CN106150524B - A kind of device producing tunnel water handling non-fine concrete building block - Google Patents
A kind of device producing tunnel water handling non-fine concrete building block Download PDFInfo
- Publication number
- CN106150524B CN106150524B CN201610690619.9A CN201610690619A CN106150524B CN 106150524 B CN106150524 B CN 106150524B CN 201610690619 A CN201610690619 A CN 201610690619A CN 106150524 B CN106150524 B CN 106150524B
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- CN
- China
- Prior art keywords
- inner template
- pipe
- slot
- vertical
- exterior sheathing
- 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.)
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 44
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 19
- 239000010959 steel Substances 0.000 claims abstract description 19
- 238000012423 maintenance Methods 0.000 claims abstract description 10
- 238000005507 spraying Methods 0.000 claims abstract description 6
- 238000004519 manufacturing process Methods 0.000 claims abstract description 4
- 239000000203 mixture Substances 0.000 claims description 3
- 238000010276 construction Methods 0.000 description 7
- 238000010586 diagram Methods 0.000 description 6
- 230000001680 brushing effect Effects 0.000 description 2
- 239000003795 chemical substances by application Substances 0.000 description 2
- 230000008020 evaporation Effects 0.000 description 2
- 238000001704 evaporation Methods 0.000 description 2
- 239000004746 geotextile Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000009825 accumulation Methods 0.000 description 1
- 230000003321 amplification Effects 0.000 description 1
- 238000010923 batch production Methods 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 238000003199 nucleic acid amplification method Methods 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 238000003860 storage Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
- E21D11/04—Lining with building materials
- E21D11/10—Lining with building materials with concrete cast in situ; Shuttering also lost shutterings, e.g. made of blocks, of metal plates or other equipment adapted therefor
- E21D11/102—Removable shuttering; Bearing or supporting devices therefor
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
- E21D11/38—Waterproofing; Heat insulating; Soundproofing; Electric insulating
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
- E21D11/38—Waterproofing; Heat insulating; Soundproofing; Electric insulating
- E21D11/381—Setting apparatus or devices
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21F—SAFETY DEVICES, TRANSPORT, FILLING-UP, RESCUE, VENTILATION, OR DRAINING IN OR OF MINES OR TUNNELS
- E21F16/00—Drainage
- E21F16/02—Drainage of tunnels
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
- Moulds, Cores, Or Mandrels (AREA)
Abstract
Production tunnel water handling is related to a kind of device producing tunnel water handling non-fine concrete building block with the device of non-fine concrete building block.Mainly it is to solve the problems such as current mold for producing non-fine concrete building block needs is more and design.Prefabricated mould includes bottom plate, exterior sheathing horizontal edge has semicircular pipe end slot and vertical inner template slot, exterior sheathing longitudinal edge has oblique inner template slot, vertical inner template is inserted in vertical inner template slot, oblique inner template is inserted in oblique inner template slot, the inserting groove of oblique inner template is inserted in the socket joint slot of vertical inner template, has pipe between vertical inner template and oblique inner template；Semicircular pipe is inserted in the slot of semicircular pipe end, there is support round steel in pipe and semicircular pipe；The transverse connecting pipe of maintenance rack is connected to vertical supporting pipe, and vertical supporting bottom of the tube has traveling wheel, there is water inlet on vertical supporting pipe, has hole for water spraying, water accumulating disc to be fixed on vertical supporting pipe on transverse connecting pipe.Advantage is to reduce template input.
Description
Technical field：
The present invention relates to a kind of devices producing tunnel water handling non-fine concrete building block.
Background technology：
With the rapid development of the infrastructure projects such as China express railway, Tunnel Engineering is more and more, tunnel water handling
It is to ensure that constructing tunnel quality and its critical process of later stage operation.Longitudinal blind pipe top needs to lay in existing tunnel water handling
One layer of non-fine concrete seeps water to filter sundries to blind pipe, and non-fine concrete is all made of live mixing in constructing tunnel at present
Laying, there are accumulation molding difficulty, scene proportionings to be difficult to control for the non-fine concrete of live mixing, after concrete laying because not and
Shi Chuning slurries easily flow into blind pipe and result in blockage, and civilized construction is poor, low construction efficiency, and overall cost is high, concrete construction quality
The problems such as being difficult to be effectively controlled, and problem above can be avoided using non-fine concrete prefabricated section, but deposited in prefabrication process
The problems such as mold needed for batch production is more, and construction site needed for building block is larger before upkeep charges expenses of labour water, final set, because of the invention
A kind of non-fine concrete prefabricated section of simple and effective and its make mold, maintenance storage device is particularly important.
Invention content：
Technical problem to be solved by the invention is to provide a kind of simple in structure, high production tunnel water handlings of production efficiency
With the device of non-fine concrete building block.
What above-mentioned purpose was realized in：It includes prefabricated mould and maintenance rack；
The prefabricated mould includes bottom plate, further includes exterior sheathing, and the exterior sheathing is by two longitudinal edges and two horizontal edges
Composition, two longitudinal edges of exterior sheathing are welded and fixed with two longitudinal edges of bottom plate respectively, two horizontal edges of exterior sheathing respectively with bottom
Two widthwise edges of plate are connected and fixed, all corresponding on the inside of two horizontal edges of the exterior sheathing to be equipped with several semicircle pipe ends
Corresponding several oblique inner templates that are equipped in two longitudinal edges inside of portion's slot and vertical inner template slot, the exterior sheathing are inserted
Slot, further includes several vertical inner templates and several oblique inner templates, and the both ends of the vertical inner template are respectively inserted in outside
On two horizontal edges of template in corresponding vertical inner template slot, the both ends of the oblique inner template are respectively inserted in exterior sheathing two
On a longitudinal edge in corresponding oblique inner template slot, it is located at the vertical inner template of vertical inner template and oblique inner template infall
It is equipped with opening up socket joint slot, the oblique inner template at this is equipped with downward opening inserting groove, and oblique inner template is inserted
Access slot is inserted in the socket joint slot of vertical inner template, each between two adjacent vertical inner templates and two neighboring oblique inner template
Space in be designed with a pipe, be designed in each pipe several support round steel, it is described it is each support round steel bottom all
It is fixed on bottom plate, it is each that round steel is supported all to be contacted with round tube inner wall；In each vertical inner template, oblique inner template and exterior sheathing
A semicircular pipe is set in space between horizontal edge, the both ends of semicircular pipe are respectively inserted in two semicircles on the horizontal edge of exterior sheathing
In shape tube end slot, a support round steel is designed in each semicircular pipe, the bottom of the support round steel is fixed on bottom plate
On, support round steel is contacted with the inner wall of semicircular pipe；It is into the space between vertical inner template, oblique inner template and pipe and perpendicular
Non-fine concrete is poured into the space between inner template, oblique inner template and semicircular pipe, several pieces of tops can be obtained as point
Shape, bottom have the non-fine concrete building block of semi-circular recesses；Before pouring non-fine concrete building block, to bottom plate, exterior sheathing, it is vertical in
Template, oblique inner template carry out brushing releasing agent.
The maintenance rack includes frame, and the frame is by several vertical supporting pipes and several transverse connecting pipe groups
At each transverse connecting pipe is arranged above and below, and each transverse connecting pipe is connected with the vertical supporting pipe positioned at its both sides respectively, erects
It is equipped with traveling wheel to support bottom of the tube, one of vertical supporting pipe is equipped with water inlet, is designed on each transverse connecting pipe
Several hole for water sprayings, the lower section for being located at transverse connecting pipe bottom are equipped with water accumulating disc, and the water accumulating disc is fixed on vertical supporting
Guan Shang, water accumulating disc are equipped with water outlet.It is placed on transverse connecting pipe together with prefabricated mould after concreting, concrete surface
Geotextiles are covered, are intake by the water inlet on vertical supporting pipe, water drips from the hole for water spraying ejection on transverse connecting pipe
Maintenance is dripped except evaporation residual fraction, is pooled in water accumulating disc, flows back and recycle from water outlet.
It is an advantage of the invention that：Using this equipment carry out non-fine concrete prefabricated section pour substantially increase prefabricated construction into
Degree reduces template input, reduces labour cost, reduce construction cost, enhances maintenance effect, can effectively control no sand coagulation
The construction quality of soil.
Description of the drawings：
Fig. 1 is the overlooking structure diagram of prefabricated mould in the present invention；
Fig. 2 is the main structure diagram of prefabricated mould in the present invention；
Fig. 3 is the vertical internal model plate structure schematic diagram in prefabricated mould of the present invention；
Fig. 4 is the formwork structure schematic diagram in the diagonal in prefabricated mould of the present invention；
Fig. 5 be amplification Fig. 1 in structural schematic diagram at A；
Fig. 6 is the structural schematic diagram that rack is conserved in the present invention.
Specific implementation mode：
It includes prefabricated mould 1 and maintenance rack 2；
Referring to Fig.1-5, the prefabricated mould 1 includes bottom plate 1-1, further includes exterior sheathing, the exterior sheathing is by two
A longitudinal edge 1-2 and two horizontal edges 1-3 form, and two longitudinal edges of exterior sheathing are welded and fixed with two longitudinal edges of bottom plate respectively,
Two horizontal edges of exterior sheathing are connected and fixed with two widthwise edges of bottom plate respectively, all opposite on the inside of two horizontal edges of the exterior sheathing
That answers is equipped with several semicircular pipe end slots 1-4 and vertical inner template slot 1-5, in two longitudinal edges of the exterior sheathing
Side is corresponding to be equipped with several oblique inner template slots 1-6, further includes that several vertical inner templates 1-7 are oblique with several
Inner template 1-8, the both ends of the vertical inner template are respectively inserted in corresponding vertical inner template on two horizontal edges of exterior sheathing and insert
In slot, the both ends of the oblique inner template are respectively inserted on two longitudinal edges of exterior sheathing in corresponding oblique inner template slot,
It is equipped with opening up socket joint slot 1-9 positioned at vertical inner template and the vertical inner template of oblique inner template infall, at this
Oblique inner template is equipped with downward opening inserting groove 1-10, and the inserting groove of oblique inner template is inserted in the socket joint of vertical inner template
In slot, each a pipe is designed in the space between two adjacent vertical inner templates and two neighboring oblique inner template
1-11, several support round steel 1-12 are designed in each pipe, the bottom of each support round steel is all fixed on bottom plate,
Each support round steel is all contacted with round tube inner wall；Sky between each vertical inner template, oblique inner template and the horizontal edge of exterior sheathing
Interior to set a semicircular pipe 1-13, the both ends of semicircular pipe are respectively inserted in two semicircle pipe ends on the horizontal edge of exterior sheathing
In portion's slot, a support round steel is designed in each semicircular pipe, the bottom of the support round steel is fixed on bottom plate, supports
Round steel is contacted with the inner wall of semicircular pipe；Into the space between vertical inner template, oblique inner template and pipe and vertical internal model
Non-fine concrete is poured in space between plate, oblique inner template and semicircular pipe, it is pointed, bottom that several pieces of tops, which can be obtained,
There is the non-fine concrete building block of semi-circular recesses；Before pouring non-fine concrete building block, to bottom plate, exterior sheathing, vertical inner template, tiltedly
Brushing releasing agent is carried out to inner template.
With reference to Fig. 6, the maintenance rack 2 includes frame, and the frame is by several vertical supporting pipes 2-1 and several
A transverse connecting pipe 2-2 forms, and each transverse connecting pipe is arranged above and below, each transverse connecting pipe respectively with positioned at its both sides
Vertical supporting pipe is connected, and vertical supporting bottom of the tube is equipped with traveling wheel 2-3, and one of vertical supporting pipe is equipped with water inlet
2-4, several hole for water sprayings 2-5 are designed on each transverse connecting pipe, are equipped with positioned at the lower section of transverse connecting pipe bottom
Water accumulating disc 2-6, the water accumulating disc are fixed on vertical supporting pipe, and water accumulating disc is equipped with water outlet 2-7.After concreting with
Prefabricated mould is placed on transverse connecting pipe together, concrete surface cover geotextiles, by the water inlet on vertical supporting pipe into
Water, water carry out maintenance of dripping from the hole for water spraying ejection on transverse connecting pipe, drip except evaporation residual fraction, be pooled to water accumulating disc
In, it flows back and recycles from water outlet.
Claims (2)
1. a kind of device producing tunnel water handling non-fine concrete building block, it is characterized in that：Including prefabricated mould（1）；It is described
Prefabricated mould include bottom plate（1—1）, further include exterior sheathing, the exterior sheathing is by two longitudinal edges（1—2）With two horizontal edges
（1—3）Composition, two longitudinal edges of exterior sheathing are welded and fixed with two longitudinal edges of bottom plate respectively, two horizontal edges point of exterior sheathing
It is not connected and fixed with two widthwise edges of bottom plate, it is all corresponding on the inside of two horizontal edges of the exterior sheathing to be equipped with several semicircles
Shape tube end slot（1—4）With vertical inner template slot（1—5）, two longitudinal edges inside of the exterior sheathing is corresponding to be equipped with
Several oblique inner template slots（1—6）, further include several vertical inner templates（1—7）With several oblique inner templates（1—
8）, the both ends of the vertical inner template are respectively inserted on two horizontal edges of exterior sheathing in corresponding vertical inner template slot, institute
The both ends for the oblique inner template stated are respectively inserted on two longitudinal edges of exterior sheathing in corresponding oblique inner template slot, are located at vertical
Inner template and the vertical inner template of oblique inner template infall are equipped with opening up socket joint slot（1—9）, at this in the diagonal
Template is equipped with downward opening inserting groove（1—10）, the inserting groove of oblique inner template is inserted in the socket joint slot of vertical inner template,
Each a pipe is designed in the space between two adjacent vertical inner templates and two neighboring oblique inner template（1—
11）, several support round steel are designed in each pipe（1—12）, it is described it is each support round steel bottom be all fixed on bottom plate,
Each support round steel is all contacted with round tube inner wall；Sky between each vertical inner template, oblique inner template and the horizontal edge of exterior sheathing
It is interior to set a semicircular pipe（1—13）, the both ends of semicircular pipe are respectively inserted in two semicircular pipes on the horizontal edge of exterior sheathing
In the slot of end, a support round steel is designed in each semicircular pipe, the bottom of the support round steel is fixed on bottom plate, props up
Steel is held round to contact with the inner wall of semicircular pipe.
2. the device of production tunnel water handling non-fine concrete building block described in accordance with the claim 1, it is characterized in that：Further include
Conserve rack（2）, the maintenance rack includes frame, and the frame is by several vertical supporting pipes（2—1）With several cross
To connecting tube（2—2）Composition, each transverse connecting pipe is arranged above and below, each transverse connecting pipe respectively with positioned at the perpendicular of its both sides
It is connected to support tube, vertical supporting bottom of the tube is equipped with traveling wheel（2—3）, one of vertical supporting pipe is equipped with water inlet
（2—4）, several hole for water sprayings are designed on each transverse connecting pipe（2—5）, it is located at the lower section of transverse connecting pipe bottom
Equipped with water accumulating disc（2—6）, the water accumulating disc is fixed on vertical supporting pipe, and water accumulating disc is equipped with water outlet（2—7）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610690619.9A CN106150524B (en) | 2016-08-20 | 2016-08-20 | A kind of device producing tunnel water handling non-fine concrete building block |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610690619.9A CN106150524B (en) | 2016-08-20 | 2016-08-20 | A kind of device producing tunnel water handling non-fine concrete building block |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106150524A CN106150524A (en) | 2016-11-23 |
| CN106150524B true CN106150524B (en) | 2018-07-13 |
Family
ID=57331260
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610690619.9A Active CN106150524B (en) | 2016-08-20 | 2016-08-20 | A kind of device producing tunnel water handling non-fine concrete building block |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106150524B (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112440370B (en) * | 2020-12-11 | 2022-03-25 | 中铁十八局集团第三工程有限公司 | Sand-free concrete precast block mould on longitudinal blind pipe at tunnel drainage prevention side wall |
Family Cites Families (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US2550977A (en) * | 1947-04-08 | 1951-05-01 | Bert F Dimock | Concrete block molding form |
| JPS5286418A (en) * | 1976-01-12 | 1977-07-18 | Fukuoka Paper Mfg Co Ltd | Method of production of concrete block |
| CN2546170Y (en) * | 2002-06-03 | 2003-04-23 | 高文龙 | Concrete heel block precast mould |
| CN2724967Y (en) * | 2004-09-12 | 2005-09-14 | 徐希才 | Composite floor tile mould |
| CN200981286Y (en) * | 2006-11-11 | 2007-11-28 | 于德海 | Formation inlaying die for concrete building block |
| CN102962884A (en) * | 2012-11-18 | 2013-03-13 | 李鹏 | Concrete formwork |
| CN205291228U (en) * | 2016-01-19 | 2016-06-08 | 井虚 | Triangle -shaped precast concrete piece making devices |
| CN205895268U (en) * | 2016-08-20 | 2017-01-18 | 中铁十九局集团第一工程有限公司 | Device of production non -sand concrete building block for tunnel water handling |
-
2016
- 2016-08-20 CN CN201610690619.9A patent/CN106150524B/en active Active
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| Publication number | Publication date |
|---|---|
| CN106150524A (en) | 2016-11-23 |
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