CN110004908A - A kind of deep layer rams pipe and its construction method - Google Patents
A kind of deep layer rams pipe and its construction method Download PDFInfo
- Publication number
- CN110004908A CN110004908A CN201910242286.7A CN201910242286A CN110004908A CN 110004908 A CN110004908 A CN 110004908A CN 201910242286 A CN201910242286 A CN 201910242286A CN 110004908 A CN110004908 A CN 110004908A
- Authority
- CN
- China
- Prior art keywords
- pipe
- protection sleeve
- rammer
- attachment device
- ram
- 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.)
- Granted
Links
- 238000010276 construction Methods 0.000 title claims abstract description 11
- 239000002689 soil Substances 0.000 claims abstract description 21
- 239000000945 filler Substances 0.000 claims description 10
- 238000005259 measurement Methods 0.000 claims description 3
- 238000001556 precipitation Methods 0.000 claims description 3
- 238000000034 method Methods 0.000 abstract description 6
- 230000000694 effects Effects 0.000 abstract description 5
- 238000010586 diagram Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000002440 industrial waste Substances 0.000 description 1
- 230000029052 metamorphosis Effects 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Classifications
-
- 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
- E02D3/02—Improving by compacting
- E02D3/08—Improving by compacting by inserting stones or lost bodies, e.g. compaction piles
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/66—Mould-pipes or other moulds
- E02D5/665—Mould-pipes or other moulds for making piles
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Agronomy & Crop Science (AREA)
- Environmental & Geological Engineering (AREA)
- Soil Sciences (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
The invention discloses a kind of deep layers to ram pipe and its construction method; pipe is rammed including protection sleeve pipe and several sections; the protection sleeve pipe upper end is provided with the attachment device one connecting with hydraulic press; lower end is connected with flap valve shoe; the rammer pipe can be placed in the protection sleeve pipe; upper end is provided with the attachment device two connecting with vibration head, described to ram the attachment device three being additionally provided between pipe for ramming pipe combination.Above-mentioned apparatus can effectively solve the problems, such as the rammer base of super soft ground mid-deep strata weak soil, the depth bounds of strong rammer are expanded, and ram base process there is good compacted effect to the soil body, reduces soil deformation effect, soil strength is improved, and the influence of noise in work progress can be significantly reduced.
Description
Technical field
The present invention relates to a kind of deep layers to ram pipe and its construction method, belongs to technical field of civil engineering.
Background technique
In recent years, domestic strong tamping technology rapidly develops, and application range is more extensive, and heavy-tamping method is to utilize to ram to ground one
A biggish impact force, under impact force action, the bearing capacity of the soil body is greatly improved, and compressibility also decreases.To being at present
Only, heavy-tamping method has succeeded and has been widely used for handling all kinds of gravelly soils, sandy soil, artificial earth fill and general clay etc., special
It is not miscellaneous the filling out that can be handled conventional method and be difficult to the bulk rubble class soil reinforced and building, house refuse or industrial waste composition
Soil.But the effect datum level of heavy-tamping method handles depth and is restricted generally in earth's surface；Common heavy-tamping method is usually to be interrupted simultaneously
Formula is rammed, and construction noise is big.
Summary of the invention
It rams and manages the technical problem to be solved by the invention is to provide a kind of deep layer that the corresponding different depth soil body is reinforced
And its construction method.
In order to solve the above technical problems, the technical solution adopted by the present invention are as follows:
A kind of deep layer rammer pipe, including protection sleeve pipe and several sections ram pipe, and the protection sleeve pipe upper end is provided with and hydraulic press
The attachment device one of connection, lower end connect flap valve shoe, and the rammer pipe can be placed in the protection sleeve pipe, and upper end is provided with and shakes
The attachment device two of dynamic head connection, it is described to ram the attachment device three being additionally provided between pipe for ramming pipe combination.
Further, the attachment device one uses flange connecting apparatus or buckle connecting device.
Further, the attachment device two and the attachment device three are all made of flange connecting apparatus.
Further, the protection sleeve pipe outer diameter is 0.4~1.2m.
Further, the rammer length of tube is 2~3m.
Further, the rammer tube bottom face is spherical surface.
The construction method of pipe is rammed using above-mentioned deep layer, comprising the following steps:
Step 1: according to design on-site measurement pile body position；
Step 2: carrying out precipitation in the region arrangement pipe well that need to be reinforced；
Step 3: the protection sleeve pipe and its built-in rammer pipe are squeezed into scheduled ground depth with hydraulic press, it will
Hydraulic press and the protection sleeve pipe are detached from, and starting hydraulic vibration head makes to ram pipe across flap valve shoe, and it is deep to carry out the first order to the soil body
Layer is rammed；
Step 4: withdrawing the rammer pipe, the protection sleeve pipe and hydraulic press are connected, will be pulled out in the protection sleeve pipe to second
Grade rams position, carries out filler into protection sleeve as needed, is again started up hydraulic vibration head and rams the rammer pipe for filler
It is rammed to the soil body is compacted, tamps completion step by step by being deep to shallow filler step by step.
Advantageous effects of the invention:
1. being able to solve the rammer base problem of super soft ground mid-deep strata weak soil in such a way that more piece rams pipe independent assortment, expand
The big depth bounds of strong rammer.
2. being constructed using the present apparatus, work progress plays good compacted effect to the soil body of surrounding, reduces soil
Body metamorphosis improves soil strength, and significantly reduces the influence of noise in work progress.
3. present apparatus of simple structure and strong practicability, applied widely, future prospect is preferable.
Detailed description of the invention
Fig. 1 is example structure schematic diagram；
Fig. 2 is embodiment construction schematic diagram.
Specific embodiment
The invention will be further described below in conjunction with the accompanying drawings.Following embodiment is only used for clearly illustrating the present invention
Technical solution, and not intended to limit the protection scope of the present invention.
As shown in Figure 1, a kind of deep layer rams pipe, protected including being located at external protection sleeve pipe 1 and several sections in built-in
The rammer pipe 2 that can be freely combined inside protecting pipe 1, protection sleeve pipe 1 upper periphery two sides are symmetrically arranged with for being clamped with hydraulic press
Square hole 3, lower end connect flap valve shoe 4, and specific size material can refer to as follows: 1 outer diameter of steel protection sleeve pipe is 0.4~1.2m,
Square hole 3 height in upper end is 8~10cm, 12~15cm of projection width.It may be implemented in this way quick with hydraulic press
Connection, effectively improves operating efficiency.It rams and manages the setting of every section length in 2~3m, ram and be additionally provided with and can be freely combined between pipe
Flange connector is combined rammer pipe according to depth requirements, rams pipe upper end and is also used to connect with vibration head, equally adopts
With flanged joint, it can be adapted to the flange connector rammed between pipe unification, guarantee the versatility for ramming pipe 2, above-mentioned connection side
Formula can also use other connection types, and ramming tube bottom face may be configured as plane or spherical surface, and ramming contact surface between pipe is seamless connection.
The construction method of above-mentioned apparatus is as follows:
Step 1: organizing construction's material, machinery, personnel are in place according to design on-site measurement pile body position；
Step 2: carrying out precipitation in the region arrangement pipe well that need to be reinforced；
Step 3: sleeve 1 and its built-in rammer pipe 2 will be protected to squeeze into scheduled ground depth with hydraulic press, by hydraulic press
It is detached from the square hole 3 of protection sleeve upper end, starting hydraulic vibration head 5 makes to ram pipe 2 across flap valve shoe 4, as shown in Fig. 2, right
The soil body carries out first order deep layer and rams；
Pipe 2 is rammed Step 4: withdrawing, connects to pull out to the second level on protection sleeve 1 by square hole and rams position, as needed
Carry out filler into protection sleeve, be again started up hydraulic rammer pipe 2 and ram filler to the soil body is compacted, by be deep to shallow filler step by step by
Grade compacting is completed, and compacted ram of filler can play the role of solid soil, Reducing distortion step by step.
The above is only a preferred embodiment of the present invention, it is noted that for the ordinary skill people of the art
For member, without departing from the technical principles of the invention, several improvement and deformations can also be made, these improvement and deformations
Also it should be regarded as protection scope of the present invention.
Claims (7)
1. a kind of deep layer rams pipe, characterized in that ram pipe including protection sleeve pipe and several sections, the protection sleeve pipe upper end be provided with
The attachment device one of hydraulic press connection, lower end are connected with flap valve shoe, and the rammer pipe can be placed in the protection sleeve pipe, and upper end is set
It is equipped with the attachment device two connecting with vibration head, it is described to ram the attachment device three being additionally provided between pipe for ramming pipe combination.
2. a kind of deep layer according to claim 1 rams pipe, characterized in that the attachment device one uses flange connecting apparatus
Or buckle connecting device.
3. according to claim 1 or a kind of 2 described in any item deep layers ram pipe, characterized in that the attachment device two and institute
It states attachment device three and is all made of flange connecting apparatus.
4. a kind of deep layer according to claim 1 rams pipe, characterized in that the protection sleeve pipe outer diameter is 0.4~1.2m.
5. a kind of deep layer according to claim 1 rams pipe, characterized in that the rammer length of tube is 2~3m.
6. a kind of deep layer according to claim 1 rams pipe, characterized in that the rammer tube bottom face is spherical surface.
7. the construction method that a kind of deep layer according to claim 1-6 rams pipe, characterized in that including following step
It is rapid:
Step 1: according to design on-site measurement pile body position；
Step 2: carrying out precipitation in the region arrangement pipe well that need to be reinforced；
Step 3: the protection sleeve pipe and its built-in rammer pipe are squeezed into scheduled ground depth with hydraulic press, it will be hydraulic
Machine and the protection sleeve pipe are detached from, and starting hydraulic vibration head makes to ram pipe across flap valve shoe, carry out first order deep layer rammer to the soil body
It hits；
Step 4: withdrawing the rammer pipe, the protection sleeve pipe and hydraulic press are connected, will pull out to the second level and ram in the protection sleeve pipe
Position is hit, carries out filler into protection sleeve as needed, hydraulic vibration head is again started up and rams the rammer pipe for filler to soil
Body is compacted to be rammed, and tamps completion step by step by being deep to shallow filler step by step.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910242286.7A CN110004908B (en) | 2019-03-28 | 2019-03-28 | Deep ramming pipe and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910242286.7A CN110004908B (en) | 2019-03-28 | 2019-03-28 | Deep ramming pipe and construction method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN110004908A true CN110004908A (en) | 2019-07-12 |
| CN110004908B CN110004908B (en) | 2024-04-02 |
Family
ID=67168603
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910242286.7A Active CN110004908B (en) | 2019-03-28 | 2019-03-28 | Deep ramming pipe and construction method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110004908B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113863274A (en) * | 2021-09-29 | 2021-12-31 | 台州立昌工程建设有限公司 | Construction method of stable foundation |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP1288375A1 (en) * | 2001-09-03 | 2003-03-05 | Alois Robl | Apparatus and method for producing in situ concrete columns sunk in the ground |
| CN101748720A (en) * | 2009-12-17 | 2010-06-23 | 王继忠 | Construction method of composite foundation |
| CN101899828A (en) * | 2010-04-27 | 2010-12-01 | 河海大学 | Construction method of bagged rammed small-diameter soil-cement pile composite foundation |
| CN107100182A (en) * | 2017-05-17 | 2017-08-29 | 福建岩土工程勘察研究院 | Soft foundation cluster type layering precipitation no-arbitrary pricing pipe rams system and its construction method |
| CN209873772U (en) * | 2019-03-28 | 2019-12-31 | 河海大学 | Deep rammer pipe |
-
2019
- 2019-03-28 CN CN201910242286.7A patent/CN110004908B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP1288375A1 (en) * | 2001-09-03 | 2003-03-05 | Alois Robl | Apparatus and method for producing in situ concrete columns sunk in the ground |
| CN101748720A (en) * | 2009-12-17 | 2010-06-23 | 王继忠 | Construction method of composite foundation |
| CN101899828A (en) * | 2010-04-27 | 2010-12-01 | 河海大学 | Construction method of bagged rammed small-diameter soil-cement pile composite foundation |
| CN107100182A (en) * | 2017-05-17 | 2017-08-29 | 福建岩土工程勘察研究院 | Soft foundation cluster type layering precipitation no-arbitrary pricing pipe rams system and its construction method |
| CN209873772U (en) * | 2019-03-28 | 2019-12-31 | 河海大学 | Deep rammer pipe |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113863274A (en) * | 2021-09-29 | 2021-12-31 | 台州立昌工程建设有限公司 | Construction method of stable foundation |
Also Published As
| Publication number | Publication date |
|---|---|
| CN110004908B (en) | 2024-04-02 |
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