CN213682121U - Garden engineering construction foundation ditch compaction fill structure - Google Patents
Garden engineering construction foundation ditch compaction fill structure Download PDFInfo
- Publication number
- CN213682121U CN213682121U CN202022198185.5U CN202022198185U CN213682121U CN 213682121 U CN213682121 U CN 213682121U CN 202022198185 U CN202022198185 U CN 202022198185U CN 213682121 U CN213682121 U CN 213682121U
- Authority
- CN
- China
- Prior art keywords
- backup pad
- foundation ditch
- foundation pit
- engineering construction
- sleeve
- 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.)
- Active
Links
Images
Landscapes
- Sewage (AREA)
Abstract
The utility model relates to a garden engineering construction foundation ditch compaction fill structure, including being used for carrying out two backup pads that support to the foundation ditch lateral wall, the backup pad sets up relatively, one side that the backup pad deviates from the foundation ditch lateral wall all is connected with the bracing piece, the one end that two bracing pieces deviate from the backup pad is connected with flexible subassembly, flexible subassembly can make the bracing piece orientation deviate from direction removal each other, when carrying out compaction fill operation to the foundation ditch, the backup pad can last to provide stronger holding power to the foundation ditch lateral wall, reduce the condition of taking place the collapse because of the foundation ditch lateral wall warp. The method and the device have the effect of improving the safety in the foundation pit compaction filling construction process.
Description
Technical Field
The application relates to the field of building construction technology, especially, relate to a garden engineering construction foundation ditch compaction fill structure.
Background
Garden engineering generally can excavate some interim foundation pits in advance in the work progress, some foundation pits are located near comparatively complicated topography in garden engineering, for example at view lakeshore, the foundation pit near artifical river bank is higher because of soil water content, when carrying out compaction fill to the foundation pit, constructor need lay the backfill material of different materials in the foundation pit, constructor can be in the operation of foundation pit, and the side wall of the higher foundation pit of water content takes place to collapse easily, there is great threat to constructor's personal safety.
In order to solve the problems, a chinese patent with an authorization publication number of CN208917848U discloses a foundation pit supporting structure, which includes a supporting plate attached to a side wall of a foundation pit, a supporting pile supporting the supporting plate and wedged into a pit bottom of the foundation pit, and a connecting assembly for connecting the supporting plate and the supporting pile together; a plurality of supporting piles for supporting the supporting plate and a plurality of connecting components for connecting the supporting plate and the supporting piles together are arranged on one supporting plate; the supporting plate is supported through the supporting piles, so that the supporting plate can support the side wall of the foundation pit.
In view of the above-mentioned related technologies, the inventor thinks that the structure has insufficient supporting force for the side wall of the foundation pit which is easy to deform, and the construction safety is poor.
SUMMERY OF THE UTILITY MODEL
In order to improve the poor problem of foundation ditch construction security, this application provides a garden engineering construction foundation ditch compaction fill structure.
The application provides a pair of garden engineering construction foundation ditch compaction fill structure adopts following technical scheme:
the utility model provides a garden engineering construction foundation ditch compaction fill structure, includes and is used for carrying out two backup pads that support to the foundation ditch lateral wall, and the backup pad sets up relatively, and one side that the backup pad deviates from the foundation ditch lateral wall all is connected with the bracing piece, and the one end that two bracing pieces deviate from the backup pad is connected with flexible subassembly, and flexible subassembly can make the bracing piece orientation deviate from direction removal each other.
Through adopting above-mentioned technical scheme, the backup pad provides the holding power to the foundation ditch lateral wall, reduce the probability that the foundation ditch lateral wall takes place to collapse, flexible subassembly can make the bracing piece orientation deviate from the direction removal each other, the bracing piece provides the holding power to the backup pad, make the backup pad have the trend that moves towards the foundation ditch lateral wall, when carrying out compaction fill operation to the foundation ditch, the backup pad can last to provide stronger holding power to the foundation ditch lateral wall, reduce the condition that takes place to collapse because of the foundation ditch lateral wall warp, improve the security in the work progress of foundation ditch compaction fill.
Optionally, the telescopic assembly comprises a sleeve, the two ends of the sleeve are provided with threads, the thread directions of the two ends of the sleeve are opposite, the two ends of the sleeve are in threaded connection with screw rods, and one ends of the screw rods, which deviate from the sleeve, are fixedly connected with the supporting rods on the same side respectively.
Through adopting above-mentioned technical scheme, rotatory sleeve when using, the screw rod at sleeve both ends all moves along sleeve axis direction, because the opposite direction of sleeve both ends screw thread, consequently the screw rod moves towards the direction that deviates from each other respectively, drives the bracing piece and removes to the direction of keeping away from each other, promotes the direction removal of backup pad towards the foundation ditch lateral wall then and makes backup pad and foundation ditch lateral wall support tightly.
Optionally, the supporting rod deviates from one end of the sleeve and is fixedly connected with a sliding block, a sliding groove is vertically formed in the supporting plate, and the sliding block is connected in the sliding groove in a sliding mode.
Through adopting above-mentioned technical scheme, slider and spout sliding fit, the bracing piece reciprocates along with sliding, can adjust the height of bracing piece along with going on of compaction fill operation from this, makes the bracing piece not influence the compaction fill operation of foundation ditch.
Optionally, the cross section of the supporting plate is L-shaped, and a reinforcing plate is fixed on one side of the supporting plate, which is far away from the side wall of the foundation pit.
Through adopting above-mentioned technical scheme, the backup pad of L shape has better stability, and the bottom of backup pad can increase the area of contact with the foundation ditch bottom, makes the backup pad more firm, strengthens the backup pad through the reinforcing plate in addition, improves the structural strength and the anti extrusion capacity of backup pad, makes the backup pad can bear bigger effort, comparatively safe and reliable.
Optionally, a splicing hole is formed in the side wall of the supporting plate, a steel rod is connected to the inner thread of the splicing hole, and the steel rod extends into the side wall of the foundation pit.
Through adopting above-mentioned technical scheme, drill rod one end threaded connection is in the spliced eye, and in the other end inserted the foundation ditch lateral wall, the cohesion of backup pad and foundation ditch lateral wall can be increased to frictional force between drill rod and the foundation ditch lateral wall, makes the backup pad be difficult for breaking away from the foundation ditch lateral wall, improves the security of compaction fill operation.
Optionally, one side of the supporting plate, which faces the side wall of the foundation pit, is fixedly connected with a pull anchor, and the pull anchor is embedded in the side wall of the foundation pit.
Through adopting above-mentioned technical scheme, the one end and the backup pad fixed connection of anchor, the anchor other end is buried underground in the foundation ditch lateral wall, and the anchor provides the pulling force towards the foundation ditch lateral wall for the backup pad, has improved the steadiness of backup pad.
Optionally, the bottom of the supporting plate is fixed with an anti-slip column, and the anti-slip column extends into the bottom of the foundation pit.
Through adopting above-mentioned technical scheme, the frictional force of backup pad bottom and foundation ditch bottom can be increased to the antislip column, when the foundation ditch lateral wall extrudees the backup pad, reduces the relative slip between backup pad and the foundation ditch bottom, makes the backup pad more firm.
Optionally, a drainage assembly is arranged on the support plate, the drainage assembly comprises a water collecting tank arranged at the bottom of the support plate, a water collecting hole communicated with the water collecting tank is formed in the bottom of the support plate, a sponge is filled in the water collecting hole which is vertically arranged, a drain hole communicated with the water collecting tank is formed in the support plate, a drain pipe is communicated with the drain hole, and the drain pipe is connected with a drainage pump.
Through adopting above-mentioned technical scheme, seep water when foundation ditch bottom or lateral wall to and when meetting heavy rain weather, ponding in the foundation ditch can be followed the catchment hole and collected to the water catch bowl in, in time with the water discharge foundation ditch through drain pipe and drain pump, avoid the foundation ditch lateral wall to take place to warp because of the infiltration of water, produce the danger of collapsing, the downthehole sponge of catchment can reduce earth and collect the probability that the water catch bowl blockked up.
In summary, the present application includes at least one of the following beneficial technical effects:
1. the screw rods move towards the direction deviating from each other by rotating the sleeve, the supporting plate is pushed to be tightly abutted against the side wall of the foundation pit and maintain larger supporting force, the foundation pit is protected during the compaction and filling operation of the foundation pit, the probability of collapse of the foundation pit is reduced, and the safety of construction operation is improved;
2. the binding force between the supporting plate and the side wall of the foundation pit is increased through anchor pulling and steel rods, so that the supporting plate is relatively stable, and the safety of the compaction filling operation of the foundation pit is improved;
3. the accumulated water in the foundation pit is collected through the water collecting tank and is discharged through the drain pipe, the permeation of the accumulated water to the bottom and the side wall of the foundation pit is reduced, and the probability of deformation and collapse of the side wall of the foundation pit is reduced.
Drawings
Fig. 1 is a schematic view of the overall structure of the present application.
Fig. 2 is a schematic structural diagram of the support rod of the present application.
Fig. 3 is a partially enlarged view of a portion a in fig. 2.
Description of reference numerals: 1. a support plate; 11. a plugboard; 12. a reinforcing plate; 13. inserting holes; 14. steel chisel; 15. pulling an anchor; 16. an anti-slip column; 17. a chute; 18. a support bar; 2. a telescoping assembly; 21. a screw; 22. a sleeve; 23. rotating the hole; 24. rotating the rod; 25. a slider; 3. a drainage assembly; 31. a water collection tank; 32. a water collection hole; 33. a sponge; 34. a drain hole; 35. a drain pipe; 36. and (7) draining the pump.
Detailed Description
The present application is described in further detail below with reference to figures 1-3.
The embodiment of the application discloses garden engineering construction foundation ditch compaction fill structure. Referring to fig. 1, garden engineering construction foundation ditch compaction fill structure is including placing two backup pads 1 in the foundation ditch, and two backup pads 1 are vertical and relative setting, and the cross section of backup pad 1 is L shape, and the lateral wall of backup pad 1 is laminated with the lateral wall of foundation ditch. The bottom and the foundation ditch bottom surface sliding fit of backup pad 1, the welding of 1 bottom of backup pad has plugboard 11, and plugboard 11 inserts the lateral wall of foundation ditch, makes backup pad 1 great with the cohesion of foundation ditch, and backup pad 1 is comparatively firm to the lateral wall support of foundation ditch. One side an organic whole that backup pad 1 deviates from the foundation ditch lateral wall is connected with reinforcing plate 12 and the vertical setting of reinforcing plate 12, and reinforcing plate 12 can increase backup pad 1's structural strength, lets backup pad 1 more firm.
Referring to fig. 1 and 2, in order to support the lateral wall of foundation ditch, all install bracing piece 18 on two backup pads 1 deviate from the lateral wall of foundation ditch, bracing piece 18 is cylindric stock, the lateral wall of bracing piece 18 perpendicular to backup pad 1, two one ends that bracing piece 18 deviates from backup pad 1 are connected with flexible subassembly 2, flexible subassembly 2 includes sleeve 22, sleeve 22 level sets up, the internal thread has been seted up at sleeve 22 both ends, and the opposite direction of the screw thread at sleeve 22 both ends, the equal threaded connection in both ends of sleeve 22 has screw rod 21, screw rod 21 is cylindricly and unanimous with bracing piece 18's diameter, two screw rod 21 one end that deviate from sleeve 22 respectively with the 18 coaxial fixed connection of bracing piece of sleeve 22 both sides, the rotation hole 23 has been seted up on the sleeve 22, dwang 24. When using, rotatory dwang 24 drives sleeve 22 and rotates, and two screw rods 21 with sleeve 22 threaded connection move towards the direction that deviates from each other respectively, drive the bracing piece 18 then and promote backup pad 1 and move towards the foundation ditch lateral wall, make backup pad 1 can maintain the holding power to the foundation ditch lateral wall, when filling the operation to the foundation ditch compaction, reduce because of the probability that the deformation production collapse takes place for the foundation ditch lateral wall.
Referring to fig. 1 and 2, in order to adjust the height of bracing piece 18, runner 17 has vertically been seted up on the lateral wall that backup pad 1 deviates from the foundation ditch, runner 17's cross section is the T font, runner 17 extends to the top of backup pad 1 from backup pad 1 bottom, one end fixedly connected with slider 25 that bracing piece 18 deviates from sleeve 22, slider 25 sliding connection is in runner 17, runner 17's lateral wall provides the holding power to slider 25, make slider 25 comparatively steady when sliding. When carrying out compaction fill operation to the foundation ditch, the foundation ditch bottom is filled up by the soil material gradually, loosens sleeve 22 this moment, lets screw rod 21 along guide post rebound, screws up sleeve 22 again after adjusting the height and makes screw rod 21 support backup pad 1 tightly, and bracing piece 18 can not exert an influence to the compaction fill operation of foundation ditch from this.
Referring to fig. 1 and 2, in order to increase the supporting force of the supporting plate 1 on the side wall of the foundation pit, an inserting hole 13 is formed in the supporting plate 1, a thread is formed on the wall of the inserting hole 13, a drill rod 14 is connected in the inserting hole 13 in a threaded manner, the head of the drill rod 14 is in a pointed shape, the drill rod 14 is inserted into the side wall of the foundation pit, the bonding force between the supporting plate 1 and the side wall of the foundation pit is improved, a pulling anchor 15 is embedded in the side wall of the foundation pit, the pulling anchor 15 comprises an anchor body and an anchor hook, the anchor body is cylindrical, the number of the anchor hook is three, the anchor hook is integrally fixed on the anchor body, the free end of the anchor hook faces the supporting plate 1, a steel wire rope is connected between the anchor body and the supporting plate 1, the bonding force between the supporting plate 1 and the side wall of the foundation pit can be further improved by the pulling anchor 15, an anti-, making the support plate 1 more rigid.
Referring to fig. 2 and 3, in order to reduce the influence of ponding to the foundation ditch production, water catch bowl 31 has been seted up to backup pad 1 bottom, and water catch bowl 31 level sets up, and a plurality of water collecting hole 32 have vertically been seted up to backup pad 1 bottom, and water collecting hole 32 and water catch bowl 31 intercommunication, the intussuseption of water collecting hole 32 are filled with sponge 33, and sponge 33 can prevent earth from blockking up water collecting hole 32, can make simultaneously in the rivers income water catch bowl 31 in the foundation ditch. Offer the wash port 34 with the water catch bowl 31 intercommunication on the backup pad 1, the vertical setting of wash port 34 extends to backup pad 1 top, and the wash port 34 in-connection has drain pipe 35, and in the drain pipe 35 bottom stretched into the water catch bowl 31, the top and the drain pump 36 of drain pipe 35 were connected, discharged the water in the water catch bowl 31 through the drain pump 36, reduced because of the infiltration of more water to the foundation ditch lateral wall and caused the probability of foundation ditch deformation.
The implementation principle of garden engineering construction foundation ditch compaction fill structure is: when the novel foundation pit supporting structure is used, the supporting plate 1 is attached to the side wall of a foundation pit, the height of the supporting rod 18 is adjusted, the screw rods 21 are moved in the direction away from each other by rotating the sleeve 22, the supporting plate 1 is tightly abutted to the side wall of the foundation pit and provides supporting force, larger supporting force can be still maintained when the side wall of the foundation pit deforms, the overall structure of the foundation pit is protected, the probability of collapse of the foundation pit is reduced, and constructors are protected when the foundation pit is compacted and filled.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (8)
1. The utility model provides a garden engineering construction foundation ditch compaction fill structure which characterized in that: including two backup pads (1) that are used for carrying out the support to the foundation ditch lateral wall, backup pad (1) sets up relatively, one side that backup pad (1) deviates from the foundation ditch lateral wall all is connected with bracing piece (18), two bracing piece (18) deviate from the one end of backup pad (1) is connected with flexible subassembly (2), flexible subassembly (2) can make bracing piece (18) orientation deviates from direction removal each other.
2. The garden engineering construction foundation pit compaction fill structure of claim 1, characterized in that: the telescopic assembly (2) comprises a sleeve (22), internal threads are arranged at two ends of the sleeve (22), the thread directions of the two ends of the sleeve (22) are opposite, a screw rod (21) is connected with the threads at two ends of the sleeve (22), and one end of the sleeve (22) is fixedly connected with a supporting rod (18) on the same side.
3. The garden engineering construction foundation pit compaction fill structure of claim 2, characterized in that: the utility model discloses a support plate, including bracing piece (18) and sleeve (22), the one end fixedly connected with slider (25) that the bracing piece (18) deviates from sleeve (22), vertical spout (17) have been seted up on backup pad (1), slider (25) sliding connection be in spout (17).
4. The garden engineering construction foundation pit compaction fill structure of any one of claims 1-3, wherein: the cross section of backup pad (1) is L shape, one side that backup pad (1) deviates from the foundation ditch lateral wall is fixed with reinforcing plate (12).
5. The garden engineering construction foundation pit compaction fill structure of claim 4, characterized in that: the side wall of the supporting plate (1) is provided with a splicing hole (13), a steel chisel (14) is connected with the splicing hole (13) in an internal thread mode, and the steel chisel (14) extends into the side wall of the foundation pit to be arranged.
6. The garden engineering construction foundation pit compaction fill structure of claim 5, characterized in that: the supporting plate (1) is fixedly connected with a pull anchor (15) towards one side of the side wall of the foundation pit, and the pull anchor (15) is buried in the side wall of the foundation pit.
7. The garden engineering construction foundation pit compaction fill structure of claim 6, characterized in that: and anti-skid columns (16) are fixed at the bottoms of the supporting plates (1), and the anti-skid columns (16) extend into the bottom of the foundation pit.
8. The garden engineering construction foundation pit compaction fill structure of claim 7, characterized in that: the water draining device is characterized in that a water draining component (3) is arranged on the supporting plate (1), the water draining component (3) comprises a water collecting groove (31) formed in the bottom of the supporting plate (1), a water collecting hole (32) communicated with the water collecting groove (31) is formed in the bottom of the supporting plate (1), a sponge (33) is filled in the water collecting hole (32) which is vertically arranged, a water draining hole (34) communicated with the water collecting groove (31) is formed in the supporting plate (1), a water draining pipe (35) is communicated in the water draining hole (34), and the water draining pipe (35) is connected with a water draining pump (36).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022198185.5U CN213682121U (en) | 2020-09-28 | 2020-09-28 | Garden engineering construction foundation ditch compaction fill structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022198185.5U CN213682121U (en) | 2020-09-28 | 2020-09-28 | Garden engineering construction foundation ditch compaction fill structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213682121U true CN213682121U (en) | 2021-07-13 |
Family
ID=76751986
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202022198185.5U Active CN213682121U (en) | 2020-09-28 | 2020-09-28 | Garden engineering construction foundation ditch compaction fill structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN213682121U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114150672A (en) * | 2021-11-09 | 2022-03-08 | 王科彩 | Suspended bidirectional building foundation pit supporting device and supporting method |
| CN114150671A (en) * | 2021-11-08 | 2022-03-08 | 鸿厦建设有限公司 | Building foundation pit supporting and drainage structure |
-
2020
- 2020-09-28 CN CN202022198185.5U patent/CN213682121U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114150671A (en) * | 2021-11-08 | 2022-03-08 | 鸿厦建设有限公司 | Building foundation pit supporting and drainage structure |
| CN114150671B (en) * | 2021-11-08 | 2023-12-19 | 鸿厦建设有限公司 | Building foundation pit supporting and draining structure |
| CN114150672A (en) * | 2021-11-09 | 2022-03-08 | 王科彩 | Suspended bidirectional building foundation pit supporting device and supporting method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN213682121U (en) | Garden engineering construction foundation ditch compaction fill structure | |
| CN109440762B (en) | Construction method of filling pile for drainage pump station | |
| CN110939137A (en) | Vibration drainage anchor rod supporting structure for sand soil layer and construction method thereof | |
| CN113373925B (en) | Method and device for mounting steel sheet pile in sandstone stratum by rotary drilling rig | |
| CN114908739A (en) | Ground photovoltaic power plant cast-in-place concrete pile foundation structure and pouring device thereof | |
| CN103643686A (en) | Retaining structure of water-saturated landslide with gradual slope ratio and construction method | |
| CN113006048A (en) | Construction method of long spiral drilling retaining wall for soil-squeezing pile | |
| CN205116168U (en) | End grout static pressure tubular pile construction equipment is expanded in drilling | |
| CN113494096B (en) | Splicing type reinforcing device for gravel soil of steep slope in mountain area | |
| CN213358658U (en) | Shock-absorbing foundation pile for building construction | |
| CN213088033U (en) | Anchor hole grouting water plugging device in confined water stratum | |
| CN114182719A (en) | Anti-floating pile for underground chamber foundation | |
| CN212104106U (en) | A vibration drainage stock supporting construction for sand type soil layer | |
| CN209724366U (en) | One kind is for the fixed device of tunnel benching tunnelling method construction steel arch-shelf | |
| CN110453698B (en) | Square drainage slide-resistant pile structure internally connected with semicircular pile ring and construction method thereof | |
| CN107558469A (en) | Pin and the stake with pin of pile body | |
| CN209260727U (en) | Fabricated drainage prestress slide-resistant pile structure | |
| CN108457273B (en) | Piling recovery method for steel pipe slope protection piles | |
| CN1245558C (en) | Pipe pile construction method and pile tip bearing capacity reinforcement equipment | |
| CN202017208U (en) | Center digging reverse drawing method pile driving device for pre-stress centrifuge pipe pile and square pile | |
| CN218204516U (en) | Foundation structure of gymnasium foundation | |
| CN110952535A (en) | Steel pipe pile construction method | |
| CN217352446U (en) | Soil body solidification structure | |
| CN217231820U (en) | Be favorable to retrieving and manage bored concrete pile structure | |
| CN1119232A (en) | After-grouting pile composite foundation and construction method thereof |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |