CN207419520U - Piping lane construction template component - Google Patents
Piping lane construction template component Download PDFInfo
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- CN207419520U CN207419520U CN201720639210.4U CN201720639210U CN207419520U CN 207419520 U CN207419520 U CN 207419520U CN 201720639210 U CN201720639210 U CN 201720639210U CN 207419520 U CN207419520 U CN 207419520U
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- 238000010276 construction Methods 0.000 title claims abstract description 40
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims description 25
- 229910052782 aluminium Inorganic materials 0.000 claims description 19
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 13
- 229910052742 iron Inorganic materials 0.000 claims description 6
- 239000007787 solid Substances 0.000 claims description 2
- 230000015572 biosynthetic process Effects 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 6
- 238000009415 formwork Methods 0.000 description 5
- 238000000034 method Methods 0.000 description 5
- 229910000838 Al alloy Inorganic materials 0.000 description 4
- 230000002159 abnormal effect Effects 0.000 description 4
- 238000005266 casting Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 230000003014 reinforcing effect Effects 0.000 description 3
- 238000007711 solidification Methods 0.000 description 3
- 230000008023 solidification Effects 0.000 description 3
- 230000007812 deficiency Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 240000007594 Oryza sativa Species 0.000 description 1
- 235000007164 Oryza sativa Nutrition 0.000 description 1
- 239000004411 aluminium Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 210000000988 bone and bone Anatomy 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000003032 molecular docking Methods 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 235000009566 rice Nutrition 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/045—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them
Landscapes
- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model piping lane construction template component, the template component of template component, wall and top plate including bottom plate；The bottom of bottom plate inner side template is higher than the bottom of plate outer side template；The template component of wall and top plate includes and the upper end of bottom plate inner side template or the upper end of plate outer side template the wall side wall template being connected and the roof plate template being connected with the upper end of wall side wall template.The utility model construction template modular construction is simple, easy to disassemble, and the piping lane intensity of formation is high.
Description
Technical field
It, will more particularly to a kind of piping lane construction template group the utility model is related to piping lane building field.
Background technology
When piping lane is constructed, generally use plank sheathing or the construction of aluminium alloy plank.It is constructed using plank sheathing, molding effect is poor.
It is constructed using aluminum alloy mould plate, since it is mostly tie system, one side waterproof pull rod is of high cost, in another aspect casing tube of tension rod
Cement is easily accessible so that pull rod can not take out.In addition, tie system back cord is heavy, in superelevation piping lane work progress,
Labor strength is big；In addition, the lower end of piping lane side wall template is generally fixed using bearing diagonal with bottom plate, upper end uses splay angle
Template is connected with top plate, and bearing diagonal installation trouble, splay angle template is generally completed using welding, complex process, and intensity deficiency.
Pipe rack space is larger, cannot be guaranteed intensity using existing construction method and template.
Utility model content
The utility model be directed to the deficiencies in the prior art, provide a kind of construction is simple, formed piping lane intensity compared with
High, the piping lane construction template component of convenient disassembly.
To solve the above problems, the technical solution of the utility model piping lane construction template component is as follows：
The utility model piping lane construction template component, technical solution are as follows：Template component, wall and top including bottom plate
The template component of plate；The template component of bottom plate includes bottom plate inner side template and plate outer side template, the bottom plate inner side template
Bottom is higher than the bottom of plate outer side template；The template component of wall and top plate includes wall side wall template and roof plate template, wall
The lower end of side wall form is connected with the upper end of bottom plate inner side template or the upper end of plate outer side template, wall side wall template it is upper
End is connected with the end of roof plate template.
The utility model piping lane construction template component, wherein further include Fixing angle aluminum or fixed transverse rod, Fixing angle aluminum or
Fixed transverse rod is connected between the top of bottom plate inner side template and plate outer side template.
The utility model piping lane construction template component, wherein the special-shaped rotary corner plate for being arranged on piping lane corner is further included,
Special-shaped rotary corner plate positioned at lower corner is connected by fixing iron member with piping lane bottom plate, and the upper end is connected with bottom plate inner side template.
The utility model piping lane construction template component, wherein further including the support column and support column for supporting roof
The horizontal rod and/or longitudinal horizontal rod of common supporting roof, horizontal rod and/or longitudinal horizontal rod are handed over support column
Fork is fixed.
The utility model piping lane construction template component, is wherein connected with wall side wall mould above sidewall of the bottom plate template
Plate, is connected with top plate side wall template above the wall side wall template in outside, and the top connection of top plate side wall template is fixed
Aluminum corner brace or fixed transverse rod are connected with roof plate template between the wall side wall template of inside.
The advantageous effect of the utility model piping lane construction template component is：Side wall mould is connected with back cord pulling buckle using pulling-on piece
Template component is linked to be an entirety using pulling-on piece, and utilizes support column, horizontal stroke arranged in a crossed manner by plate, simple in structure, convenient disassembly
Roof plate template is supported to horizon bar and/or longitudinal horizontal rod, strengthens the stability of support column, the intensity of the piping lane of formation
Higher；In addition, the fixation of side wall template lower end need not use bearing diagonal, it is more convenient, and corner does not use splay angle
Template, but special-shaped rotary corner plate is used, simple for process, intensity is higher.
The utility model is described in further detail below in conjunction with the accompanying drawings.
Description of the drawings
Fig. 1 is the structure diagram of the utility model piping lane construction template component；
The piping lane casting condition schematic diagram that Fig. 2 is；
Fig. 3 pours into a mould piping lane bottom plate view for the utility model；
The structure diagram of the template component of piping lane bottom plate in Fig. 4 the utility model；
Fig. 5 is brick shape corner board structure schematic diagram in the utility model；
Fig. 6 is the structure diagram of corner formwork in the utility model；
Fig. 7 is the exploded perspective view of the utility model main joist template；
Fig. 8 is that the utility model removes the view after aluminum alloy pattern plate；
Fig. 9 is the utility model roof plate template floor map；
Figure 10 is that will be put into effect diagram after pulling-on piece break process；
In the accompanying drawings, the list of designations represented by each label is as follows：1st, side wall template, 1-1, plate outer side template,
1-2 wall side wall templates, 1-3, top plate side wall template, 1-11, bottom plate inner side template, 2, pulling-on piece, 3, back cord pulling buckle, 4, fixed iron
Part, 5, special-shaped rotary corner plate, 5-1, lower different type rotary corner plate, 5-2, upper special-shaped rotary corner plate, 5-3, template reinforcing rib, 5-31, the first work
Make face supporting section, 5-32, the second working face supporting section, 5-4, corner formwork, 5-41, the first working face, 5-42, the second work
Face, 5-43, mounting surface, 5-44, buttcover plate, 5-5, bolt, 6, roof plate template, 6-1, roof plate template body, 6-2, main joist mould
Plate, 6-3, early dismantling head, 6-4, keel bolt, 6-5 pins, 6-6 selling sheets, 7, piping lane bottom plate, 8, piping lane side wall, 8-1, bottom plate side
Wall, 8-2, wall side wall, 8-3, top plate side wall, 9, dividing wall, 10, support column, 10-1, lower prop, 10-2, upper prop, 10-3, adjusting
Bolt card, 11, horizontal rod, 12, longitudinal horizontal rod, 13, top plate supporting plate, 14, piping lane top plate, 15, top Fixing angle aluminum.
Specific embodiment
The principle and feature of the utility model are described below in conjunction with attached drawing, example is served only for explaining this practicality
It is new, it is not intended to limit the scope of the utility model.
The utility model piping lane construction template component, as shown in Fig. 1-Fig. 9, including side wall template 1, roof plate template 6, different
Type rotary corner plate 5 and support column 10, if side wall template 1 is fixed by arterial highway pulling-on piece 2 and back cord pulling buckle 3, special-shaped rotary corner plate 5 includes upper
Special-shaped rotary corner plate 5-2 and lower different type rotary corner plate 5-1, upper abnormal shape rotary corner plate 5-2 are arranged between roof plate template 6 and side wall template 1,
Lower different type rotary corner plate 5-1 is arranged between piping lane bottom plate 7 and piping lane dividing wall 9, if the top of side wall template 1 is additionally provided with arterial highway top
Portion's Fixing angle aluminum 15；Support column 10 is arranged under top plate supporting plate 13 and early dismantling head 6-3, is often covered roof plate template 6 and is corresponded at least three
Group support column 10, support column 10 include lower prop 10-1, the upper prop 10-2 that is set in lower prop 10-1 and be arranged on upper prop 10-2 and
Adjusting bolt card 10-3 between lower prop 10-1；2 horizontal rods 11, every group of support are filled along every 6 meter ampere in piping lane depth direction
At least 2 longitudinal horizontal rods 12 are also installed on column.
As shown in fig. 7, roof plate template 6 is arranged on two including several roof plate templates body 6-1, roof plate template body 6-1
Between arranging adjacent main joist, the both ends of main joist are connected by top plate supporting plate 13 with upper abnormal shape rotary corner plate 5-2, the main dragon of each column
Bone includes being equipped with early dismantling head 6-3, main joist mould between at least three main joist template 6-2, two adjacent main joist template 6-2
At least one is angled end-face for the end face of plate 6-2, and the angle of angled end-face and thereon plane is between 100 °~140 °；Early dismantling head 6-
3 both ends of the surface are adapted with the both ends of the surface of main joist template 6-2.As shown in fig. 7, the upper plane of main joist template 6-2 is torn open with early
Head 6-3 upper surface at grade, and the two end face be fitted close, will not spillage, beneficial to Quick Release.
With reference to shown in Fig. 1 and Fig. 7, in the utility model, the end face bag of the main joist template 6-2 of the both sides of each column main joist
Include the vertical side face being connected with top plate supporting plate 13 and the angled end-face being connected with early dismantling head 6-3, several intermediate main joists
The end face of template 6-2 be with the matched angled end-faces of early dismantling head 6-3, and early dismantling head 6-3 and main joist template 6-2 pass through keel
Bolt 6-4 connects locking with pin 6-5 selling sheets 6-6；Two groups of support columns 10 of both sides pass through top plate supporting plate 13 and roof plate template 6
Connection, several groups of intermediate support columns 10 are connected by early dismantling head 6-3 with roof plate template 6.
With reference to shown in Fig. 5 and Fig. 6, special-shaped rotary corner plate 5 includes two pieces of corner formwork 5-4 for docking the extrusion forming being integrated
Include the first working face 5-41, second with template the reinforcing rib 5-3, corner formwork 5-4 being evenly distributed on the inside of corner formwork 5-4
Working face 5-42, mounting surface 5-43 and buttcover plate 5-44, the angle of the first working face 5-41 and the second working face 5-42 are
135 °, the angle of the second working face 5-42 and mounting surface 5-43 is 90 °；Template reinforcing rib 5-3 includes the first working face supporting section
The angle of 5-31 and the second working face supporting section 5-32, the first working face supporting section 5-31 and the second working face supporting section 5-32 is
135°；In conjunction with shown in Fig. 1-Fig. 3, the both ends of upper abnormal shape rotary corner plate 5-2 by inserted sheet respectively with side wall template 1 and main joist mould
Plate 6-2 connections；One end of lower different type rotary corner plate 5-1 is connected by inserted sheet with side wall template 1, the other end by fixing iron member 4 with
Piping lane bottom plate 7 connects.
The construction method of piping lane, technical solution are as follows：Using the method for step pouring, the piping lane length about 20 poured into a mould every time
Rice, the construction procedure of every section of piping lane are as follows：
Step 1：Pour into a mould piping lane bottom plate 7 and sidewall of the bottom plate 8
(1) the sidewall of the bottom plate template 1-1 of two side is installed, and passes through pulling-on piece 2 and back cord pulling buckle 3 by sidewall of the bottom plate template 1-
1 is fixedly connected；
(2) the lower different type rotary corner plate 5-1 of 9 both sides of dividing wall is installed, and passes through pulling-on piece 2 and fixes lower different type rotary corner plate 5-1
Connection；
(3) fixing iron member 4 is connected with the lower end of lower different type rotary corner plate 5-1 by pin 6-5 selling sheets 6-6；
(4) the bottom plate side of 9 both sides of dividing wall is installed in the upper end of lower different type rotary corner plate 5-1 by pin 6-5, selling sheet 6-6
Wall form 1-1；
(5) in the upper end of sidewall of the bottom plate template, along piping lane depth direction, every 6 meters, top Fixing angle aluminum together is set；
(6) concrete is poured into a mould, piping lane bottom plate and sidewall of the bottom plate is formed, extra concrete is erased, forms the upper of bottom plate
Plane.Corridor hole span is very big, as shown in figure 3, during cast concrete, first injects concrete, cast piping lane bottom from the top of bottom plate
Plate 7, when concrete height reaches the lower end of the sidewall of the bottom plate template of inside, then from injecting concrete, shape between side wall template
Into the lower part of sidewall of the bottom plate and dividing wall.
Step 2：Complete the supporting of piping lane wall side wall 8-2 and top plate 17
(1) after piping lane bottom plate 7 and sidewall of the bottom plate 8-1 solidifications, back cord pulling buckle 3 of dismantling and top Fixing angle aluminum 15；
(2) wall side wall template 1-2 is installed on sidewall of the bottom plate template 1-1, it is solid by 8 pulling-on pieces 2 and back cord pulling buckle 3
It is fixed；
(3) special-shaped rotary corner plate 5-2 and top plate side wall template 1-3 are installed on wall side wall template 1-2, then by upper abnormal shape
Rotary corner plate 5-2 is connected with top plate supporting plate 13；
(4) early dismantling head 6-3 is connected with main joist template 6-2 by keel bolt 6-4, then by its integral installation top plate branch
Between fagging 13, common supporting piping lane top plate 6；
(5) by several roof plate template bodies 6-1 between adjacent two row main joist, piping lane Lang Dong is formed；
(6) top plate side wall template 1-3 is installed on wall side wall template 1-2；
(7) in the upper end of top plate side wall template 1-3, along piping lane depth direction, every 2 meters, top fixed angles together are set
Aluminium 15.
Step 3：Several groups of support columns 10 in corridor hole are installed, 2 horizontal rods are filled along every 6 meter ampere in piping lane depth direction
11, every group of support column installs 2 longitudinal horizontal rods 12；
Step 4：Concrete is poured into a mould, cast height is no more than 900mm every time, treats a preceding casting solidification and then progress
It pours into a mould next time；
Step 5：It treats this section of piping lane casting complete, after the concrete solidification completely of cast, support column 10 will be removed and early torn open
Aluminum alloy pattern plate beyond head 6-3 is removed；
Finally, 1 is repeated the above steps to step 5, starts the construction of next section of piping lane.
Two ends of the pulling-on piece 2 used in above step have the design that fractures, and need to fracture after pouring into a mould concrete, in
Between be partially left in concrete, see Figure 10.
The construction method of piping lane can also use following steps：With reference to shown in Fig. 1-Fig. 9, the template component of bottom plate is set,
Including setting bottom plate inner side template 1-11 and plate outer side template 1-1 so that the bottom of bottom plate inner side template 1-11 is higher than bottom plate
The bottom of outboard template 1-1；From piping lane bottom plate 7 is poured into a mould between bottom plate inner side template 1-11 to the bottom of bottom plate inner side template 1-11
Near；From bottom board side wall 8-1 between bottom plate inner side template 1-11 and plate outer side template 1-1 to bottom plate inner side template 1-11
Near the top of plate outer side template 1-1；The template component of cast piping lane wall 8 and top plate 14 is set；From wall side wall mould
The top cast piping lane wall 8 of plate 1-2；Top plate 14 is poured into a mould from the top of roof plate template 6.
Wherein, the template component of bottom plate is set to further include：On the top of bottom plate inner side template 1-11 and plate outer side template 1-1
End sets Fixing angle aluminum 15 or fixed transverse rod.
It is further included in the construction method of the utility model piping lane：Special-shaped rotary corner plate 5 is set in the corner of piping lane, wherein,
Under setting during the special-shaped rotary corner plate 5 of corner, fixing iron member 4 is inserted at bottom plate, by the end of special-shaped rotary corner plate 5 and fixation
Ironware 4 connects.The special-shaped rotary corner plate 5 of lower corner is lower different type rotary corner plate 5-1, and the special-shaped rotary corner plate 5 of upper corner is i.e. upper different
Type rotary corner plate 5-2.
The construction method of the utility model piping lane, further includes：Support column 10 for supporting roof 14 is set；It sets and props up
10 common supporting roof 14 of dagger, with the horizontal rod 11 of 10 cross-fixing of support column and/or longitudinal horizontal rod 12.
The construction method of the utility model piping lane, further includes：In the top of sidewall of the bottom plate template 1-1, wall side wall mould is set
Plate 1-2 sets top plate side wall template 1-3 and roof plate template 6 in the top of wall side wall template 1-2；In top plate side wall template 1-3
Top Fixing angle aluminum 15 or fixed transverse rod are set.
With reference to shown in Fig. 1-Fig. 9, the utility model piping lane construction template component can also be such as lower structure：Including bottom plate
Template component, the template component of wall and top plate；The template component of bottom plate includes bottom plate inner side template 1-11 and plate outer side
The bottom of template 1-1, bottom plate inner side template 1-11 are higher than the bottom of plate outer side template 1-1；The template component of wall and top plate
Including wall side wall template 1-2 and roof plate template 6, the lower end of wall side wall template 1-2 and the upper end of bottom plate inner side template 1-11
Or the upper end connection of plate outer side template 1-1, the upper end of wall side wall template 1-2 is connected with the end of roof plate template 6.
The utility model piping lane construction template component further includes Fixing angle aluminum 15 or fixed transverse rod, is arranged on piping lane corner
The special-shaped rotary corner plate 5 at place, Fixing angle aluminum 15 or fixed transverse rod are connected to bottom plate inner side template 1-11's and plate outer side template 1-1
Between top, the special-shaped rotary corner plate 5 positioned at lower corner is connected by fixing iron member 4 with piping lane bottom plate 7, in the upper end and bottom plate
Side template 1-11 connections.
The utility model piping lane construction template component further includes the support column 10 for supporting roof 14 and support column 10
The common horizontal rod 11 of supporting roof 14 and/or longitudinal horizontal rod 12, horizontal rod 11 and/or longitudinal horizontal rod 12 are equal
With 10 cross-fixing of support column.The structure of support column 10 with it is identical above.
In the utility model, wall side wall template 1-2, the wall positioned at outside are connected with above sidewall of the bottom plate template 1-1
Top plate side wall template 1-3, the top connection Fixing angle aluminum 15 of top plate side wall template 1-3 are connected with above the wall form 1-2 of side
Or fixed transverse rod, it is connected with roof plate template 6 between the wall side wall template 1-2 of inside.
In the utility model, side wall template 1 includes plate outer side template 1-1, bottom plate inner side template 1-11, wall side wall mould
Plate 1-2, top plate side wall template 1-3.
The utility model piping lane construction template modular construction is simple, convenient disassembly.
On the premise of not conflicting, can cross one another use between the utility model different technologies scheme.It is described above
Embodiment be only the preferred embodiment of the utility model is described, not the scope of the utility model is limited
Fixed, on the premise of the spirit of the design of the utility model is not departed from, those of ordinary skill in the art are to the technical side of the utility model
The various modifications and improvement that case is made should all be fallen into the protection domain that the utility model claims book determines.
Claims (9)
1. a kind of piping lane construction template component, it is characterised in that：The template group of template component, wall and top plate including bottom plate
Part；The template component of bottom plate includes bottom plate inner side template (1-11) and plate outer side template (1-1), the bottom plate inner side template
The bottom of (1-11) is higher than the bottom of plate outer side template (1-1)；The template component of wall and top plate includes wall side wall template
Outside (1-2) and roof plate template (6), the lower end of wall side wall template (1-2) and the upper end of bottom plate inner side template (1-11) or bottom plate
The upper end connection of side template (1-1), the upper end of wall side wall template (1-2) is connected with the end of roof plate template (6).
2. piping lane construction template component according to claim 1, it is characterised in that：Further include Fixing angle aluminum (15) or solid
Determine cross bar, Fixing angle aluminum (15) or fixed transverse rod are connected to the top of bottom plate inner side template (1-11) and plate outer side template (1-1)
Between end.
3. piping lane construction template component according to claim 1 or 2, it is characterised in that：It further includes and is arranged on piping lane turn
Special-shaped rotary corner plate (5) at angle, the special-shaped rotary corner plate (5) positioned at lower corner are connected by fixing iron member (4) and piping lane bottom plate (7)
It connects, the upper end is connected with bottom plate inner side template (1-11).
4. piping lane construction template component according to claim 1 or 2, it is characterised in that：It further includes for supporting roof
(14) support column (10), horizontal rod (11) and/or longitudinal horizontal rod with the common supporting roof (14) of support column (10)
(12), horizontal rod (11) and/or longitudinal horizontal rod (12) with support column (10) cross-fixing.
5. piping lane construction template component according to claim 3, it is characterised in that：It further includes for supporting roof (14)
Support column (10), the horizontal rod (11) of supporting roof (14) common with support column (10) and/or longitudinal horizontal rod (12),
Horizontal rod (11) and/or longitudinal horizontal rod (12) with support column (10) cross-fixing.
6. piping lane construction template component according to claim 1 or 2, it is characterised in that：Plate outer side template (1-1)
Top is connected with wall side wall template (1-2), and top plate side wall mould is connected with above the wall side wall template (1-2) in outside
Plate (1-3), the top connection Fixing angle aluminum (15) or fixed transverse rod of top plate side wall template (1-3), the wall side wall positioned inside
Roof plate template (6) is connected between template (1-2).
7. piping lane construction template component according to claim 3, it is characterised in that：Plate outer side template (1-1) it is upper
Side is connected with wall side wall template (1-2), and top plate side wall template is connected with above the wall side wall template (1-2) in outside
(1-3), the top connection Fixing angle aluminum (15) or fixed transverse rod of top plate side wall template (1-3), the wall side wall mould positioned inside
Roof plate template (6) is connected between plate (1-2).
8. piping lane construction template component according to claim 4, it is characterised in that：Plate outer side template (1-1) it is upper
Side is connected with wall side wall template (1-2), and top plate side wall template is connected with above the wall side wall template (1-2) in outside
(1-3), the top connection Fixing angle aluminum (15) or fixed transverse rod of top plate side wall template (1-3), the wall side wall mould positioned inside
Roof plate template (6) is connected between plate (1-2).
9. piping lane construction template component according to claim 5, it is characterised in that：Plate outer side template (1-1) it is upper
Side is connected with wall side wall template (1-2), and top plate side wall template is connected with above the wall side wall template (1-2) in outside
(1-3), the top connection Fixing angle aluminum (15) or fixed transverse rod of top plate side wall template (1-3), the wall side wall mould positioned inside
Roof plate template (6) is connected between plate (1-2).
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2017101591229 | 2017-03-17 | ||
| CN201710159122 | 2017-03-17 |
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| CN207419520U true CN207419520U (en) | 2018-05-29 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201720639210.4U Active CN207419520U (en) | 2017-03-17 | 2017-06-02 | Piping lane construction template component |
| CN201710409246.8A Active CN107012889B (en) | 2017-03-17 | 2017-06-02 | The construction method of piping lane and piping lane construction template component |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201710409246.8A Active CN107012889B (en) | 2017-03-17 | 2017-06-02 | The construction method of piping lane and piping lane construction template component |
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| CN108018878B (en) * | 2017-12-05 | 2024-02-06 | 广东合迪科技有限公司 | Pipe gallery bottom template mounting structure, pipe gallery template mounting system and construction method thereof |
| CN108547317B (en) * | 2018-05-08 | 2020-12-01 | 中国二十冶集团有限公司 | Construction method for special-shaped template of comprehensive pipe gallery |
| CN108571011B (en) * | 2018-05-31 | 2023-06-02 | 山东建筑大学 | A pouring system and pouring method for an assembled template type miniature underground comprehensive pipe gallery |
| CN109024676A (en) * | 2018-07-27 | 2018-12-18 | 广州市第二市政工程有限公司 | A kind of formwork bracing system and its construction method of cast-in-place pipe gallery |
| CN109404010B (en) * | 2018-10-29 | 2021-02-09 | 江西志特新材料股份有限公司 | Aluminum tunnel mold system and operation method thereof |
| CN112282329A (en) * | 2019-07-24 | 2021-01-29 | 中国十七冶集团有限公司 | Socket type pipe gallery scaffold erecting structure and construction method thereof |
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| DE602005021752D1 (en) * | 2005-04-11 | 2010-07-22 | Tunnel Holding Svizzera S A | Method and apparatus for building an underpass which crosses railway lines with one or more rails |
| KR101179778B1 (en) * | 2010-05-31 | 2012-09-10 | 주식회사동일기술공사 | Method for constructing underground structure |
| KR20130121281A (en) * | 2012-04-27 | 2013-11-06 | 장영미 | Apparatus for a in-line mold of precast concrete culverts and method for producing precast concrete culverts |
| CN106245674A (en) * | 2016-08-01 | 2016-12-21 | 中建五局第三建设有限公司 | Hollow wallboard mixed prefabricated assembly type comprehensive pipe gallery and construction method thereof |
| CN106088148B (en) * | 2016-08-04 | 2018-04-03 | 中国华冶科工集团有限公司 | Pipe gallery template and its application |
| CN106400838B (en) * | 2016-11-30 | 2018-08-14 | 长春工程学院 | A kind of city integrated Pipe rack of prefabricated assembled concrete and construction method |
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2017
- 2017-06-02 CN CN201720639210.4U patent/CN207419520U/en active Active
- 2017-06-02 CN CN201710409246.8A patent/CN107012889B/en active Active
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| CN107012889A (en) | 2017-08-04 |
| CN107012889B (en) | 2018-06-29 |
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