CN207672563U - The lateral soft building enclosure of steel reinforcement cage for cast-in-situ bored pile - Google Patents
The lateral soft building enclosure of steel reinforcement cage for cast-in-situ bored pile Download PDFInfo
- Publication number
- CN207672563U CN207672563U CN201721697339.7U CN201721697339U CN207672563U CN 207672563 U CN207672563 U CN 207672563U CN 201721697339 U CN201721697339 U CN 201721697339U CN 207672563 U CN207672563 U CN 207672563U
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- CN
- China
- Prior art keywords
- reinforcement cage
- steel reinforcement
- soft
- cloth set
- guard
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Abstract
The technical field of the utility model steel reinforcement cage, disclose the lateral soft building enclosure of steel reinforcement cage for cast-in-situ bored pile, soft soil layer and steel reinforcement cage including being formed in stake holes medium position, the steel reinforcement cage is placed in the stake holes, section is gone along with sb. to guard him with opposite with the soft soil layer in the middle part of the steel reinforcement cage, the section of going along with sb. to guard him is wrapped with soft cloth set, section is gone along with sb. to guard him described in the soft cloth set closing, the inside of the soft cloth set passes through by having binding banding fixed by oneself on steel reinforcement cage, after steel reinforcement cage is placed in stake holes, soft cloth set has separated the connection with soft soil layer inside steel reinforcement cage, during the inside fill concrete toward steel reinforcement cage, going along with sb. to guard him the concrete of section will not diffuse into Soft Soil Layer, save cost, improve the quality of concrete-pile.
Description
Technical field
The utility model is related to the steel reinforcement cage of the technical field of steel reinforcement cage, more particularly, to cast-in-situ bored pile is laterally soft
Building enclosure.
Background technology
When bridges and culverts or Pile Foundation of Highrise Building are constructed, soft soil layer is frequently encountered, when toward stake holes casting concrete, when mixed
After solidifying soil reaches the position of soft soil layer, concrete can be spread toward soft soil layer, can if soft soil layer volume is larger
The loss for causing a large amount of concrete causes pile cost to greatly increase.In the prior art, it often needs first to carry out at reinforcing Soft Soil Layer
Reason uses the hard building enclosures such as steel plate, and the cost of these methods is relatively high, and technology is more complex.
Utility model content
The purpose of this utility model is to provide the lateral soft building enclosures of the steel reinforcement cage for cast-in-situ bored pile, it is intended to solve
Certainly in the prior art, prevent concrete casting from spreading problem of high cost.
The utility model is realized in this way the steel reinforcement cage laterally soft building enclosure, including shape for cast-in-situ bored pile
At the soft soil layer and steel reinforcement cage in the periphery of stake holes medium position, the steel reinforcement cage is placed in the stake holes, the reinforcing bar
Section is gone along with sb. to guard him in the middle part of cage with opposite with the soft soil layer, and the section of going along with sb. to guard him is wrapped with soft cloth set, the soft cloth
Section is gone along with sb. to guard him described in set closing, the inside of the soft cloth set is by having binding banding fixed by oneself on steel reinforcement cage.
Further, the steel reinforcement cage includes multiple around the longitudinal reinforcement being arranged in juxtaposition and around multiple longitudinal directions
The stirrup of steel bar arrangement, the soft cloth set are connect with the longitudinal reinforcement and stirrup respectively.
Further, there is the soft cloth set binding item, the binding item to be fixedly connected on steel reinforcement cage.
Further, the soft cloth set is cloth set made of geomembrane bag or establishment geotextiles or earth working material.
Compared with prior art, the steel reinforcement cage provided by the utility model for cast-in-situ bored pile is laterally soft goes along with sb. to guard him knot
The periphery closing for going along with sb. to guard him section of structure, steel reinforcement cage is enclosed with soft cloth set, after steel reinforcement cage is placed in stake holes, soft cloth set partition
Inside steel reinforcement cage the coagulation of section is gone along with sb. to guard him when toward the process of the inside fill concrete of steel reinforcement cage with the connection of soft soil layer
Soil will not diffuse into Soft Soil Layer, save cost, improve the quality of concrete-pile.
Description of the drawings
Fig. 1 is that the schematic front view of soft cloth set is arranged on steel reinforcement cage that the utility model embodiment provides；
Fig. 2 is that setting soft cloth is sleeved on the cut-away illustration in using on the steel reinforcement cage of the utility model embodiment offer.
Specific implementation mode
In order to make the purpose of the utility model, technical solutions and advantages more clearly understood, below in conjunction with attached drawing and implementation
Example, the present invention will be further described in detail.It should be appreciated that specific embodiment described herein is only used to explain
The utility model is not used to limit the utility model.
The realization of the utility model is described in detail below in conjunction with specific embodiment.
It is preferred embodiment provided by the utility model referring to Fig.1 shown in -2.
The lateral soft building enclosure of steel reinforcement cage provided in this embodiment for cast-in-situ bored pile, is used in bore forming
In, soft soil layer 100 is formed on the outside of the medium position of stake holes, the steel reinforcement cage for cast-in-situ bored pile is laterally soft to go along with sb. to guard him knot
Structure includes steel reinforcement cage 12, and the middle part of steel reinforcement cage 12 has goes along with sb. to guard him section with what soft soil layer 100 was aligned, and section is gone along with sb. to guard him in steel reinforcement cage 12
Periphery be enclosed with soft cloth set 13, the soft cloth set 13 around steel reinforcement cage 12 the periphery arrangement for going along with sb. to guard him section, by steel reinforcement cage 12
Go along with sb. to guard him section closing package.
The middle part of soft cloth set 13 is in that relaxation shape is arranged, that is, the middle part of soft cloth set 13 does not tense.
The lateral soft building enclosure of the steel reinforcement cage for cast-in-situ bored pile of above-mentioned offer, in practice of construction, steel reinforcement cage
The 12 periphery closing for going along with sb. to guard him section is enclosed with soft cloth set 13, and after steel reinforcement cage 12 is placed in stake holes, soft cloth set 13 is separated
The connection of steel reinforcement cage 12 inside and soft soil layer 100, in this way, during the inside fill concrete toward steel reinforcement cage 12,
Go along with sb. to guard him section concrete will not side leakage come out, will not largely be spread to soft soil layer 100 during concrete casting, will save at
Stake cost.
Specifically, steel reinforcement cage 12 includes multiple around the longitudinal rib 121 being arranged in juxtaposition and around multiple longitudinal ribs 121
Stirrup 122, soft cloth set 13 are connect with longitudinal reinforcement 121 and stirrup 122 respectively, it is ensured that soft cloth set 13 is in steel reinforcement cage
Soundness on 12.
In the present embodiment, there is soft cloth set 13 binding item, binding item to be fixedly connected on steel reinforcement cage 12.Soft cloth set 13
It can be geomembrane bag, work out geotextiles or the cloth set of other materials.
The above is only the preferred embodiment of the utility model only, is not intended to limit the utility model, all at this
All any modification, equivalent and improvement etc., should be included in the utility model made by within the spirit and principle of utility model
Protection domain within.
Claims (4)
1. the lateral soft building enclosure of steel reinforcement cage for cast-in-situ bored pile, which is characterized in that including being formed in position in stake holes
The soft soil layer and steel reinforcement cage for the periphery set, the steel reinforcement cage are placed in the stake holes, the middle part of the steel reinforcement cage have with
The soft soil layer it is opposite go along with sb. to guard him section, the section of going along with sb. to guard him is wrapped with soft cloth set, is gone along with sb. to guard him described in the soft cloth set closing
Section, the inside of the soft cloth set is by having binding banding fixed by oneself on steel reinforcement cage.
2. as described in claim 1 for the lateral soft building enclosure of steel reinforcement cage of cast-in-situ bored pile, which is characterized in that described
Steel reinforcement cage includes multiple stirrups around the longitudinal reinforcement being arranged in juxtaposition and around multiple longitudinal reinforcement arrangements, described soft
Matter cloth set is connect with the longitudinal reinforcement and stirrup respectively.
3. as claimed in claim 1 or 2 for the lateral soft building enclosure of steel reinforcement cage of cast-in-situ bored pile, which is characterized in that
There is the soft cloth set binding item, the binding item to be fixedly connected on steel reinforcement cage.
4. as claimed in claim 1 or 2 for the lateral soft building enclosure of steel reinforcement cage of cast-in-situ bored pile, which is characterized in that
The soft cloth set is cloth set made of geomembrane bag or establishment geotextiles or earth working material.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721697339.7U CN207672563U (en) | 2017-12-07 | 2017-12-07 | The lateral soft building enclosure of steel reinforcement cage for cast-in-situ bored pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721697339.7U CN207672563U (en) | 2017-12-07 | 2017-12-07 | The lateral soft building enclosure of steel reinforcement cage for cast-in-situ bored pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207672563U true CN207672563U (en) | 2018-07-31 |
Family
ID=62968725
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721697339.7U Expired - Fee Related CN207672563U (en) | 2017-12-07 | 2017-12-07 | The lateral soft building enclosure of steel reinforcement cage for cast-in-situ bored pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207672563U (en) |
-
2017
- 2017-12-07 CN CN201721697339.7U patent/CN207672563U/en not_active Expired - Fee Related
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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: 20180731 Termination date: 20201207 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |