CN211006680U - Support reinforcing structure is propped in tearing open of deep basal pit interior support - Google Patents
Support reinforcing structure is propped in tearing open of deep basal pit interior support Download PDFInfo
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- CN211006680U CN211006680U CN201921321560.1U CN201921321560U CN211006680U CN 211006680 U CN211006680 U CN 211006680U CN 201921321560 U CN201921321560 U CN 201921321560U CN 211006680 U CN211006680 U CN 211006680U
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- bracing
- inclined strut
- support
- extension rod
- foundation pit
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Abstract
The structure discloses a support dismantling and reinforcing structure for an inner support of a deep foundation pit, which comprises a support plate, a first inclined support, a second inclined support, a long inclined support, a pin shaft and a concrete base, one side of backup pad is equipped with a plurality of groups reinforcing plate, every group reinforcing plate contains the reinforcing plate of three parallels, all fixed articulated seat that is equipped with on one side of every reinforcing plate, supreme one end with first bracing respectively is followed to three articulated seat, the one end of second bracing is articulated with the one end of long bracing, the other end of first bracing, the other end of second bracing and the other end of long bracing all alternate with the round pin axle and be connected, the round pin axle runs through on concrete base and with concrete base fixed connection, current tear open prop additional strengthening and generally set up the bracing between bottom plate and the interior support of demolising in advance has been solved to this structure, tear open prop intensity low, construction operation is complicated, use safe problem inadequately.
Description
Technical Field
The utility model relates to a additional strengthening, in particular to support tearing open of deep basal pit inner support props additional strengthening.
Background
The deep foundation pit refers to a project which has an excavation depth of more than 5 meters (including 5 meters), or has a depth of less than 5 meters, but has particularly complicated geological conditions, surrounding environments and underground pipelines. The foundation pit engineering mainly comprises foundation pit supporting system design and construction and earthwork excavation, and is a system engineering with strong comprehensiveness. It requires close cooperation between geotechnical engineering and structural engineering technicians. The foundation pit supporting system is a temporary structure and is not needed after the construction of underground engineering is finished.
Before construction, a support needs to be arranged in a foundation pit, and when a main body structure in the construction process conflicts with a support structure in the foundation pit, a support device needs to be detached. The existing support-dismantling reinforcing structure is generally provided with an inclined support between a bottom plate and a pre-dismantling inner support, the support-dismantling strength is low, the construction operation is complex, and the use is not safe enough.
Therefore, how to design a deep foundation pit inner support tear open and prop additional strengthening improves the efficiency of construction, reduces the potential safety hazard, becomes the problem that we will solve at present.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a support additional strengthening is propped in tearing open of deep basal pit inner support has solved current support additional strengthening that tears open and has generally set up the bracing between the inner support is demolishd at the bottom plate in advance, tears open and props intensity low, and the construction operation is complicated, uses the not safe problem inadequately.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a support in deep basal pit tears open and props additional strengthening, includes backup pad, first bracing, second bracing, long bracing, round pin axle, concrete base, one side of backup pad is equipped with a plurality of groups reinforcing plate, and every group reinforcing plate contains the reinforcing plate of three parallels, all fixes being equipped with articulated seat on one side of every reinforcing plate, and supreme one end with first bracing, the one end of second bracing and the one end of long bracing respectively are articulated down followed to three articulated seat, and the other end of first bracing, the other end of second bracing and the other end of long bracing all alternate with the round pin axle and be connected, and the round pin axle runs through on concrete base and with concrete base fixed connection.
The reinforcing plate penetrates through the supporting plate through a plurality of long screws arranged at equal intervals and is embedded into the side wall of the foundation pit.
The long inclined strut comprises a third inclined strut, a first extension rod and a second extension rod, one end of the first extension rod is detachably connected with one end of the third inclined strut through a bolt, the other end of the first extension rod is detachably connected with one end of the second extension rod through a bolt, the other end of the third inclined strut is hinged to the hinge seat through a pin, and the other end of the second extension rod is connected with the pin shaft in an inserting mode.
And the first inclined strut and the second inclined strut and the joint of the first inclined strut and the first extension rod are connected through the reinforcing arm.
Screw holes are formed in two ends of the first inclined strut, the second inclined strut, the third inclined strut, the first extension rod and the second extension rod, and an anti-corrosion paint layer is coated on the surface of the first inclined strut, the second inclined strut, the third inclined strut, the first extension rod and the second extension rod.
The bottom end of the concrete base is embedded into soil at the bottom end of the foundation pit, and the concrete base is made of reinforced concrete.
And two ends of the pin shaft are respectively in threaded connection with the concrete base through a mountain-shaped nut.
Compared with the prior art, the beneficial effects of the utility model are that: the utility model relates to a support in deep basal pit tears open and props additional strengthening, the reinforcing plate passes through long screw and backup pad fixed connection, play better stabilizing action, further improve through first bracing, the intensity of tearing open the support with long bracing, combining and strengthening the arm, make first bracing, more stable between second bracing and the long bracing, it is safer to use, overall structure is simple, install respectively and dismantle, reduce workman's working strength, improve engineering efficiency, reduce the wasting of resources, environmental protection.
Drawings
FIG. 1 is a schematic view of the structure of the present invention;
FIG. 2 is a schematic view of the diagonal bracing arrangement of the present invention;
fig. 3 is a schematic structural view of a third inclined strut of the present invention.
In the figure: 1. a support plate; 2. a reinforcing plate; 3. a hinged seat; 4. a first diagonal brace; 5. a second diagonal brace; 6. a third diagonal brace; 7. a pin shaft; 8. a concrete base; 9. a long screw; 10. a reinforcing arm; 11. a bolt; 12. a first extension bar; 13. a second extension bar; 14. a screw hole; 15. a mountain nut.
Detailed Description
The present application relates to the following technical features: a support plate 1; a reinforcing plate 2; a hinge base 3; a first diagonal brace 4; a second diagonal brace 5; a third diagonal brace 6; a pin 7; a concrete base 8; a long screw 9; a reinforcing arm 10; a bolt 11; a first extension rod 12; a second extension bar 13; a screw hole 14; and a hill nut 15.
Please refer to fig. 1-3, the utility model provides a deep basal pit inner support tear open and prop additional strengthening, including backup pad, first bracing, second bracing, long bracing, round pin axle, concrete base, one side of backup pad is equipped with a plurality of groups reinforcing plate, and every group reinforcing plate contains the reinforcing plate of three parallels, all fixes being equipped with articulated seat on one side of every reinforcing plate, and three articulated seat is from supreme articulated with the one end of first bracing, the one end of second bracing and the one end of long bracing respectively down in proper order, and the other end of first bracing, the other end of second bracing and the other end of long bracing all with alternate round pin hub connection, the round pin axle run through on concrete base and with concrete base fixed connection.
The reinforcing plate penetrates through the supporting plate through a plurality of long screws arranged at equal intervals and is embedded into the side wall of the foundation pit.
The long inclined strut comprises a third inclined strut, a first extension rod and a second extension rod, one end of the first extension rod is detachably connected with one end of the third inclined strut through a bolt, the other end of the first extension rod is detachably connected with one end of the second extension rod through a bolt, the other end of the third inclined strut is hinged to the hinge seat through a pin, and the other end of the second extension rod is connected with the pin shaft in an inserting mode.
And the first inclined strut and the second inclined strut and the joint of the first inclined strut and the first extension rod are connected through the reinforcing arm.
Screw holes are formed in two ends of the first inclined strut, the second inclined strut, the third inclined strut, the first extension rod and the second extension rod, and an anti-corrosion paint layer is coated on the surface of the first inclined strut, the second inclined strut, the third inclined strut, the first extension rod and the second extension rod.
The bottom end of the concrete base is embedded into soil at the bottom end of the foundation pit, and the concrete base is made of reinforced concrete.
And two ends of the pin shaft are respectively in threaded connection with the concrete base through a mountain-shaped nut.
When in specific use, the utility model relates to a support dismantling reinforcing structure for a deep foundation pit inner support, a concrete base is arranged in soil at the bottom end inside a foundation pit, a long inclined strut is assembled according to needs, a third inclined strut, a first extension rod and a second extension rod are fixedly connected through bolts, one end of the first inclined strut, one end of the second inclined strut and one end of the long inclined strut are sequentially connected with a pin shaft in an inserting way, the pin shaft is connected with the concrete base in an inserting way, two ends of the pin shaft are connected with a mountain nut in a threaded way, the other end of the first inclined strut, the other end of the second inclined strut and the other end of the long inclined strut are respectively hinged with a hinged seat at one side of a reinforcing plate, the reinforcing plate is fixedly connected with a support plate through a long screw rod, a better stabilizing effect is achieved, the strength of the support dismantling is further improved through the first inclined strut, the second inclined strut and the long inclined strut, a reinforcing arm is combined, and the first inclined strut, the second inclined strut and the long inclined strut are more stable, the use is safer, and overall structure is simple, installs respectively and dismantles, reduces workman's working strength, improves engineering efficiency, reduces the wasting of resources, and is more environmental protection.
In the present invention, unless otherwise explicitly specified or limited, for example, it may be fixedly connected, detachably connected, or integrated; can be mechanically or electrically connected; they may be directly connected or indirectly connected through an intermediate medium, and may be connected through the inside of two elements or in an interaction relationship between two elements, unless otherwise specifically defined, and the specific meaning of the above terms in the present invention will be understood by those skilled in the art according to specific situations.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (7)
1. The utility model provides a support in deep basal pit tears open and props additional strengthening, its characterized in that, includes backup pad, first bracing, second bracing, long bracing, round pin axle, concrete base, one side of backup pad is equipped with a plurality of groups reinforcing plate, and every group reinforcing plate contains the reinforcing plate of three parallels, all fixedly on one side of every reinforcing plate being equipped with articulated seat, three articulated seat follow supreme one end with first bracing, the one end of second bracing and the one end of long bracing respectively in proper order down articulated, the other end of first bracing, the other end of second bracing and the other end of long bracing all alternate with the round pin axle and be connected, the round pin axle run through on concrete base and with concrete base fixed connection.
2. The support dismantling and reinforcing structure for the inner support of the deep foundation pit as claimed in claim 1, wherein: the reinforcing plate penetrates through the supporting plate through a plurality of long screws arranged at equal intervals and is embedded into the side wall of the foundation pit.
3. The support dismantling and reinforcing structure for the inner support of the deep foundation pit as claimed in claim 1, wherein: the long inclined strut comprises a third inclined strut, a first extension rod and a second extension rod, one end of the first extension rod is detachably connected with one end of the third inclined strut through a bolt, the other end of the first extension rod is detachably connected with one end of the second extension rod through a bolt, the other end of the third inclined strut is hinged to the hinge seat through a pin, and the other end of the second extension rod is connected with the pin shaft in an inserting mode.
4. The support dismantling and reinforcing structure for the inner support of the deep foundation pit as claimed in claim 1, wherein: and the first inclined strut and the second inclined strut and the joint of the first inclined strut and the first extension rod are connected through the reinforcing arm.
5. The support dismantling and reinforcing structure for the inner support of the deep foundation pit as claimed in claim 3, wherein: screw holes are formed in two ends of the first inclined strut, the second inclined strut, the third inclined strut, the first extension rod and the second extension rod, and an anti-corrosion paint layer is coated on the surface of the first inclined strut, the second inclined strut, the third inclined strut, the first extension rod and the second extension rod.
6. The support dismantling and reinforcing structure for the inner support of the deep foundation pit as claimed in claim 1, wherein: the bottom end of the concrete base is embedded into soil at the bottom end of the foundation pit, and the concrete base is made of reinforced concrete.
7. The support dismantling and reinforcing structure for the inner support of the deep foundation pit as claimed in claim 1, wherein: and two ends of the pin shaft are respectively in threaded connection with the concrete base through a mountain-shaped nut.
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CN201921321560.1U CN211006680U (en) | 2019-08-15 | 2019-08-15 | Support reinforcing structure is propped in tearing open of deep basal pit interior support |
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CN201921321560.1U CN211006680U (en) | 2019-08-15 | 2019-08-15 | Support reinforcing structure is propped in tearing open of deep basal pit interior support |
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Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113152482A (en) * | 2021-05-18 | 2021-07-23 | 舜元建设(集团)有限公司 | Support reinforcing structure is propped in tearing open of deep basal pit interior support |
CN113718799A (en) * | 2021-10-13 | 2021-11-30 | 厦门雅众建设集团有限公司 | Rapid emergency diagonal bracing for foundation pit emergency and construction method thereof |
CN114517573A (en) * | 2022-03-04 | 2022-05-20 | 上海建工四建集团有限公司 | Deep basal pit superelevation outer wall unilateral formwork system |
CN115387356A (en) * | 2022-09-06 | 2022-11-25 | 浙江瑞基建设集团有限公司 | Effectual supporting construction for building foundation engineering of construction safety |
-
2019
- 2019-08-15 CN CN201921321560.1U patent/CN211006680U/en active Active
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113152482A (en) * | 2021-05-18 | 2021-07-23 | 舜元建设(集团)有限公司 | Support reinforcing structure is propped in tearing open of deep basal pit interior support |
CN113718799A (en) * | 2021-10-13 | 2021-11-30 | 厦门雅众建设集团有限公司 | Rapid emergency diagonal bracing for foundation pit emergency and construction method thereof |
CN114517573A (en) * | 2022-03-04 | 2022-05-20 | 上海建工四建集团有限公司 | Deep basal pit superelevation outer wall unilateral formwork system |
CN114517573B (en) * | 2022-03-04 | 2023-04-18 | 上海建工四建集团有限公司 | Deep foundation pit ultrahigh outer wall single-side formwork system |
CN115387356A (en) * | 2022-09-06 | 2022-11-25 | 浙江瑞基建设集团有限公司 | Effectual supporting construction for building foundation engineering of construction safety |
CN115387356B (en) * | 2022-09-06 | 2023-08-11 | 浙江瑞基建设集团有限公司 | Supporting structure for building foundation engineering |
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