CN209323504U - A kind of continuous underground wall structure - Google Patents
A kind of continuous underground wall structure Download PDFInfo
- Publication number
- CN209323504U CN209323504U CN201822151472.3U CN201822151472U CN209323504U CN 209323504 U CN209323504 U CN 209323504U CN 201822151472 U CN201822151472 U CN 201822151472U CN 209323504 U CN209323504 U CN 209323504U
- Authority
- CN
- China
- Prior art keywords
- reinforcement cage
- steel reinforcement
- steel
- wall
- continuous
- 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
Abstract
The utility model discloses a kind of continuous underground wall structures, including continuous wall and it is arranged in the intracorporal steel reinforcement cage of the diaphragm wall, the steel reinforcement cage includes multiple steel reinforcement cage ontologies set gradually, the two sides of the steel reinforcement cage ontology are equipped with I-steel, and the I-steel of the two adjacent steel reinforcement cage ontologies, which is fixedly connected, makes multiple steel reinforcement cage ontologies be linked to be an entirety.Continuous underground wall structure provided by the utility model, by the way that I-steel is arranged in the two sides of steel reinforcement cage ontology, and so that multiple steel reinforcement cage ontologies is linked to be an entirety connection of the I-steel of two adjacent steel reinforcement cage ontologies, it ensure that the alignment of steel reinforcement cage, to ensure that the alignment of adjacent wall section.The utility model structure is simple, and using effect is good, use easy to spread.
Description
Technical field
The utility model relates to underground engineering technical fields, more specifically to a kind of continuous underground wall structure.
Background technique
Diaphram wall is on the ground using a kind of trench machine, along the periphery axis of deep excavation project, in mud
Under the conditions of retaining wall, a long and narrow deep trouth is excavated out, after clear slot, steel reinforcement cage is hung in slot, it is then underwater with tremie method placing
Concrete builds up a unit groove section, so carries out paragraph by paragraph, builds up continuous armored concrete wall together in underground, as cutting
Water, antiseepage, load-bearing, water-retaining structure.However in construction, if construction method is improper or construction geology condition is special, it may go out
Existing adjacent wall section cannot be aligned and the problem of leak, seriously affect subsequent construction.
Utility model content
In order to overcome the deficiencies of the prior art, the utility model provides a kind of underground wall construction, guarantees adjacent wall section alignment, prevents
Only adjacent wall section leak.
The technical scheme adopted by the utility model to solve the technical problem is as follows:
A kind of continuous underground wall structure, including continuous wall and setting are in the intracorporal steel reinforcement cage of the diaphragm wall, the steel
Muscle cage includes multiple steel reinforcement cage ontologies set gradually, and the two sides of the steel reinforcement cage ontology are equipped with I-steel, and two is adjacent described
The I-steel of steel reinforcement cage ontology, which is fixedly connected, makes multiple steel reinforcement cage ontologies be linked to be an entirety.
Preferably, the continuous wall is connected by multiple slot sections and is formed, and the junction of the two slot sections is equipped with described in fitting
The waterproof construction of slot section.
Preferably, the waterproof construction includes the lining cutting for being close to the slot section, is equipped with waterproof layer in the lining cutting.
Preferably, the longitudinal reinforcement of the steel reinforcement cage ontology is connected by screw shell.
Preferably, multiple suspension centres are evenly equipped on the steel reinforcement cage ontology.
Preferably, the two sides of the upper end of the continuous wall are equipped with and lead wall.
Preferably, the top for leading wall is 15-25 centimetres higher than ground.
The beneficial effects of the utility model are: by the way that I-steel is arranged in the two sides of steel reinforcement cage ontology, and it is adjacent by two
The I-steel connection of steel reinforcement cage ontology makes multiple steel reinforcement cage ontologies be linked to be an entirety, ensure that the alignment of steel reinforcement cage, to protect
The alignment of adjacent wall section is demonstrate,proved.The utility model structure is simple, and using effect is good, use easy to spread.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the diaphram wall of the utility model.
Fig. 2 is the structural schematic diagram of the steel reinforcement cage ontology of the continuous underground wall structure of the utility model.
Fig. 3 is the side view of the continuous underground wall structure of the utility model.
Wherein: the continuous wall of 1-, 2- steel reinforcement cage, 3- steel reinforcement cage ontology, 4- I-steel, 5- slot section, 6- lining cutting, 7- waterproof material
The bed of material, 8- screw shell, 9- suspension centre, 10- lead wall.
Specific embodiment
With reference to the accompanying drawings and examples, specific embodiment of the present utility model is described in further detail.Below
Embodiment is not intended to limit the scope of the present invention for illustrating the utility model.Based on the implementation in the utility model
Example, every other embodiment obtained by those of ordinary skill in the art without making creative efforts belong to
The range of the utility model protection.
It please refers to attached drawing 1, a kind of continuous underground wall structure of the present embodiment, including continuous wall 1 and is arranged in the company
Steel reinforcement cage 2 in continuous wall 1, the steel reinforcement cage 2 include multiple steel reinforcement cage ontologies 3 set gradually, the steel reinforcement cage ontology 3
Two sides are equipped with I-steel 4, and the I-steel 4 of the two adjacent steel reinforcement cage ontologies 3, which is fixedly connected, makes multiple steel reinforcement cages
Ontology 3 is linked to be an entirety.
Based on the continuous underground wall structure of above-mentioned technical characteristic, by the way that I-steel 4 is arranged in the two sides of steel reinforcement cage ontology 3,
And so that multiple steel reinforcement cage ontologies 3 is linked to be an entirety connection of the I-steel 4 of two adjacent steel reinforcement cage ontologies 3, it ensure that reinforcing bar
The alignment of cage 2, to ensure that the alignment of adjacent wall section.The utility model structure is simple, and using effect is good, easy to spread to make
With.
In the present embodiment, the continuous wall 1 is formed by the connection of multiple slot sections 5, and the junction of the two slot sections 5 is equipped with patch
Close the waterproof construction of the slot section 5.It, can be to avoid the junction leak of two slot sections 5 by the way that the waterproof construction is arranged.
Wherein, preferably, the waterproof construction includes the lining cutting 6 for being close to the slot section 5, waterproof layer 7 is equipped in the lining cutting 6.
Please refer to attached drawing 2, in the present embodiment, the longitudinal reinforcement of the steel reinforcement cage ontology 3 is connected by screw shell 8.By
Deeper in the depth of foundation pit, the height of the steel reinforcement cage 2 is also higher, therefore needs when making the steel reinforcement cage ontology 3 to vertical
To reinforcing bar spliced, connect longitudinal reinforcement by the way that the screw shell 8 is arranged, ensure that the intensity of connection, it is easy to operate.
In addition, needing lifting construction since the steel reinforcement cage 2 is heavier, for convenience of lifting, it is evenly equipped on the steel reinforcement cage ontology 3 multiple
Suspension centre 9.
Please refer to attached drawing 3, in the present embodiment, the two sides of the upper end of the continuous wall 1, which are equipped with, leads wall 10.Leading wall 10 is to protect
Diaphram wall position is demonstrate,proved accurately and the key of grooving quality, so having to lead the construction matter of wall 10 described in guarantee when construction
Amount.In addition, the top for leading wall 10 is 15-25 centimetres higher than ground.Preferably, the top for leading wall 10 is 20 lis higher than ground
Rice.
The above is only the preferred embodiment of the utility model, it is noted that for the common skill of the art
For art personnel, without deviating from the technical principle of the utility model, several improvement and replacement can also be made, these change
It also should be regarded as the protection scope of the utility model into replacement.
Claims (7)
1. a kind of continuous underground wall structure, it is characterised in that: including continuous wall and be arranged in the intracorporal reinforcing bar of the diaphragm wall
Cage, the steel reinforcement cage include multiple steel reinforcement cage ontologies set gradually, and the two sides of the steel reinforcement cage ontology are equipped with I-steel, two-phase
The I-steel of the adjacent steel reinforcement cage ontology, which is fixedly connected, makes multiple steel reinforcement cage ontologies be linked to be an entirety.
2. continuous underground wall structure as described in claim 1, it is characterised in that: the continuous wall connects shape by multiple slot sections
At the junction of the two slot sections is equipped with the waterproof construction for being bonded the slot section.
3. continuous underground wall structure as claimed in claim 2, it is characterised in that: the waterproof construction includes being close to the slot section
Lining cutting, waterproof layer is equipped in the lining cutting.
4. continuous underground wall structure as described in claim 1, it is characterised in that: the longitudinal reinforcement of the steel reinforcement cage ontology passes through
Screw shell connection.
5. continuous underground wall structure as described in claim 1, it is characterised in that: be evenly equipped with multiple hang on the steel reinforcement cage ontology
Point.
6. continuous underground wall structure as described in claim 1, it is characterised in that: the two sides of the upper end of the continuous wall are equipped with
Lead wall.
7. continuous underground wall structure as claimed in claim 6, it is characterised in that: the top for leading wall is 15-25 higher than ground
Centimetre.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822151472.3U CN209323504U (en) | 2018-12-20 | 2018-12-20 | A kind of continuous underground wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822151472.3U CN209323504U (en) | 2018-12-20 | 2018-12-20 | A kind of continuous underground wall structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209323504U true CN209323504U (en) | 2019-08-30 |
Family
ID=67727769
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201822151472.3U Active CN209323504U (en) | 2018-12-20 | 2018-12-20 | A kind of continuous underground wall structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209323504U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114508094A (en) * | 2022-02-21 | 2022-05-17 | 中冶华南建设工程有限公司 | Underground diaphragm wall structure of water-rich karst geology and construction method thereof |
-
2018
- 2018-12-20 CN CN201822151472.3U patent/CN209323504U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114508094A (en) * | 2022-02-21 | 2022-05-17 | 中冶华南建设工程有限公司 | Underground diaphragm wall structure of water-rich karst geology and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103669398B (en) | A kind of monoblock type cutting retaining wall | |
| CN205224016U (en) | Vertical mosaic structure of precast underground continuous wall | |
| CN210086275U (en) | Double-wall hollow open caisson foundation | |
| CN202689031U (en) | Deep foundation pit retaining and protecting retaining wall | |
| CN104120712A (en) | Construction method for underground diaphragm wall | |
| CN107663865A (en) | A kind of cable-stayed type immersed tube tunnel structure and method | |
| CN103046543A (en) | Antiskid pile with hollow outer isosceles trapezoid cross section and in unequal interval arrangement | |
| CN105002915A (en) | Construction method of steel casing guard wall of manual hole digging pile | |
| CN209323504U (en) | A kind of continuous underground wall structure | |
| CN204000840U (en) | Concrete floral tube slip casting uplift pile | |
| CN109322311A (en) | Assembled support construction technique based on coercion underground continuous wall structure | |
| CN210263026U (en) | Anti structure that floats of hole-forming bored concrete pile steel sleeve is protected to mud dado of going out terrace | |
| CN102434718B (en) | Method for reinforcing originating end of push bench | |
| CN202124863U (en) | Screw anchor excavated composite foundation | |
| CN203625928U (en) | Integrated cutting retaining wall | |
| CN204492705U (en) | Assembly combined bottomless steel case mud pit | |
| CN203977417U (en) | Ribs built-in steel casing for a kind of pile of deep water pile foundation | |
| CN206736920U (en) | A kind of internal-expansion type pipe drawing device | |
| CN202323941U (en) | Retaining wall device for manual hole digging pile | |
| CN110258513A (en) | A kind of construction method of the diaphram wall through super thick silty sand ground | |
| CN203049588U (en) | Pit-in-pit cylindrical mould | |
| CN206721868U (en) | A kind of drain bar piling machine stake mouth | |
| CN202530438U (en) | Drainage system for reinforcing deep silt foundation | |
| CN205999941U (en) | A kind of underground continuous wall section attachment means | |
| CN211713996U (en) | Light well point dewatering system for foundation pit |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |