CN107012889B - The construction method of piping lane and piping lane construction template component - Google Patents
The construction method of piping lane and piping lane construction template component Download PDFInfo
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- CN107012889B CN107012889B CN201710409246.8A CN201710409246A CN107012889B CN 107012889 B CN107012889 B CN 107012889B CN 201710409246 A CN201710409246 A CN 201710409246A CN 107012889 B CN107012889 B CN 107012889B
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- 238000010276 construction Methods 0.000 title claims abstract description 61
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims description 37
- 229910052782 aluminium Inorganic materials 0.000 claims description 26
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 23
- 229910052742 iron Inorganic materials 0.000 claims description 11
- 238000010586 diagram Methods 0.000 description 8
- 238000000034 method Methods 0.000 description 6
- 230000002159 abnormal effect Effects 0.000 description 5
- 238000009415 formwork Methods 0.000 description 5
- 229910000838 Al alloy Inorganic materials 0.000 description 4
- 230000000694 effects Effects 0.000 description 4
- 230000015572 biosynthetic process Effects 0.000 description 3
- 239000011449 brick Substances 0.000 description 3
- 238000005266 casting Methods 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 230000003014 reinforcing effect Effects 0.000 description 3
- 239000007787 solid Substances 0.000 description 3
- 238000007711 solidification Methods 0.000 description 3
- 230000008023 solidification Effects 0.000 description 3
- 239000004411 aluminium Substances 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 210000000988 bone and bone Anatomy 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 230000007812 deficiency Effects 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
- 238000000465 moulding Methods 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
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- 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 construction method of piping lane of the present invention, the template component including setting bottom plate：Including setting bottom plate inner side template and plate outer side template so that bottom plate inner side template bottom end is higher than plate outer side template bottom end；From piping lane bottom plate is poured into a mould between bottom plate inner side template to bottom plate inner side template bottom end vicinity；Near bottom board side wall between bottom plate inner side template and plate outer side template to bottom plate inner side template and plate outer side template top；The template component of setting cast piping lane wall and top plate；Piping lane wall is poured into a mould above wall side wall template；Top plate is poured into a mould above roof plate template.Piping lane construction template component of the present invention, the template component of template component, wall and top plate including bottom plate；The bottom end of bottom plate inner side template is higher than the bottom end of plate outer side template；The template component of wall and top plate includes the wall side wall template being connect with the upper end of bottom plate inner side template or the upper end of plate outer side template and the roof plate template being connect with the upper end of wall side wall template.
Description
Technical field
The present invention relates to piping lane building field, more particularly to a kind of construction method of piping lane；The invention further relates to one kind
Piping lane construction template group will.
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 to this, tie system back cord is heavy, in superelevation piping lane work progress,
Labor intensity 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 connect with top plate, and bearing diagonal installation trouble, splay angle template is generally completed using welding, complex process, and intensity is insufficient.
Pipe rack space is larger, cannot be guaranteed intensity using existing construction method and template.
Invention content
The present invention provides that a kind of construction is simple, intensity is higher, pipe of convenient disassembly for the deficiencies in the prior art
The construction method of corridor.
To solve the above problems, the technical solution of the construction method of piping lane of the present invention is as follows：The template component of bottom plate is set,
Including setting bottom plate inner side template and plate outer side template so that the bottom end of the bottom plate inner side template is higher than plate outer side template
Bottom end；From piping lane bottom plate is poured into a mould between the bottom plate inner side template to the bottom end vicinity of the bottom plate inner side template；From described
Bottom board side wall is to the bottom plate inner side template and the plate outer side mould between bottom plate inner side template and plate outer side template
Near the top of plate；The template component of setting cast piping lane wall and top plate；Piping lane wall is poured into a mould from the top of wall side wall template
Body；Top plate is poured into a mould from the top of roof plate template.
The construction method of piping lane of the present invention, wherein further including：It is set on the top of bottom plate inner side template and plate outer side template
Put Fixing angle aluminum or fixed transverse rod.
The construction method of piping lane of the present invention, wherein further including：Special-shaped rotary corner plate is set in the corner of piping lane, wherein,
During the special-shaped rotary corner plate of the lower corner of setting, fixing iron member is inserted at bottom plate, by the end of special-shaped rotary corner plate and fixing iron member
Connection.
The construction method of piping lane of the present invention, wherein further including：Setting is used for the support column of supporting roof；Setting and support column
Common supporting roof and support column cross-fixing horizontal rod and/or longitudinal horizontal rod.
The construction method of piping lane of the present invention, wherein further including：In the top of sidewall of the bottom plate template, wall side wall template is set,
In the top of wall side wall template, top plate side wall template and roof plate template are set；On the top of top plate side wall template, fixed angles are set
Aluminium or fixed transverse rod.
The advantageous effect of the construction method of piping lane of the present invention is：Pipe rack space is larger, and height is higher, and piping lane cast is divided into
Bottom board and sidewall of the bottom plate, cast wall and top plate, construction is simple, the bottom end of bottom board to the bottom plate inner side template are attached
Closely, from bottom board side wall between the bottom plate inner side template and plate outer side template to the bottom plate inner side template and the bottom
Near the top of plate outboard template, ensure cast intensity, the concrete surface quality of formation is good；In addition, side wall template lower end
Fixation do not need to using bearing diagonal, more convenient, the special-shaped rotary corner plate that corner uses, simple for process, intensity is higher；In addition
The construction method of piping lane of the present invention has the characteristics that convenient disassembly.
It is a further object of the present invention to provide a kind of higher piping lanes of the piping lane intensity of construction is simple, convenient disassembly, formation
Construction template component.
Piping lane construction template component of the present invention, technical solution are as follows：Template component, wall and top plate including bottom plate
Template component；The template component of bottom plate includes bottom plate inner side template and plate outer side template, the bottom end of the bottom plate inner side template
Higher than the bottom end of plate outer side template；The template component of wall and top plate includes wall side wall template and roof plate template, wall side
The lower end of wall form is connect with the upper end of bottom plate inner side template or the upper end of plate outer side template, the upper end of wall side wall template with
The end connection of roof plate template.
Piping lane construction template component of the present invention, wherein further including Fixing angle aluminum or fixed transverse rod, Fixing angle aluminum or fixation
Cross bar is connected between the top of bottom plate inner side template and plate outer side template.
Piping lane construction template component of the present invention wherein further including the special-shaped rotary corner plate for being arranged on piping lane corner, is located at
The special-shaped rotary corner plate of lower corner is connect by fixing iron member with piping lane bottom plate, and the upper end is connect with bottom plate inner side template.
Piping lane construction template component of the present invention, wherein further including the support column for supporting roof, common with support column
The horizontal rod and/or longitudinal horizontal rod of supporting roof, horizontal rod and/or longitudinal horizontal rod are intersected solid with support column
It is fixed.
Wall side wall template, position are connected with above piping lane construction template component of the present invention, wherein sidewall of the bottom plate template
Be connected with top plate side wall template above the wall side wall template in outside, the top connection Fixing angle aluminum of top plate side wall template or
Fixed transverse rod is connected with roof plate template between the wall side wall template of inside.
The advantageous effect of piping lane construction template component of the present invention is：Using pulling-on piece and back cord pulling buckle connecting side wall form,
Simple in structure, template component is linked to be an entirety, and utilize support column, transverse direction arranged in a crossed manner by convenient disassembly using pulling-on piece
Horizon bar and/or longitudinal horizontal rod are supported roof plate template, strengthen the stability of support column, the intensity of the piping lane of formation is more
It is high；In addition, the fixation of side wall template lower end does not need to use bearing diagonal, it is more convenient, and corner does not use splay angle mould
Plate, but special-shaped rotary corner plate is used, simple for process, intensity is higher.
The invention will be further described below in conjunction with the accompanying drawings.
Description of the drawings
Fig. 1 is the structure diagram of piping lane construction template component of the present invention；
The piping lane casting condition schematic diagram that Fig. 2 is；
Fig. 3 is present invention cast piping lane bottom plate status diagram；
The structure diagram of the template component of piping lane bottom plate in Fig. 4 present invention；
Fig. 5 is brick shape corner board structure schematic diagram in the present invention；
Fig. 6 is the structure diagram of corner formwork in the present invention；
Fig. 7 is the exploded perspective view of main joist template of the present invention；
Fig. 8 is that the present invention removes the status diagram after aluminum alloy pattern plate；
Fig. 9 is roof plate template floor map of the present invention；
Figure 10 is 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 ontology, 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 features of the present invention will be described below with reference to the accompanying drawings, and the given examples are served only to explain the present invention, and
It is non-to be used to limit the scope of the present invention.
Piping lane construction template component of the present invention, as shown in Fig. 1-Fig. 9, including side wall template 1, roof plate template 6, brick shape
Gusset 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 abnormal shape
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, under it is 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 at the top of arterial highway admittedly
Determine aluminum corner brace 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 groups of branch
Dagger 10, support column 10 include lower prop 10-1, the upper prop 10-2 being set in lower prop 10-1 and are arranged on upper prop 10-2 and lower prop
Adjusting bolt card 10-3 between 10-1；2 horizontal rods 11 are filled along every 6 meter ampere of piping lane longitudinal direction, on every group of support column
At least 2 longitudinal horizontal rods 12 are also installed.
As shown in fig. 7, roof plate template 6 is arranged on two including several roof plate templates ontology 6-1, roof plate template ontology 6-1
Between arranging adjacent main joist, the both ends of main joist are connect 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 in the same plane, and the two end face be fitted close, will not spillage, conducive to Quick Release.
With reference to shown in Fig. 1 and Fig. 7, in the present invention, the end face of the main joist template 6-2 of the both sides of each column main joist include with
The vertical side face and the angled end-face being connected with early dismantling head 6-3 that top plate supporting plate 13 is connected, several intermediate main joist templates
The end face of 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 are connected by top plate supporting plate 13 and roof plate template 6
It connects, several groups of intermediate support columns 10 are connect 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 and docks the corner formwork 5-4 of 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 connect by inserted sheet with side wall template 1, the other end by fixing iron member 4 with
Piping lane bottom plate 7 connects.
The invention further relates to the construction method of piping lane, technical solution is as follows：Using the method for step pouring, pour into a mould every time
About 20 meters of piping lane length, the construction procedure of every section of piping lane is 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 installation dividing wall, and pass through pulling-on piece 2 and fix lower different type rotary corner plate 5-1
Connection；
(3) fixing iron member 4 is connect 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 longitudinal 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 connect 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 ontologies 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 longitudinal 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 of piping lane longitudinal 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 other than 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 of the present invention can also use following steps：With reference to shown in Fig. 1-Fig. 9, the template of bottom plate is set
Component, including setting bottom plate inner side template 1-11 and plate outer side template 1-1 so that the bottom end of bottom plate inner side template 1-11 is higher than
The bottom end of plate outer side template 1-1；From piping lane bottom plate 7 is poured into a mould between bottom plate inner side template 1-11 to bottom plate inner side template 1-11's
Bottom end vicinity；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
Near the top of 1-11 and plate outer side template 1-1；The template component of setting cast piping lane wall 8 and top plate 14；From wall side
The top cast piping lane wall 8 of wall form 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 setting Fixing angle aluminum 15 or fixed transverse rod.
It is further included in the construction method of piping lane of the present invention：Special-shaped rotary corner plate 5 is set in the corner of piping lane, wherein, it is setting
When putting the special-shaped rotary corner plate 5 of lower corner, fixing iron member 4 is inserted at bottom plate, by the end of special-shaped rotary corner plate 5 and fixing iron member
4 connections.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 upper brick shape
Gusset 5-2.
The construction method of piping lane of the present invention, further includes：Setting is used for the support column 10 of supporting roof 14；Setting and support column
10 common supporting roofs 14, with the horizontal rod 11 of 10 cross-fixing of support column and/or longitudinal horizontal rod 12.
The construction method of piping lane of the present invention, further includes：In the top of sidewall of the bottom plate template 1-1 setting wall side wall template 1-
2, in the top of wall side wall template 1-2, top plate side wall template 1-3 and roof plate template 6 are set；On the top of top plate side wall template 1-3
End setting Fixing angle aluminum 15 or fixed transverse rod.
With reference to shown in Fig. 1-Fig. 9, piping lane construction template component of the present invention can also be such as lower structure：Mould including bottom plate
The template component of plate component, wall and top plate；The template component of bottom plate includes bottom plate inner side template 1-11 and plate outer side template
The bottom end of 1-1, bottom plate inner side template 1-11 are higher than the bottom end of plate outer side template 1-1；The template component of wall and top plate includes
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 or bottom of bottom plate inner side template 1-11
The upper end connection of plate outboard template 1-1, the upper end of wall side wall template 1-2 is connect with the end of roof plate template 6.
Piping lane construction template component of the present invention further includes Fixing angle aluminum 15 or fixed transverse rod, is arranged on piping lane corner
Special-shaped rotary corner plate 5, 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, the special-shaped rotary corner plate 5 positioned at lower corner is connect by fixing iron member 4 with piping lane bottom plate 7, the upper end and side form in bottom plate
Plate 1-11 connections.
Piping lane construction template component of the present invention further includes the support column 10 for supporting roof 14 and support column 10 is common
The horizontal rod 11 of supporting roof 14 and/or longitudinal horizontal rod 12, horizontal rod 11 and/or longitudinal horizontal rod 12 with branch
10 cross-fixing of dagger.The structure of support column 10 with it is identical above.
In the present invention, wall side wall template 1-2 is connected with above sidewall of the bottom plate template 1-1, positioned at the wall side in outside
Top plate side wall template 1-3, the top connection Fixing angle aluminum 15 or solid of top plate side wall template 1-3 are connected with above wall form 1-2
Determine cross bar, roof plate template 6 is connected between the wall side wall template 1-2 of inside.
In the present invention, side wall template 1 includes plate outer side template 1-1, bottom plate inner side template 1-11, wall side wall template 1-
2nd, top plate side wall template 1-3.
The construction method construction is simple of piping lane of the present invention, the intensity of the piping lane formed are higher；Piping lane construction mould of the present invention
Plate component structure is simple, convenient disassembly.
Under the premise of not conflicting, can cross one another use between different technologies scheme of the present invention.Above-described reality
It is only that the preferred embodiment of the present invention is described to apply example, and not the scope of the present invention is defined, is not being departed from
Under the premise of design spirit of the present invention, various modifications and change that those of ordinary skill in the art make technical scheme of the present invention
Into should all fall into the protection domain that claims of the present invention determines.
Claims (18)
1. a kind of construction method of piping lane, it is characterised in that：
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 described
The bottom end of bottom plate inner side template (1-11) is higher than the bottom end of plate outer side template (1-1)；
From piping lane bottom plate (7) is poured into a mould between the bottom plate inner side template (1-11) to the bottom end vicinity of the bottom plate inner side template；
From bottom board side wall (8-1) between the bottom plate inner side template (1-11) and plate outer side template (1-1) to the bottom
Near the top of plate inner side template (1-11) and the plate outer side template (1-1)；
The template component of setting cast piping lane wall (8) and top plate (14)；
From the top of wall side wall template (1-2) cast piping lane wall (8)；
From the top of roof plate template (6) cast top plate (14).
2. the construction method of piping lane according to claim 1, it is characterised in that further include：At bottom plate inner side template (1-11)
With the top setting Fixing angle aluminum (15) or fixed transverse rod of plate outer side template (1-1).
3. the construction method of piping lane according to claim 1 or 2, it is characterised in that further include：It is set in the corner of piping lane
Special-shaped rotary corner plate (5) is put, wherein, under setting during special-shaped rotary corner plate (5) of corner, fixing iron member (4) is inserted at bottom plate,
The end of special-shaped rotary corner plate (5) is connect with fixing iron member (4).
4. the construction method of piping lane according to claim 1 or 2, it is characterised in that further include：
Setting is used for the support column (10) of supporting roof (14)；
Setting and the common supporting roof (14) of support column (10) and support column (10) cross-fixing horizontal rod (11)
And/or longitudinal horizontal rod (12).
5. the construction method of piping lane according to claim 3, it is characterised in that further include：
Setting is used for the support column (10) of supporting roof (14)；
Setting and the common supporting roof (14) of support column (10) and support column (10) cross-fixing horizontal rod (11)
And/or longitudinal horizontal rod (12).
6. the construction method of piping lane according to claim 1 or 2, it is characterised in that further include：
Wall side wall template (1-2) is set in the top of sidewall of the bottom plate template (1-1), in the top of wall side wall template (1-2)
Top plate side wall template (1-3) and roof plate template (6) are set；
In the top of top plate side wall template (1-3) setting Fixing angle aluminum (15) or fixed transverse rod.
7. the construction method of piping lane according to claim 3, it is characterised in that further include：
Wall side wall template (1-2) is set in the top of sidewall of the bottom plate template (1-1), in the top of wall side wall template (1-2)
Top plate side wall template (1-3) and roof plate template (6) are set；
In the top of top plate side wall template (1-3) setting Fixing angle aluminum (15) or fixed transverse rod.
8. the construction method of piping lane according to claim 4, it is characterised in that further include：
Wall side wall template (1-2) is set in the top of sidewall of the bottom plate template (1-1), in the top of wall side wall template (1-2)
Top plate side wall template (1-3) and roof plate template (6) are set；
In the top of top plate side wall template (1-3) setting Fixing angle aluminum (15) or fixed transverse rod.
9. the construction method of piping lane according to claim 5, it is characterised in that further include：
Wall side wall template (1-2) is set in the top of sidewall of the bottom plate template (1-1), in the top of wall side wall template (1-2)
Top plate side wall template (1-3) and roof plate template (6) are set；
In the top of top plate side wall template (1-3) setting Fixing angle aluminum (15) or fixed transverse rod.
10. a kind of piping lane construction template component, it is characterised in that：The template of template component, wall and top plate including bottom plate
Component；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 end of (1-11) is higher than the bottom end 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 connect with the end of roof plate template (6).
11. piping lane construction template component according to claim 10, it is characterised in that：Further include Fixing angle aluminum (15) or
Fixed transverse rod, Fixing angle aluminum (15) or fixed transverse rod are connected to bottom plate inner side template (1-11) and plate outer side template (1-1)
Between top.
12. the piping lane construction template component according to claim 10 or 11, it is characterised in that：It further includes and is arranged on piping lane
The special-shaped rotary corner plate (5) of corner, the special-shaped rotary corner plate (5) positioned at lower corner pass through fixing iron member (4) and piping lane bottom plate (7)
Connection, the upper end is connect with bottom plate inner side template (1-11).
13. the piping lane construction template component according to claim 10 or 11, it is characterised in that：It further includes for supporting top
The support column (10) of plate (14), horizontal rod (11) and/or vertical equity with the common supporting roof (14) of support column (10)
Bar (12), horizontal rod (11) and/or longitudinal horizontal rod (12) with support column (10) cross-fixing.
14. piping lane construction template component according to claim 12, 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.
15. the piping lane construction template component according to claim 10 or 11, it is characterised in that：Sidewall of the bottom plate template (1-
1) wall side wall template (1-2) is connected with above, top plate side is connected with above the wall side wall template (1-2) in outside
Wall form (1-3), the top connection Fixing angle aluminum (15) or fixed transverse rod of top plate side wall template (1-3), the wall positioned inside
Roof plate template (6) is connected between side wall template (1-2).
16. piping lane construction template component according to claim 12, it is characterised in that：Sidewall of the bottom plate 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).
17. piping lane construction template component according to claim 13, it is characterised in that：Sidewall of the bottom plate 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).
18. piping lane construction template component according to claim 14, it is characterised in that：Sidewall of the bottom plate 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).
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2017101591229 | 2017-03-17 | ||
| CN201710159122 | 2017-03-17 |
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| CN107012889A CN107012889A (en) | 2017-08-04 |
| CN107012889B true CN107012889B (en) | 2018-06-29 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710409246.8A Active CN107012889B (en) | 2017-03-17 | 2017-06-02 | The construction method of piping lane and piping lane construction template component |
| CN201720639210.4U Active CN207419520U (en) | 2017-03-17 | 2017-06-02 | Piping lane construction template component |
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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 |
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Families Citing this family (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 | Pouring system and pouring method for assembled template type micro underground comprehensive pipe rack |
| 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 |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP1712734A1 (en) * | 2005-04-11 | 2006-10-18 | P&P Patent Development SA | Method and apparatus for the construction of underpasses to cross railway lines with one or more tracks |
| KR20110131549A (en) * | 2010-05-31 | 2011-12-07 | 신일씨엔아이(주) | Method for constructing nderground 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 |
| CN106088148A (en) * | 2016-08-04 | 2016-11-09 | 中国华冶科工集团有限公司 | Pipe gallery template and application thereof |
| 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 |
| CN106400838A (en) * | 2016-11-30 | 2017-02-15 | 长春工程学院 | Prefabricated concrete urban comprehensive pipe rack structure and construction method |
-
2017
- 2017-06-02 CN CN201710409246.8A patent/CN107012889B/en active Active
- 2017-06-02 CN CN201720639210.4U patent/CN207419520U/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP1712734A1 (en) * | 2005-04-11 | 2006-10-18 | P&P Patent Development SA | Method and apparatus for the construction of underpasses to cross railway lines with one or more tracks |
| KR20110131549A (en) * | 2010-05-31 | 2011-12-07 | 신일씨엔아이(주) | Method for constructing nderground 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 |
| CN106088148A (en) * | 2016-08-04 | 2016-11-09 | 中国华冶科工集团有限公司 | Pipe gallery template and application thereof |
| CN106400838A (en) * | 2016-11-30 | 2017-02-15 | 长春工程学院 | Prefabricated concrete urban comprehensive pipe rack structure and construction method |
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|---|---|
| CN107012889A (en) | 2017-08-04 |
| CN207419520U (en) | 2018-05-29 |
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Denomination of invention: Construction method of pipe gallery and formwork assembly for pipe gallery construction Effective date of registration: 20211125 Granted publication date: 20180629 Pledgee: Shandong Boxin Electromechanical Technology Co.,Ltd. Pledgor: SHANDONG XINHUOXIN MATERIAL TECHNOLOGY Co.,Ltd. Registration number: Y2021980013204 |
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Date of cancellation: 20220221 Granted publication date: 20180629 Pledgee: Shandong Boxin Electromechanical Technology Co.,Ltd. Pledgor: SHANDONG XINHUOXIN MATERIAL TECHNOLOGY Co.,Ltd. Registration number: Y2021980013204 |
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Denomination of invention: Construction method of pipe gallery and template components for pipe gallery construction Granted publication date: 20180629 Pledgee: Weifang Bank Co.,Ltd. Yantai Longkou sub branch Pledgor: SHANDONG XINHUOXIN MATERIAL TECHNOLOGY Co.,Ltd. Registration number: Y2024980012228 |
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