CN201574396U - Retaining wall device for excavated foundations - Google Patents
Retaining wall device for excavated foundations Download PDFInfo
- Publication number
- CN201574396U CN201574396U CN2009202710245U CN200920271024U CN201574396U CN 201574396 U CN201574396 U CN 201574396U CN 2009202710245 U CN2009202710245 U CN 2009202710245U CN 200920271024 U CN200920271024 U CN 200920271024U CN 201574396 U CN201574396 U CN 201574396U
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- CN
- China
- Prior art keywords
- digs
- draw
- formula basis
- hollow column
- breast wall
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- 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.)
- Expired - Fee Related
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Abstract
The utility model relates to a retaining wall device for excavated foundations. The retaining wall device comprises a hollow cylindrical body formed by a steel wire mesh and concrete surrounding the steel wire mesh, wherein the steel wire mesh and the concrete are cemented, and the outer side length or diameter of the hollow cylindrical body is identical to the side length or outer diameter of a pre-designed excavated foundation. The utility model has the advantages that as the profile of the retaining wall device is matched with that of the pre-designed excavated foundation, the retaining wall device can be arranged on a trench wall of the pre-designed excavated foundation to be formed during the construction of the excavated foundation; and due to higher firmness and intensity of the hollow cylindrical body, the retaining wall device can effectively prevent the trench wall soil body from collapsing, thereby providing effective safety protection for the construction of the excavated foundation, and improving the construction safety of the excavated foundation.
Description
Technical field
The utility model relates to a kind of building foundation engineering field, particularly relates to a kind of breast wall apparatus that digs the formula basis that is used to draw.
Background technology
In the building foundation engineering field, it is comparatively common to draw the formula basis of digging.Draw and dig the formula basis and drawing when digging operation, the stability of the hole wall soil body is closely related with constructor's personal safety, generally is far longer than the human body height owing to draw the formula foundation depth of digging, so in case cheat the wall soil body and cave in, constructor's life will can not get guarantee.At present, draw and dig the formula basis and in work progress, do not have reliable safety precautions, have bigger potential safety hazard.
The utility model content
The utility model provides a kind of breast wall apparatus that digs the formula basis that is used to draw, and draws the working security that digs the formula basis in order to raising.
The utility model provides a kind ofly is used to draw the breast wall apparatus that digs the formula basis, comprise: by steel fabric sheet with around the glued hollow column that forms of described steel fabric sheet concrete on every side, the outer length of side or the external diameter of described hollow column, with design in advance to draw the length of side or the external diameter that dig the formula basis identical.
On the basis of technique scheme, optionally, described hollow columnar body by integral forming or spicing forming type; The wall thickness of described hollow column is 4cm-6cm; The sectional area of described hollow column is circular or square.
On the basis of technique scheme, optionally, the quantity of described hollow column is a plurality of, and one of the continuous formation of a plurality of described hollow columns is rectangular; Each described hollow column is contour; A plurality of described hollow column butt joints are the total length after the one, equal the height that digs the formula basis of drawing of described design in advance.
The utility model digs formula foundation outline coupling with drawing of design in advance, in drawing the work progress that digs the formula basis, the utility model breast wall apparatus can be arranged on to be formed drawing digs on the hole wall on formula basis, because the hollow column of breast wall apparatus has soundness and intensity preferably, therefore can effectively prevent to cheat the wall soil body caves in, thereby provide effective security protection for drawing the work progress that digs the formula basis, improved and drawn the working security that digs the formula basis.
Description of drawings
In order to be illustrated more clearly in the utility model embodiment or technical scheme of the prior art, to do to introduce simply to the accompanying drawing of required use in embodiment or the description of the Prior Art below, apparently, accompanying drawing in describing below only is embodiment more of the present utility model, for those of ordinary skills, under the prerequisite of not paying creative work, can also obtain other accompanying drawing according to these accompanying drawings.
Fig. 1 is used to draw the structural representation of the breast wall apparatus that digs the formula basis for the utility model;
Fig. 2 is drawing the application example schematic diagram that digs in the formula foundation construction for the utility model breast wall apparatus.
Description of reference numerals:
The 11-steel fabric sheet; The 12-concrete; 13-draws and digs the formula basis;
14-fore shaft backplate; The 15-face of land.
The specific embodiment
Below in conjunction with the accompanying drawing among the utility model embodiment, the technical scheme among the utility model embodiment is clearly and completely described, obviously, described embodiment only is the utility model part embodiment, rather than whole embodiment.Based on the embodiment in the utility model, those of ordinary skills are not paying the every other embodiment that is obtained under the creative work prerequisite, all belong to the scope of the utility model protection.
Fig. 1 is used to draw the structural representation of the breast wall apparatus that digs the formula basis for the utility model.As shown in Figure 1, the utility model breast wall apparatus comprises the columns that formed by steel fabric sheet 11 and concrete 12 gluings around steel fabric sheet 11, and the column of formation has hollow structure, hereinafter referred to as hollow column.The outer length of side or the external diameter of hollow column, with design in advance to draw the length of side or the external diameter that dig formula basis 13 identical.
In the technique scheme, optionally, the hollow columnar body by integral forming; Perhaps, the sliceable moulding of hollow column is for example spliced with the glued part that forms of mixed earth respectively by the polylith steel fabric sheet, forms required hollow column.
In order to reach supporting protection effect preferably, can with the wall thickness of hollow column 4cm-6cm, preferred, the wall thickness of hollow column is 5cm.The shape of hollow column and design in advance to draw the shape of digging the formula basis identical, if draw dig the formula basis cross sectional shape for circular or square, then the shape of hollow column also should be circular or square mutually.
Because it is bigger to draw the height that digs the formula basis, in order to improve the convenience of construction, one of the formation that a plurality of hollow columns can be linked to each other is rectangular, and the total length of the hollow column of the formation that links to each other equals or be slightly larger than to draw the overall height of digging the formula basis.Each saves the contour design of hollow column, to improve the convenience of construction.
The utility model breast wall apparatus digs formula foundation outline coupling with drawing of design in advance, in drawing the work progress that digs the formula basis, the utility model breast wall apparatus can be arranged on to be formed drawing digs on the hole wall on formula basis, because the hollow column of breast wall apparatus has soundness and intensity preferably, therefore can effectively prevent to cheat the wall soil body caves in, thereby provide effective security protection for drawing the work progress that digs the formula basis, improved and drawn the working security that digs the formula basis.
Fig. 2 is drawing the application example schematic diagram that digs in the formula foundation construction for the utility model breast wall apparatus.As shown in Figure 2, the utility model breast wall apparatus can form drawing to dig in the formula foundation construction process, digs the hole wall that drawing of formula basis dig pit and carries out the safety supports protection being used to draw.Concrete, the utility model digs the job practices of carrying out the safety supports protection in the formula foundation construction and may further comprise the steps drawing:
Step 1, draw and dig drawing when digging the formula foundation construction segmentation height.Each section is high to be 1m-1.5m, draws the diameter of digging pit and equals to draw the intended diameter of digging formula basis 13 and the design wall thickness sum of breast wall apparatus, and preferred, the wall thickness of breast wall apparatus is 5cm.
Step 2, finish first section high L1 draw dig after, adopt 14 pairs of fore shaft backplates to draw to scrape out draw to dig pit carried out fore shaft.Fore shaft backplate 14 can be assembled into an integral body by several piece, and draws the high part of this section of digging pit and form annular retaining wall zone.Fore shaft backplate 14 can extend to few 1.5m on the face of land 15 by drawing the outer wall of digging pit outside the hole, the length of the backplate of first section high L1 in foundation pit is identical with first section high height.
Step 3, in annular retaining wall zone, arrange one deck ring like steel wire net sheet 11.
Step 4, in annular retaining wall zone concreting 12, concrete around steel fabric sheet 11 gluings be one.For shortening the engineering time, can select the quick-dry type concrete.
Step 5, when concrete 12 reaches form removal intensity, remove fore shaft backplate 14.
Can form first section hollow column by step 1-5.
Next, can adopt the same procedure shown in the step 1-5, continuing forms other hollow columns, for example: adopt method shown in the step 1 to draw and dig second section high L2; Adopt the method shown in the step 2 to draw the part layout fore shaft backplate that digs out, form annular retaining wall zone newly; Adopt the method shown in the step 3 in annular retaining wall zone, to arrange ring like steel wire net sheet; Adopt the method concreting in annular retaining wall zone shown in the step 4; When concrete reaches form removal intensity, adopt the method shown in the step 5 to remove the fore shaft backplate.Formed second section hollow column like this.By that analogy, adopt identical method to form the multistage hollow column, the multistage hollow column by the concrete gluing be one rectangular, equal or be slightly larger than to draw to dig the formula Base Design degree of depth until the final lengths of hollow column, also promptly formed the breast wall apparatus that the utility model provides.
Drawing after the outer wall formation breast wall apparatus of digging pit at the employing said method, can form draw at the cavity of breast wall apparatus and dig the formula basis.Because the hollow column of breast wall apparatus has soundness and intensity preferably, therefore can effectively prevent to cheat the wall soil body and cave in, thereby provide effective security protection for drawing the work progress that digs the formula basis, improved and drawn the safety of digging the formula foundation construction.
It should be noted that at last: above embodiment only in order to the explanation the technical solution of the utility model, is not intended to limit; Although the utility model is had been described in detail with reference to previous embodiment, those of ordinary skill in the art is to be understood that: it still can be made amendment to the technical scheme that previous embodiment is put down in writing, and perhaps part technical characterictic wherein is equal to replacement; And these modifications or replacement do not make the essence of appropriate technical solution break away from the spirit and scope of the utility model embodiment technical scheme.
Claims (7)
1. one kind is used to draw the breast wall apparatus that digs the formula basis, it is characterized in that, comprise: by steel fabric sheet and the glued hollow column that forms of the concrete around the described steel fabric sheet, the outer length of side or the external diameter of described hollow column, with design in advance to draw the length of side or the external diameter that dig the formula basis identical.
2. according to claim 1ly be used to draw the breast wall apparatus that digs the formula basis, it is characterized in that described hollow columnar body by integral forming or spicing forming type.
3. according to claim 1ly be used to draw the breast wall apparatus that digs the formula basis, it is characterized in that the wall thickness of described hollow column is 4cm-6cm.
4. according to claim 1ly be used to draw the breast wall apparatus that digs the formula basis, it is characterized in that the sectional area of described hollow column is circular or square.
5. according to claim 1ly be used to draw the breast wall apparatus that digs the formula basis, it is characterized in that the quantity of described hollow column is a plurality of, a plurality of described hollow columns link to each other form one rectangular.
6. according to claim 5ly be used to draw the breast wall apparatus that digs the formula basis, it is characterized in that each described hollow column is contour.
7. according to claim 5ly be used to draw the breast wall apparatus that digs the formula basis, it is characterized in that a plurality of described hollow columns butt joints are the total length after the one, equal the height that digs the formula basis of drawing of described design in advance.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009202710245U CN201574396U (en) | 2009-11-25 | 2009-11-25 | Retaining wall device for excavated foundations |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009202710245U CN201574396U (en) | 2009-11-25 | 2009-11-25 | Retaining wall device for excavated foundations |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201574396U true CN201574396U (en) | 2010-09-08 |
Family
ID=42694273
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009202710245U Expired - Fee Related CN201574396U (en) | 2009-11-25 | 2009-11-25 | Retaining wall device for excavated foundations |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201574396U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105257304A (en) * | 2015-11-19 | 2016-01-20 | 宋明富 | Giant vertical shield machine |
| CN110700283A (en) * | 2019-10-24 | 2020-01-17 | 中国电建集团重庆工程有限公司 | Pile foundation retaining wall locking process |
| CN110700247A (en) * | 2019-09-27 | 2020-01-17 | 中冶交通建设集团有限公司 | Construction method for cast-in-place pile to penetrate through quicksand layer |
-
2009
- 2009-11-25 CN CN2009202710245U patent/CN201574396U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105257304A (en) * | 2015-11-19 | 2016-01-20 | 宋明富 | Giant vertical shield machine |
| CN105257304B (en) * | 2015-11-19 | 2018-05-25 | 宋明富 | Huge vertical shield machine |
| CN110700247A (en) * | 2019-09-27 | 2020-01-17 | 中冶交通建设集团有限公司 | Construction method for cast-in-place pile to penetrate through quicksand layer |
| CN110700283A (en) * | 2019-10-24 | 2020-01-17 | 中国电建集团重庆工程有限公司 | Pile foundation retaining wall locking process |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee |
Owner name: CHINA ENERGY ENGINEERING GROUP GANSU ELECTRIC POWE Free format text: FORMER NAME: GANSU PROV. ELECTRIC POWER DESIGN INST. |
|
| CP01 | Change in the name or title of a patent holder |
Address after: 730050 No. 23 West Construction Road, Qilihe District, Gansu, Lanzhou Patentee after: Co., Ltd of Chinese energy construction group Gansu Prov. Electric Power Design Inst. Address before: 730050 No. 23 West Construction Road, Qilihe District, Gansu, Lanzhou Patentee before: Gansu Prov. Electric Power Design Inst. |
|
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20100908 Termination date: 20181125 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |