CN203730003U - Integral hydraulic template for use in wall casing of vertical well - Google Patents
Integral hydraulic template for use in wall casing of vertical well Download PDFInfo
- Publication number
- CN203730003U CN203730003U CN201420132034.1U CN201420132034U CN203730003U CN 203730003 U CN203730003 U CN 203730003U CN 201420132034 U CN201420132034 U CN 201420132034U CN 203730003 U CN203730003 U CN 203730003U
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- main body
- template
- wall casing
- hydraulic
- vertical well
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Abstract
The utility model discloses an integral hydraulic template for use in wall casing of a vertical well. The entire template is cylindrical, and is spliced by using four main body templates of the same sizes in the circumferential direction; every two adjacent main body templates are connected with each other through a demolding oil cylinder, and a movable template is arranged in a gap between every two adjacent main body templates; each main body template is suspended on a lower layer disk through a steel wire rope. By adopting the integral hydraulic template, the problems and defects in the conventional two types of inner wall casing construction method are solved/overcome, the inner wall casing construction safety of the vertical well is enhanced, the construction speed is increased, the construction labor cost is lowered, the labor intensity of workers is lowered, and the inner wall casing concrete intensity of the vertical well is enhanced.
Description
Technical field:
The utility model relates to a kind of vertical jacket wall integrated hydraulic template.
Background technology:
In mine vertical shaft cover inner wall construction, domestic main employing piece rigging and two kinds of construction methods of hydraulic slip-form cover inwall at present.Adopt piece rigging because formwork number is more, quantity is larger, and transport up and down, dismounting labour intensity are high, and efficiency is low, wastes a large amount of attachment bolts, and it is dangerous to construct, and repeatedly security incident once occurs; Sliding formwork cover inner wall construction is because concrete grade is more and more higher, concrete toughness also uprises in succession, often there is the phenomenons such as sliding formwork is stuck in slding form operation, simultaneously due to upwards sliding effect, often there is the crackle that stretches in concrete inner wall, so some units ban use of sliding formwork cover inner wall construction, above two kinds of construction methods can not finely meet fast, safe, high-quality construction requirement.
Summary of the invention:
For overcoming the defect of prior art, the purpose of this utility model is to provide a kind of vertical jacket wall integrated hydraulic template, and this template is operated and can automatically be received expansion by hydraulic system, realizes steady shuttering, the demoulding and the function such as moves.Utilize wire rope suspensioning on lower floor's hanging scaffold, realize hanging scaffold and integrated hydraulic template moves up and down by ground stable car collection control operation, reach from bottom to top and overlap inner wall construction, solved the problem and shortage that order first two cover inner wall construction method exists.Improve the safety of vertical cover inner wall construction, accelerated speed of application, reduced construction labour cost and alleviate labor strength, improved vertical cover internal-wall concrete intensity and quality.
The utility model technical solution problem adopts following technical scheme:
Vertical jacket wall integrated hydraulic template, integral mold plate is cylindrical shape, described integral mold plate is spliced to form by the main body template of four formed objects in a circumferential direction, between adjacent two main body templates, interconnect by demoulding oil jar, and gap between adjacent two main body templates arranges traveling formwork;
Each described main body template is coiled in lower floor by wire rope suspensioning.
Demoulding oil jar between every adjacent two main body templates is set to three, three oil cylinder longitudinally decile distributions in main body template.
On described lower floor dish, be provided with Hydraulic Station, described Hydraulic Station is connected to the flexible power that provides of demoulding oil jar by high-pressure rubber pipe and each described demoulding oil jar.
The tie point of every described wire rope and every described main body template is two, and eight tie points decile on the circumferencial direction of described integral mold plate distributes altogether.
Compared with the prior art, the beneficial effects of the utility model are embodied in:
Reach integral mold plate reducing by manipulation demoulding oil jar, realize fast steady moulding/demoulding, control stable car by collection and realize moving up and down of hydraulic pressure main body template and the 3rd layer operation hanging scaffold, the work of concrete jacket inwall is carried out continuously, guarantee cover internal-wall concrete construction quality and construction safety, simple to operate easy to use.
Brief description of the drawings:
Figure 1A, 1B are the utility model structural representation and top view; Fig. 2 is schematic diagram after block wall; Fig. 3 is schematic diagram after the template demoulding is shunk; Fig. 4 prepares the front schematic diagram of steady mould after the template demoulding moves up; Fig. 5 is for building the rear schematic diagram of the steady module dress of wall front template.
Number in the figure: 1 main body template, 2 traveling formworks, 3 demoulding oil jars, 4 point of suspension, 5 wire rope, 6 lower floor's dishes, 7 Hydraulic Stations, 8 high-pressure rubber pipes, 9 the 3rd layers of hanging scaffold.
Below pass through detailed description of the invention, and the utility model is described in further detail by reference to the accompanying drawings.
Detailed description of the invention:
Embodiment: in conjunction with Fig. 1-5, the vertical jacket wall integrated hydraulic template of the present embodiment, integral mold plate is cylindrical shape, be spliced to form by the main body template 1 of four formed objects in a circumferential direction, between every adjacent two main body templates, interconnect by demoulding oil jar 3, and gap between adjacent two main body templates arranges traveling formwork 2, traveling formwork is connected in main body template by wire rope; Each main body template 1 is suspended on lower floor's dish 6 by wire rope 5.
In specifically arranging, the demoulding oil jar 3 between every adjacent two main body templates is set to three, three oil cylinder longitudinally decile distributions in main body template.
On lower floor's dish 6, be provided with Hydraulic Station 7, Hydraulic Station is connected to the flexible power that provides of demoulding oil jar by high-pressure rubber pipe 8 and each demoulding oil jar 3.
Every wire rope 5 is two with the tie point of every main body template 1, and eight tie points decile on the circumferencial direction of integral mold plate distributes altogether.
In concrete enforcement, by the flexible reducing of realizing integral mold plate of hydraulic ejection oil cylinder 3, thereby reach the object of steady shuttering and the demoulding.Utilize the lower end of suspending steel wire rope 5 and the point of suspension 4 of main body template 1 to be connected, wire rope upper end and lower floor's dish 6 are connected, drive lower floor's dish (hanging scaffold) and hydraulic pressure main body template to move up and down by ground stable car collection control, realize jacket wall from bottom to top, hydraulic ejection oil cylinder is connected by the Hydraulic Station 7 on high-pressure rubber pipe 8 and lower floor's dish 6, by the flexible process that realizes the reducing demoulding, steady mould of Hydraulic Station 7 regulator solution compressing cylinders.
When the up block wall of template, as shown in Figure 2.High-pressure rubber pipe 8 connects with demoulding oil jar 3 Hydraulic Stations 7, by regulating Hydraulic Station 7 fuel system, demoulding oil jar 3 is shunk, and takes out before this traveling formwork 2 and realizes hydraulic pressure main body template 1 and borehole wall disengaging, as shown in Figure 3.Utilize lower floor's dish 6 to be connected by link wire rope 5 and the point of suspension 4 on integral mold plate, by ground stable car collection control, the template of shrinking reducing is risen to the position that needs jacket wall, as shown in Figure 4.Regulate Hydraulic Station 7 fuel system, demoulding oil jar 3 is extended, add traveling formwork 2, and close blocking device, ensure the indeformable contraction of template, reach group shuttering, complete the preparation before concreting, as shown in Figure 5.After this section concrete has been built, utilize the 3rd layer of hanging scaffold 9(carrying constructor) transfer to lower floor and solidified template position, carry out next periodic duty, by that analogy, thereby reach the concreting borehole wall from bottom to top.
All symmetry is uniform for the main body template of this integrated suspension hydraulic formwork, traveling formwork, hydraulic jack, point of suspension, can ensure that its center of gravity is on the center of circle, can ensure that again template is indeformable.
Integrated suspension hydraulic formwork is simple to operate, easy to assembly quick, fundamentally solve the block rigging dismounting of vertical jacket wall labour intensity large, employment is many, benefit is low, unsafe risk has solved again the phenomenons such as frequent template sliding lifting is motionless and sliding easy drawing crack concrete walling occurs crackle that sliding formwork jacket wall exists simultaneously, reaches fast, the object of high-quality, efficient, safe construction.
Claims (4)
1. vertical jacket wall integrated hydraulic template, it is characterized in that, integral mold plate is cylindrical shape, described integral mold plate is spliced to form by the main body template (1) of four formed objects in a circumferential direction, between adjacent two main body templates, interconnect by demoulding oil jar (3), and gap between adjacent two main body templates arranges traveling formwork (2);
Each described main body template (1) is suspended on lower floor's dish (6) by wire rope (5).
2. vertical jacket wall integrated hydraulic template according to claim 1, is characterized in that, the demoulding oil jar (3) between every adjacent two main body templates is set to three, three oil cylinder longitudinally decile distributions in main body template.
3. vertical jacket wall integrated hydraulic template according to claim 1, it is characterized in that, on described lower floor's dish (6), be provided with Hydraulic Station (7), described Hydraulic Station is connected to the flexible power that provides of demoulding oil jar by high-pressure rubber pipe (8) and each described demoulding oil jar (3).
4. vertical jacket wall integrated hydraulic template according to claim 1, it is characterized in that, every described wire rope (5) is two with the tie point of every described main body template (1), and eight tie points decile on the circumferencial direction of described integral mold plate distributes altogether.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420132034.1U CN203730003U (en) | 2014-03-21 | 2014-03-21 | Integral hydraulic template for use in wall casing of vertical well |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420132034.1U CN203730003U (en) | 2014-03-21 | 2014-03-21 | Integral hydraulic template for use in wall casing of vertical well |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203730003U true CN203730003U (en) | 2014-07-23 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420132034.1U Expired - Fee Related CN203730003U (en) | 2014-03-21 | 2014-03-21 | Integral hydraulic template for use in wall casing of vertical well |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203730003U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103850686A (en) * | 2014-03-21 | 2014-06-11 | 中煤矿山建设集团有限责任公司 | Vertical shaft sleeve wall integral hydraulic template |
-
2014
- 2014-03-21 CN CN201420132034.1U patent/CN203730003U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103850686A (en) * | 2014-03-21 | 2014-06-11 | 中煤矿山建设集团有限责任公司 | Vertical shaft sleeve wall integral hydraulic template |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140723 Termination date: 20160321 |