is support column (36), the moisture absorption is fixedly connected between the support column (36) and the first basement (29) and the second basement (33)
Plate (27).
A kind of 2. ground-based supports structure of building according to claim 1, it is characterised in that：Described ground pilum (13)
Quantity is four, and the structure size all same of four ground pilums (13), the pouring to put for concrete of described ground pilum (13) are being pushed up
In the top face of plate (28).
A kind of 3. ground-based supports structure of building according to claim 1, it is characterised in that：The number of the side plate (26)
Measure as four, and the structure size all same of four side plates (26), the length of the side plate (26) is three meters.
A kind of 4. ground-based supports structure of building according to claim 1, it is characterised in that：The ground consolidates device
(22) quantity is two, and two grounds are consolidated device (22) and are fixedly connected in the lower earthwork (23).
A kind of 5. ground-based supports structure of building according to claim 1, it is characterised in that：The number of the cross bar (7)
Measure as three, and the identical length of three cross bars (7) is same, the cross bar (7) is to be arranged in soil.
A kind of 6. ground-based supports structure of building according to claim 1, it is characterised in that：The number of the montant (4)
Measure as three, and ground pilum slot (3) is offered in the top face of three montants (4), the montant (4) is arranged on native face
On.
A kind of 7. ground-based supports structure of building according to claim 1, it is characterised in that：The clamping apparatus (5)
Quantity be three, the structure size all same of three clamping apparatus (5), the clamping apparatus (5) be located at cross bar (7) and
Between montant (4).
A kind of 8. ground-based supports structure of building according to claim 1, it is characterised in that：The fixed block (35)
Quantity is two, and the structure size all same of two fixed blocks (35), and suction is fixedly connected with the downside of the fixed block (35)
Damp plate (27).
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Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH05331865A (en) * | 1992-06-03 | 1993-12-14 | Shimizu Corp | Differential settlement reducing method of multistory building |
| JP2009280957A (en) * | 2008-05-19 | 2009-12-03 | Shimizu Corp | Prestressed foundation beam and introduction method of prestress into foundation beam |
| CN102454168A (en) * | 2010-10-15 | 2012-05-16 | 汤跃超 | Integral continuously-adjustable foundation for power transmission and transformation pole tower |
| CN103726504A (en) * | 2014-01-23 | 2014-04-16 | 北京锄禾环保技术有限公司 | Foundation structure for reducing surface water of impermeable layer base plane |
| CN203569579U (en) * | 2013-10-14 | 2014-04-30 | 许建财 | Building foundation |
| CN204000469U (en) * | 2014-02-28 | 2014-12-10 | 中铁第四勘察设计院集团有限公司 | A kind of pile formula box road structure |
| CN205557555U (en) * | 2016-02-03 | 2016-09-07 | 海南电网有限责任公司海口供电局 | Prefabricated concatenation formula case becomes basis |
-
2017
- 2017-09-04 CN CN201710784297.9A patent/CN107386253B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH05331865A (en) * | 1992-06-03 | 1993-12-14 | Shimizu Corp | Differential settlement reducing method of multistory building |
| JP2009280957A (en) * | 2008-05-19 | 2009-12-03 | Shimizu Corp | Prestressed foundation beam and introduction method of prestress into foundation beam |
| CN102454168A (en) * | 2010-10-15 | 2012-05-16 | 汤跃超 | Integral continuously-adjustable foundation for power transmission and transformation pole tower |
| CN203569579U (en) * | 2013-10-14 | 2014-04-30 | 许建财 | Building foundation |
| CN103726504A (en) * | 2014-01-23 | 2014-04-16 | 北京锄禾环保技术有限公司 | Foundation structure for reducing surface water of impermeable layer base plane |
| CN204000469U (en) * | 2014-02-28 | 2014-12-10 | 中铁第四勘察设计院集团有限公司 | A kind of pile formula box road structure |
| CN205557555U (en) * | 2016-02-03 | 2016-09-07 | 海南电网有限责任公司海口供电局 | Prefabricated concatenation formula case becomes basis |
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