CN207597399U - Foundation pit support device - Google Patents
Foundation pit support device Download PDFInfo
- Publication number
- CN207597399U CN207597399U CN201721508727.6U CN201721508727U CN207597399U CN 207597399 U CN207597399 U CN 207597399U CN 201721508727 U CN201721508727 U CN 201721508727U CN 207597399 U CN207597399 U CN 207597399U
- Authority
- CN
- China
- Prior art keywords
- longeron
- crossbeam
- foundation pit
- supporting module
- principal post
- Prior art date
- Legal status (The legal status 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 status listed.)
- Expired - Fee Related
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model provides a kind of foundation pit support device, is related to pattern foundation pit supporting structure field.A kind of foundation pit support device, including：Multiple supporting modules, the multiple supporting module offers cavity respectively, the multiple supporting module is respectively arranged with connection structure, it linearly can be successively detachably connected by the connection structure between the multiple supporting module, when the multiple supporting module connects, the cavity of the multiple supporting module is interconnected to form working region.It is detachably connected between multiple supporting modules in the foundation pit support device, the foundation pit support device can be dismantled and be recycled at the end of engineering, not only contribute to shorten the construction period and reduce project cost, and with stronger practicability.
Description
Technical field
The utility model is related to pattern foundation pit supporting structure field, in particular to a kind of foundation pit support device.
Background technology
In base pit engineering, for foundation pit it is size-constrained when, add anchor pole or by cast-in-place steel frequently with campshed, campshed at present
The support pattern of reinforced concrete supporting construction carries out supporting, not only long construction period, and this considerably increases reinforcing bars to foundation pit
It with the dosage of concrete, and can not be recycled at the end of engineering, cause the wasting of resources.
Utility model content
The purpose of the utility model is to overcome the deficiencies of the relevant technologies, a kind of foundation pit support device are provided, convenient for scene
Foundation pit support device can be dismantled and recycled by assembling, short construction period at the end of engineering.
What the embodiment of the utility model was realized in：
A kind of foundation pit support device, including：
Multiple supporting modules, multiple supporting modules offer cavity respectively, and multiple supporting modules are respectively arranged with connection knot
Structure linearly can be successively detachably connected between multiple supporting modules by connection structure, when the multiple supporting module
During connection, the cavity of multiple supporting modules is interconnected to form working region.
Further, in the preferred embodiment of the utility model, supporting module includes the first principal post, the second principal post, the
Three principal posts and the 4th principal post, wherein, it is both provided with panel between the adjacent principal post of any two.
Further, in the preferred embodiment of the utility model, supporting module further include first crossbeam, second cross beam,
Third crossbeam and the 4th crossbeam, first crossbeam and second cross beam are connected between the first principal post and the second principal post, and third is horizontal
Beam and the 4th crossbeam are connected between third principal post and the 4th principal post.
Further, in the preferred embodiment of the utility model, supporting module further include the first longeron and the second longeron,
Third longeron and the 4th longeron, the first longeron and the second longeron are connected between the second principal post and third principal post, and third is indulged
Beam and the 4th longeron are connected between third principal post and the 4th principal post；Wherein, the first longeron, third longeron, first crossbeam
And third crossbeam is in same plane, the second longeron, the 4th longeron, second cross beam and the 4th crossbeam are in same plane.
Further, in the preferred embodiment of the utility model, supporting module further includes angle brace, the both ends difference of angle brace
It is connect with adjacent crossbeam and longeron two-by-two, collectively forms a triangular structure.
Further, in the preferred embodiment of the utility model, supporting module, which further includes, is arranged on the interior of side rail inner
Curb girder, inboard beams include fixed beam and the sliding beam for being arranged on inboard beams both ends, and fixed beam and sliding beam are separately mounted to described
On longeron inner wall.
Further, in the preferred embodiment of the utility model, supporting module further includes constructional column, adjacent two layers crossbeam
Between connected by constructional column, connected between adjacent two layers longeron by constructional column.
Further, in the preferred embodiment of the utility model, supporting module further includes wingceltis item, adjacent two layers crossbeam it
Between connected by wingceltis item, connected between adjacent two layers longeron by wingceltis item, wingceltis both ends offer slot respectively, and panel, which passes through, to be inserted
Slot is connect with wingceltis plug-in type.
Further, in the preferred embodiment of the utility model, foundation pit support device further includes inner support beam, inner support
Beam is connected between two longerons in the supporting module nearest apart from foundation pit.
A kind of foundation pit support device, including multiple supporting modules, multiple supporting modules are respectively provided with connection structure, multiple supportings
It is mutually detachably connected by connection structure between module.
The advantageous effect of said program：
The utility model provides a kind of foundation pit support device, and compared with prior art, the foundation pit support device includes
Multiple supporting modules are detachably connected between multiple supporting modules, Assembling can be carried out according to the size of foundation pit, in engineering knot
Foundation pit support device is dismantled and is recycled by Shu Shike, is not only contributed to shorten the construction period, is reduced project cost and save money
Source, and it is effectively prevented from the pollution to environment.
Description of the drawings
It, below will be to use required in embodiment in order to illustrate more clearly of the technical solution of the utility model embodiment
Attached drawing be briefly described, it should be understood that the following drawings illustrates only some embodiments of the utility model, therefore should not be by
Regard the restriction to range as, for those of ordinary skill in the art, without creative efforts, may be used also
To obtain other relevant attached drawings according to these attached drawings.
Fig. 1 is the structure diagram under the first visual angle of foundation pit support device that the utility model embodiment provides；
Fig. 2 is the structure diagram under the second visual angle of pattern foundation pit supporting structure suspension device that the utility model embodiment provides；
Fig. 3 is the crossbeam and the connection diagram of longeron and principal post that the utility model embodiment provides；
The connection diagram of the angle brace that Fig. 4 the utility model embodiments provide and crossbeam and longeron；
The connection diagram of the constructional column that Fig. 5 the utility model embodiments provide and crossbeam or longeron；
Connection diagram between wingceltis item and panel, crossbeam and longeron that Fig. 6 the utility model embodiments provide；
Fig. 7 is the structure diagram under the third visual angle of foundation pit support device that the utility model embodiment provides；
Fig. 8 is the connection diagram of protective fence that the utility model embodiment provides.
Icon：2000- foundation pit support devices；300- supporting modules；320- connection structures；100- principal posts；110- first is led
Column；The second principal posts of 120-；130- third principal posts；The 4th principal posts of 140-；111- brackets；200- panels；210- first panels；220-
Second panel；230- third panels；400- working regions；410- cavitys；500- crossbeams；510- first crossbeams；520- second is horizontal
Beam；530- third crossbeams；The 4th crossbeams of 540-；563- supporting blocks；600- longerons；The first longerons of 610-；The second longerons of 620-；
630- third longerons；The 4th longerons of 640-；700- angle braces；The first angle braces of 710-；The second angle braces of 720-；730- third angle braces；
740- fourth angles support；The 5th angle braces of 750-；760- hexagonals support；770- heptangles support；The octagonal supports of 780-；800- inboard beams；
The first inboard beams of 810-；The second inboard beams of 820-；830- third inboard beams；The 4th inboard beams of 840-；850- fixed beams；860- is slided
Dynamic beam；950- inner support beams；The first grooves of 851-；The first convex blocks of 852-；The second convex blocks of 861-；The second grooves of 862-；870-
One through-hole；The second through-holes of 880-；900- constructional columns；910- connectors；1000- wingceltis items；The first slots of 1100-；1200- second is inserted
Slot；1300- tapped through holes；920- protective fences.
Specific embodiment
Purpose, technical scheme and advantage to make the utility model embodiment are clearer, new below in conjunction with this practicality
Attached drawing in type embodiment, the technical scheme in the utility model embodiment is clearly and completely described, it is clear that is retouched
The embodiment stated is the utility model part of the embodiment, instead of all the embodiments.Usually here described in attached drawing and
The component of the utility model embodiment shown can be configured to arrange and design with a variety of different.
Therefore, the detailed description of the utility model embodiment to providing in the accompanying drawings is not intended to limit requirement guarantor below
The scope of the utility model of shield, but it is merely representative of the selected embodiment of the utility model.Based on the reality in the utility model
Apply example, those of ordinary skill in the art's all other embodiments obtained without creative efforts all belong to
In the range of the utility model protection.
It should be noted that：Similar label and letter represents similar terms in following attached drawing, therefore, once a certain Xiang Yi
It is defined in a attached drawing, does not then need to that it is further defined and explained in subsequent attached drawing.
In the description of the present invention, it should be noted that term " on ", " vertical ", " parallel ", " interior ", " outer " etc.
The orientation or position relationship of instruction are when being used based on orientation shown in the drawings or position relationship or the utility model product
The orientation or position relationship usually put are for only for ease of description the utility model and simplify description rather than instruction or dark
Show that signified device or element there must be specific orientation, with specific azimuth configuration and operation, therefore it is not intended that right
The limitation of the utility model.In addition, term " first ", " second ", " third ", " the 4th ", " the 5th ", " the 6th ", " the 7th ",
" 8th " etc. is only used for distinguishing description, and it is not intended that instruction or hint relative importance.
In the description of the present invention, it should also be noted that, unless otherwise clearly defined and limited, term " is set
Put ", " installation ", " connection " should be interpreted broadly, for example, it may be being fixedly connected or being detachably connected or integrally
Connection；It can be directly connected, can also be indirectly connected by intermediary, can be the connection inside two elements.For
For those of ordinary skill in the art, concrete meaning of the above-mentioned term in the utility model can be understood with concrete condition.
Other feature and advantage of the utility model will illustrate, also, in subsequent specification partly from specification
It becomes apparent or is understood by implementing the utility model embodiment.The purpose of this utility model and other advantages can
It realizes and obtains by specifically noted structure in the specification, claims and attached drawing write.
Embodiment
Fig. 1 is the structure diagram under the first visual angle of foundation pit support device 2000 provided by the utility model, and Fig. 2 is this
Structure diagram under second visual angle of the foundation pit support device 2000 that utility model provides, Fig. 3 are provided by the utility model
Connection diagram between crossbeam 500 and longeron 600 and principal post 100；Please refer to Fig. 1, Fig. 2 and Fig. 3, in the present embodiment, base
It cheats suspension device 2000 and includes multiple supporting modules 300, multiple supporting modules 300 offer cavity 410, multiple supporting moulds respectively
Block 300 is respectively arranged with connection structure 320, can be by connection structure 320 linearly successively between multiple supporting modules 300
It is detachably connected, when multiple supporting modules 300 connect, the cavity 410 of multiple supporting modules 300, which is interconnected, forms workspace
Domain 400.Wherein, the quantity of supporting module 300 at least one, in the present embodiment, supporting module 300 has 3.In other realities
It applies in example, the quantity of supporting module 300 may be other values, be determined with specific reference to the size of foundation pit.
In detail, supporting module 300 can include the first principal post 110, the second principal post 120, the master of third principal post 130 and the 4th
Column 140, wherein, be both provided with panel 200 between the adjacent principal post 100 of any two, panel 200 can include first panel 210,
Second panel 220, third panel 230 and fourth face plate.The material of principal post 100 can be the materials such as iron, steel, and shape can be three
Prism, cuboid etc., in the present embodiment, principal post 100 are the prefabricated lattice type steel column of cuboid.First principal post 110, the second principal post
120th, third principal post 130, the 4th principal post 140 and the panel 200 that is arranged between the adjacent principal post 100 of any two surround jointly
One support frame, wherein, support frame can be square, rectangle, trapezoidal, irregular figure etc., in the present embodiment,
First principal post 110, the second principal post 120, third principal post 130, the shape of the 4th principal post 140, in the same size, support frame are rectangular
Shape.
Side in first panel 210 close to the first principal post 110 is connect with the first principal post 110, close in first panel 210
The side of second panel 220 is connect with the second principal post 120, close to the side of the second principal post 120 and the second master in second panel 220
Column 120 connects, and is connect in second panel 220 close to the side of third principal post 130 with third principal post 130, second panel 220 and the
One panel 210 is mutually perpendicular to, and third panel 230 is connect close to the side of third principal post 130 with third principal post 130, third panel
230 connect close to the side of the 4th principal post 140 with the 4th principal post 140, and third panel 230 is vertical with second panel 220, fourth face
Plate is connect close to the side of the 4th principal post 140 with the 4th principal post 140, fourth face plate and the close side of the first principal post 110 and the
One principal post 110 connects, wherein, fourth face plate is vertical with first panel 210 and third panel 230 respectively.
Supporting module 300 further includes first crossbeam 510, second cross beam 520,530 and the 4th crossbeam 540 of third crossbeam, the
One crossbeam 510 and second cross beam 520 are connected between the first principal post 110 and the second principal post 120, third crossbeam 530 and
Four crossbeams 540 are connected between 130 and the 4th principal post 140 of third principal post.It is led respectively with first at the both ends of first crossbeam 510
Column 110 is connected with the end sidewalls of the second principal post 120, and the both ends of second cross beam 520 are connected to the first principal post 110 and second
On principal post 120 in the end sidewalls far from first crossbeam 510, wherein, first crossbeam 510 is mutually parallel with second cross beam 520.The
End sidewalls of the both ends of three crossbeams 530 respectively with 130 and the 4th principal post 140 of third principal post are connect, the both ends of the 4th crossbeam 540
It is connected in the end sidewalls far from third crossbeam 530 on 130 and the 4th principal post 140 of third principal post, wherein, third crossbeam
530 and the 4th crossbeam 540 be mutually parallel.
Supporting module 300 can also include the first longeron 610 and the second longeron 620,630 and the 4th longeron of third longeron
640, the first longeron 610 and the second longeron 620 are connected between the second principal post 120 and third principal post 130, third longeron
630 and the 4th longeron 640 be connected between 130 and the 4th principal post 140 of third principal post；Wherein, the first longeron 610, third
Longeron 630, first crossbeam 510 and third crossbeam 530 are in same plane, and the second longeron 620, the 4th longeron 640, second are horizontal
520 and the 4th crossbeam 540 of beam is in same plane, and crossbeam 500 is mutually perpendicular to longeron 600.The both ends of first longeron 610 point
End sidewalls not with the second principal post 120 and third principal post 130 are connect, and the both ends of the second longeron 620 are connected to the second master
On column 120 and third principal post 130 in the end sidewalls far from the first longeron 610, wherein, the first longeron 610 and the second longeron 620
It is mutually parallel.End sidewalls of the both ends of third longeron 630 respectively with the first principal post 110 and the 4th principal post 140 are connect, and the 4th is vertical
The both ends of beam 640 are connected in the end sidewalls far from third longeron 630 on the first principal post 110 and the 4th principal post 140,
In, 630 and the 4th longeron 640 of third longeron is mutually parallel.
According to condition of construction, the ox taken and put crossbeam 500 and longeron 600 is respectively arranged on the corresponding position of principal post 100
Leg 111 (general vertical spacing be 3.3m) and for 600 bolted weldment of crossbeam 500 and longeron.
Fig. 4 is the connection diagram of angle brace 700 provided by the utility model and crossbeam 500 and longeron 600；Please refer to Fig. 1
And Fig. 4, in the present embodiment, crossbeam 500 and longeron 600 use prefabricated profiled beam, and be process by prefabricated H profile steel,
In other embodiment, crossbeam 500 and longeron 600 may be other forms, wherein, prefabricated profiled beam is by body pillar and joggle beam
It forms, body pillar is connected by screw bolts with joggle beam, and prefabricated profiled beam can be adjusted according to the assembly of foundation pit size, so as to adapt to not
With the foundation pit of size.
Supporting module 300 can also include angle brace 700, and the both ends of angle brace 700 are respectively with adjacent crossbeam 500 two-by-two and indulging
Beam 600 connects, and collectively forms a triangular structure, to resist the lateral force transmitted on the outside of foundation pit, in the present embodiment, angle brace
700 are process by prefabricated H profile steel, in other embodiments, angle brace 700 or other materials and shape.Wherein, angle brace
700, which include the first angle brace 710, the second angle brace 720, third angle brace 730, fourth angle, supports the 740, the 5th angle brace 750, hexagonal support
760th, heptangle support 770 and octagonal support 780.The both ends of first angle brace 710 respectively with first crossbeam 510 and third longeron 630
Inside connection, the both ends of the second angle brace 720 respectively with it is vertical close to the end side of first crossbeam 510 and first on the first angle brace 710
The inside connection of beam 610, the both ends of third angle brace 730 are connect respectively with the first longeron 610 and third crossbeam 530, fourth angle support
740 both ends are connect respectively on third angle brace 730 close to the end side of third crossbeam 530 and 630 inside of third longeron, the 5th jiao
Inside of the both ends respectively with 520 and the 4th longeron 640 of second cross beam of support 750 connect, and hexagonal supports 760 both ends respectively with the
Connect with the inside of the second longeron 620 close to 520 end side of second cross beam on five angle braces 750, heptangle support 770 both ends respectively with
Second longeron 620 is connected with the inside of the 4th crossbeam 540, the both ends of the octagonal support 780 respectively in heptangle support 770 close to the
Four crossbeams, 540 end side is connected with the inside of the 4th longeron 640.Wherein, it is equal with 700 junction of angle brace on crossbeam 500 and longeron 600
It is separately installed with supporting block 563 so that angle brace 700 is connect by supporting block 563 with crossbeam 500 and longeron 600 respectively.
Fig. 1, Fig. 2 and Fig. 4 are please referred to, in the present embodiment, supporting module 300, which further includes, is arranged on 600 inside of longeron
Inboard beams 800, inboard beams 800 include the first inboard beams 810, the second inboard beams 820,830 and the 4th inboard beams of third inboard beams
840.Wherein, any inboard beams 800 can include fixed beam 850 and the sliding beam 860 for being arranged on 850 both ends of fixed beam, fixed
Beam 850 and sliding beam 860 are separately mounted on 600 inner wall of longeron.850 both ends of fixed beam offer 851 He of the first groove respectively
First convex block 852 is provided on sliding beam 860 with 851 matched second convex block 861 of the first groove and right with the first convex block 852
The second groove 862 answered, wherein offering perforative first through hole on the two side of the first groove 851 and the second convex block 861
870, perforative second through-hole 880 is offered on the two side of the second groove 862 and the first convex block 852.Sliding beam 860 is with fixing
There are the positions answered in advance of application between beam 850, and jack is installed in centre when applying prestressing force, when prestress application finishes, lead to
It crosses peg to fix fixed beam 850 with the sliding beam at both ends 860 respectively, to keep prestressing force, prestressing force size should be no more than
20MPA。
The both ends of first inboard beams 810 respectively on the second angle brace 720 close to the end side of the first longeron 610 and third angle brace
It is connected on 730 close to the end side of the first longeron 610.The both ends of second inboard beams 820 respectively on the first angle brace 710 close to third
The end side of longeron 630 is connected in fourth angle support 740 close to the end side of third longeron 630.The both ends difference of third inboard beams 830
With being connect on the end side of the second longeron 620 and heptangle support 770 close to the end side of the 4th crossbeam 540 in hexagonal support 760.
The both ends of 4th inboard beams 840 on the 5th angle brace 750 on the end side of the 4th longeron 640 and octagonal support 780 respectively with leaning on
The end side connection of nearly 4th crossbeam 540.
Fig. 5 is the connection diagram of constructional column 900 provided by the utility model and crossbeam 500 or longeron 600；Please refer to figure
1 and Fig. 5, in the present embodiment supporting module 300 can also include constructional column 900, pass through construction between adjacent two layers crossbeam 500
Column 900 connects, and is connected between adjacent two layers longeron 600 by constructional column 900, with support beam 500 and longeron 600.Wherein, phase
A constructional column 900, in the present embodiment, adjacent two layers are at least installed between adjacent two layers of crossbeam 500 and the adjacent longeron 600
Two constructional columns 900 are provided between crossbeam 500 and adjacent longeron 600, constructional column 900 uses prefabricated steel column, in other implementations
The quantity of constructional column 900 can not be two in example, and constructional column 900 may be other materials.The shape of constructional column 900 can be with
For cylinder, cuboid etc., in the present embodiment, constructional column 900 is cuboid.The end both sides of constructional column 900 are set respectively
There is connector 910, constructional column 900 is fixed on by connector 910 on crossbeam 500 or longeron 600.
Connection signals of the Fig. 6 between wingceltis item 1000 provided by the utility model and panel 200, crossbeam 500 and longeron 600
Figure；Fig. 6 is please referred to, in the present embodiment, supporting module 300 can also include wingceltis item 1000, lead between adjacent two layers crossbeam 500
It crosses wingceltis item 1000 to connect, be connected between adjacent two layers longeron 600 by wingceltis item 1000.Panel 200 uses type in the present embodiment
Steel facing, panel 200 may be other in other embodiments.The both ends of wingceltis item 1000 open up tapped through hole 1300 respectively,
It offers corresponding through-hole on crossbeam 500 respectively with 1000 junction of wingceltis item, is opened respectively with 1000 junction of wingceltis item on longeron 600
Equipped with corresponding through-hole so that the both ends of wingceltis item 1000 are fixedly connected respectively by bolt with adjacent two layers crossbeam 500, meanwhile,
The both ends of wingceltis item 1000 are fixedly connected respectively by bolt with adjacent two layers longeron 600.1000 both ends of wingceltis article offer respectively
One slot 1100 and the second slot 1200, the first slot 1100 and the second slot 1200 are located at the tapped through hole at 1000 both ends of wingceltis item
Between 1300, panel 200 is connect by the first slot 1100 and the second slot 1200 with 1000 plug-in type of wingceltis item, and panel 200 is straight
It connects bearing load and load is transmitted to wingceltis item 1000.
Fig. 7 is the structure diagram under the third visual angle of foundation pit support device 2000 provided by the utility model；It please refers to
Fig. 1 and Fig. 7, in the present embodiment, supporting module 300 can also include inner support beam 950, and inner support beam 950 is connected to distance
In the nearest supporting module 300 of foundation pit between two longerons 600 closest with foundation pit, horizontal loading is born for bottom.
Wherein, the both ends of inner support beam 950 are connect respectively with 860 outside of sliding beam on two longerons 600 nearest apart from foundation pit.
Fig. 8 is the connection diagram of protective fence 920 provided by the utility model；Fig. 1 and Fig. 8 are please referred to, in the present embodiment
In, it is respectively arranged on the crossbeam 500 and the inside of longeron 600 on foundation pit support device 2000 far from bottom of foundation ditch and protective fence
920 are used for bolted weldment, and in the present embodiment, protective fence 920 is made of orthogonal steel pipe, in other embodiment
In, protective fence 920 can also be made of other materials.
The working principle and beneficial effect for the foundation pit support device that the embodiment of the utility model provides is：
This foundation pit support device includes multiple supporting modules, and multiple supporting modules offer cavity, multiple supporting moulds respectively
Block is respectively arranged with connection structure, and the cavity of multiple supporting modules is interconnected to form working region.Foundation pit support device is always
Higher than ground level on the outside of foundation pit, when preparing construction, first supporting module is assembled according to foundation pit size first, and in supporting mould
Protective fence is installed on crossbeam and longeron far from foundation pit on block, with attended operation personnel safety, is then constructed to foundation pit, when
When the depth of foundation pit maintains an equal level with foundation pit support device height, installed protective fence is dismantled, and along foundation pit direction in foundation pit
The top layer of suspension device continues to install supporting module, until construction terminates.At the end of construction, from top to bottom successively by foundation pit
Suspension device is dismantled.In short, foundation pit support device stable structure provided by the utility model, by using segmented assembly, uses
The method successively overlapped so that component is easy to assemble, is conducive to shorten the construction period and reduce project cost.
The above descriptions are merely preferred embodiments of the present invention, is not intended to limit the utility model, for this
For the technical staff in field, various modifications and changes may be made to the present invention.It is all in the spirit and principles of the utility model
Within, any modification, equivalent replacement, improvement and so on should be included within the scope of protection of this utility model.
Claims (10)
1. a kind of foundation pit support device, which is characterized in that including：
Multiple supporting modules, the multiple supporting module offer cavity respectively, and the multiple supporting module is respectively arranged with company
Binding structure linearly can be successively detachably connected between the multiple supporting module by the connection structure, when described
During multiple supporting module connections, the cavity of the multiple supporting module is interconnected to form working region.
2. foundation pit support device according to claim 1, which is characterized in that the supporting module includes the first principal post, the
Two principal posts, third principal post and the 4th principal post, wherein, it is both provided with panel between the adjacent principal post of any two.
3. foundation pit support device according to claim 2, which is characterized in that the supporting module further include first crossbeam,
Second cross beam, third crossbeam and the 4th crossbeam, the first crossbeam and the second cross beam are connected to first principal post
Between second principal post, the third crossbeam and the 4th crossbeam are connected to the third principal post and the described 4th
Between principal post.
4. foundation pit support device according to claim 3, which is characterized in that the supporting module further include the first longeron and
Second longeron, third longeron and the 4th longeron, first longeron and second longeron are connected to second principal post
Between the third principal post, the third longeron and the 4th longeron are connected to the third principal post and the described 4th
Between principal post；Wherein, first longeron, the third longeron, the first crossbeam and the third crossbeam are in same flat
In face, second longeron, the 4th longeron, the second cross beam and the 4th crossbeam are in same plane.
5. foundation pit support device according to claim 4, which is characterized in that the supporting module further includes angle brace, described
The both ends of angle brace are connect respectively with the adjacent crossbeam and the longeron two-by-two, collectively form a triangular structure.
6. foundation pit support device according to claim 4, which is characterized in that the supporting module further include be arranged on it is described
The inboard beams of side rail inner, the inboard beams include fixed beam and are arranged on the sliding beam at inboard beams both ends, the fixed beam and
The sliding beam is separately mounted on the longeron inner wall.
7. foundation pit support device according to claim 4, which is characterized in that the supporting module further includes constructional column, phase
It is connected by the constructional column between adjacent two layers of crossbeam, is connected between longeron described in adjacent two layers by the constructional column.
8. foundation pit support device according to claim 4, which is characterized in that the supporting module further includes wingceltis item, adjacent
It is connected, is connected between longeron described in adjacent two layers by the wingceltis item, the wingceltis by the wingceltis item between two layers of crossbeam
Both ends offer slot respectively, and the panel is connect by the slot with the wingceltis plug-in type.
9. foundation pit support device according to claim 8, which is characterized in that the supporting module further includes inner support beam,
The inner support beam is connected between two longerons in the supporting module nearest apart from foundation pit.
10. a kind of foundation pit support device, which is characterized in that including multiple supporting modules, the multiple supporting module is respectively provided with company
Binding structure is mutually detachably connected by the connection structure between the multiple supporting module.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721508727.6U CN207597399U (en) | 2017-11-13 | 2017-11-13 | Foundation pit support device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721508727.6U CN207597399U (en) | 2017-11-13 | 2017-11-13 | Foundation pit support device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207597399U true CN207597399U (en) | 2018-07-10 |
Family
ID=62759187
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721508727.6U Expired - Fee Related CN207597399U (en) | 2017-11-13 | 2017-11-13 | Foundation pit support device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207597399U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111576433A (en) * | 2020-04-16 | 2020-08-25 | 范经明 | Quick support bracket for subway deep foundation pit engineering and construction method thereof |
-
2017
- 2017-11-13 CN CN201721508727.6U patent/CN207597399U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111576433A (en) * | 2020-04-16 | 2020-08-25 | 范经明 | Quick support bracket for subway deep foundation pit engineering and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102839678B (en) | Structure for improving rigidity and stability of foundation pit steel support | |
| CN104727235B (en) | Bridge integral reinforcing device | |
| CN103243654A (en) | Mounting method for steel anchor beam of cable-stayed bridge and assembly jig and cable bent tower mounting platform used in method | |
| US10913638B2 (en) | Device for fixing gantry crane rails in factory buildings and gantry crane system using the same | |
| CN103835527B (en) | A kind of dismountable supporting device | |
| CN211143305U (en) | Steel structure building | |
| CN207597399U (en) | Foundation pit support device | |
| JP2015104245A (en) | Photovoltaic power generation panel frame | |
| CN105155686A (en) | House beam column and profile connection structure and sleeper integration house | |
| CN114197325A (en) | Pier shaft construction safety protection platform | |
| CN103924657A (en) | Eccentric supporting system of modular multi-high-rise assembly type steel structure gripped steel beam frame | |
| CN109518942B (en) | Tool-based bracket system for controlling precision of two-dimensional component and application method thereof | |
| CN103334584B (en) | Template regulating system for sliding form system | |
| CN205444453U (en) | Assembled prestressing force double T board frame construction | |
| CN204645668U (en) | The top support structure of shape steel support installed by a kind of rack | |
| CN204357141U (en) | The assembled moulding bed of a kind of English truss | |
| CN204252573U (en) | Adjustable quick basement roof reinforcement support system | |
| CN216787928U (en) | Supporting system for assembling precast concrete | |
| CN203225074U (en) | Advertising board of net rack structure | |
| CN112127472A (en) | Multi-story high-rise building frame connecting piece system | |
| CN213897553U (en) | Connecting structure of center pillar connecting piece of multi-story high-rise building frame connecting piece system | |
| CN213897554U (en) | Connecting structure of side column connecting piece of multi-story high-rise building frame connecting piece system | |
| CN106284087B (en) | Construction method suitable for the cluster type assembly arch rib of narrow bridge | |
| CN213926764U (en) | Connecting structure of corner post connecting piece of multi-story high-rise building frame connecting piece system | |
| CN217538057U (en) | Detachable assembled protective shed |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180710 Termination date: 20181113 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |