CN207700218U - Piping lane bottom template mounting structure, piping lane template installation system - Google Patents
Piping lane bottom template mounting structure, piping lane template installation system Download PDFInfo
- Publication number
- CN207700218U CN207700218U CN201721675580.XU CN201721675580U CN207700218U CN 207700218 U CN207700218 U CN 207700218U CN 201721675580 U CN201721675580 U CN 201721675580U CN 207700218 U CN207700218 U CN 207700218U
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- Prior art keywords
- template
- piping lane
- top surface
- cover board
- sleeve
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- 238000009434 installation Methods 0.000 title claims abstract description 22
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 10
- 238000007789 sealing Methods 0.000 claims description 38
- 238000009415 formwork Methods 0.000 claims description 20
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 11
- 230000002787 reinforcement Effects 0.000 claims description 9
- 125000006850 spacer group Chemical group 0.000 claims description 9
- 238000009416 shuttering Methods 0.000 claims description 8
- 239000002689 soil Substances 0.000 claims 1
- 230000000694 effects Effects 0.000 abstract description 4
- 238000010276 construction Methods 0.000 description 8
- 229910000831 Steel Inorganic materials 0.000 description 5
- 239000010959 steel Substances 0.000 description 5
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 3
- 229910052782 aluminium Inorganic materials 0.000 description 3
- 238000005266 casting Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 238000007598 dipping method Methods 0.000 description 3
- 238000000465 moulding Methods 0.000 description 3
- 241001282153 Scopelogadus mizolepis Species 0.000 description 2
- 239000004568 cement Substances 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000000630 rising effect Effects 0.000 description 2
- 230000007306 turnover Effects 0.000 description 2
- 229910000838 Al alloy Inorganic materials 0.000 description 1
- 235000013399 edible fruits Nutrition 0.000 description 1
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
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- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
A kind of piping lane bottom template mounting structure of the utility model offer, piping lane template installation system, including concrete cushion, it is provided with bottom surface template parallel with it above concrete cushion, bottom surface template is multiple and arranges along piping lane extending direction spacing parallel arranging, vertical supporting reinforcing bar normal thereto is installed on concrete cushion, bottom surface template is installed on vertical supporting reinforcing bar.Using piping lane template mounting structure provided by the utility model, reasonable in design, good forming effect, quality is guaranteed.
Description
Technical field
The utility model is related to a kind of piping lane bottom template mounting structure, piping lane template systems.
Background technology
Under the premise of current country vigorously advocates sponge city, city Pipe rack project is increasing.Pipe rack
Form work engineering based on traditional wooden model, also have part of standards section using punching block construct, and aluminum dipping form Pipe rack application than
Example is very low.Since the turnover characteristic of aluminum dipping form is prominent and construction quality is good, applied in the piping lane standard segment structure of the big scale of construction
Foreground is had a vast market, and generates good economic benefit.It solves the problems, such as resulting various, will can promote to answer
With the key of this technology.
Utility model content
The technical problem to be solved by the utility model is to provide a kind of good forming effect, construction quality is guaranteed
Piping lane bottom template mounting structure, piping lane template system.
The utility model provides a kind of piping lane bottom template mounting structure, including concrete cushion, concrete cushion top
It is provided with bottom surface template parallel with it, bottom surface template is multiple and arranges along piping lane extending direction spacing parallel arranging, in concrete
Vertical supporting reinforcing bar normal thereto is installed, bottom surface template is installed on vertical supporting reinforcing bar on bed course.
Further, bottom surface template is rectangle, and the distance between adjacent bottom surface template is equal.
Further, concrete cushion is tilted along piping lane extending direction, in the upper of the one end of concrete cushion diagonally downward
The bottom surface template being just arranged is bottom surface cover board, and sealing up screw is installed between bottom surface cover board and concrete cushion.
Further, it includes having sealing to drawing sealing up screw to drawing sealing up screw, three-stage that sealing up screw, which is three-stage,
The body of rod of gasket, water stop spacer are located at the middle part of the body of rod and are mutually perpendicular to it, and the body of rod includes screw rod through walls and two supports
Pull rod, two tie-struts are located at screw rod both ends through walls, and the both ends of screw rod through walls are respectively arranged with sleeve, and sleeve is in loudspeaker
Shape, the both ends of screw rod through walls and the slot end of sleeve are spirally connected, and screw rod and sleeve through walls are respectively positioned on bottom surface cover board and concrete cushion
Between it is internal, the wide mouth end of the sleeve at screw rod both ends through walls abuts bottom surface cover board and concrete cushion, two tie-struts respectively
On be both provided with external screw thread, one of tie-strut is spirally connected with the wide mouth end for the sleeve for abutting concrete cushion, the other end with
The pre- nut for being embedded in concrete cushion is spirally connected, the wide mouth end spiral shell of one end of another tie-strut and the sleeve for abutting bottom surface cover board
It connects, the other end is spirally connected across bottom surface cover board with the nut being set to above the cover board of bottom surface.
Further, the piping lane bottom template mounting structure further include be set to bottom surface template two sides in lead wall
The downside of template, two interior guide wall form boards is connect by chamfering formwork with the side of bottom surface template.
Further, described further includes the bottom side template for the both sides for being set to concrete cushion and outer guide wall form board, outside
Guide wall form board and interior guide wall form board are parallel vertically, and bottom side template mutually staggers and parallel with outer guide wall form board, bottom side plate
Downside and the side of concrete cushion connect, and the upside of bottom side template and the downside of outer guide wall form board are connected by a horizontal shuttering
It connects, a stage portion is formed between bottom side template, outer guide wall form board, horizontal shuttering.Concrete cushion
The utility model also provides a kind of piping lane template installation system, including piping lane bottom template installation knot described above
Structure, further includes piping lane top die board mounting structure, and piping lane top die board mounting structure includes inside wall formwork and outer wall template, interior wall
The downside of template is connect by the vicarious template of interior wall with the upside of interior guide wall form board, and the downside of outer wall template passes through the vicarious mould of exterior wall
Plate is connect with the upside of outer guide wall form board, is arranged top surface template between the upside of two inside wall formworks, two outer wall templates it is upper
The location supporting rod parallel with top surface template is set between side, and location supporting rod is located at the top of top surface template, and location supporting rod is multiple
And it arranges along piping lane extending direction spacing parallel arranging.
Further, top surface template is tilted along piping lane extending direction, is arranged above the one end of top surface template diagonally downward
There are top surface cover board parallel with it, top surface cover board to be set between the upside of two outer wall templates, the lower face of template in top surface
Equipped with roof reinforcement component, in top surface, the upper surface of cover board is equipped with cover board strenthening member, between top surface cover board and top surface template
Sealing up screw is installed.
Further, it includes having sealing to drawing sealing up screw to drawing sealing up screw, three-stage that sealing up screw, which is three-stage,
The body of rod of gasket, water stop spacer are located at the middle part of the body of rod and are mutually perpendicular to it, and the body of rod includes screw rod through walls and two supports
Pull rod, two tie-struts are located at screw rod both ends through walls, and the both ends of screw rod through walls are respectively arranged with sleeve, and sleeve is in loudspeaker
Shape, the both ends of screw rod through walls and the slot end of sleeve are spirally connected, screw rod and sleeve through walls be respectively positioned on top surface cover board and top surface template it
Between it is internal, the wide mouth end of the sleeve at screw rod both ends through walls abuts top surface cover board and top surface template respectively, equal on two tie-struts
It is provided with external screw thread, one end of one of tie-strut is spirally connected with the wide mouth end for the sleeve for abutting outer top surface template, the other end
It is spirally connected across top surface template, roof reinforcement component and nut, one end of another tie-strut and the sleeve for abutting top surface cover board
Wide mouth end be spirally connected, the other end passes through top surface cover board, and cover board strenthening member is spirally connected with nut.
It is reasonable in design using piping lane template mounting structure provided by the utility model, piping lane template system, molding effect
Fruit is good, and quality is guaranteed.
Description of the drawings
Attached drawing described herein is used to provide a further understanding of the present invention, and is constituted part of this application,
The exemplary embodiment of the utility model and the description thereof are used to explain the utility model, does not constitute to the improper of the utility model
It limits.In the accompanying drawings：
Fig. 1 schematically illustrates the schematic diagram for the piping lane bottom template mounting structure that the utility model embodiment provides；
Fig. 2 schematically illustrates the scheme of installation 1 for the piping lane template installation system that the utility model embodiment provides；
Fig. 3 schematically illustrates the scheme of installation 2 for the piping lane template installation system that the utility model embodiment provides；
Fig. 4 schematically illustrates the A-A of Fig. 2 to vertical view；
Fig. 5 schematically illustrates that the vertical view for the piping lane template installation system that the utility model embodiment provides (omits top
Surface cover)；
Fig. 6 schematically illustrates the portions the A enlarged diagram of Fig. 1；
Fig. 7 schematically illustrates the portions the B enlarged diagram of Fig. 2.
Specific implementation mode
Below with reference to the accompanying drawings and in conjunction with the embodiments, the utility model is described in detail.
With reference to attached drawing, the utility model embodiment provides a kind of piping lane bottom template mounting structure, including concrete cushion
1,1 top of concrete cushion is provided with bottom surface template 2 parallel with it, and bottom surface template 2 is multiple and between piping lane extending direction
Every laid out in parallel, vertical supporting reinforcing bar 3 normal thereto is installed on concrete cushion 1, bottom surface template 2 is installed on vertically
On spacer bar 3.Preferably, bottom surface template 2 is rectangle, and the distance between adjacent bottom surface template 2 is equal.
As a kind of embodiment, concrete cushion 1 is tilted along piping lane extending direction, diagonally downward in concrete cushion 1
The bottom surface template 2 of the top setting of one end is bottom surface cover board 4, and sealing up screw is installed between bottom surface cover board 4 and concrete cushion 1
5。
Preferably, it includes having sealing to drawing sealing up screw 5 to drawing sealing up screw 5, three-stage that sealing up screw 5, which is three-stage,
The body of rod 51 of gasket 52, water stop spacer 52 are located at the middle part of the body of rod 51 and are mutually perpendicular to it, and the body of rod 51 includes screw rod 53 through walls
And two tie-struts 54, two tie-struts 54 are located at 53 both ends of screw rod through walls, the both ends difference of screw rod 53 through walls
It is provided with sleeve 55, sleeve 55 is in horn-like, and the both ends of screw rod 53 through walls are spirally connected with the slot end of sleeve 55,53 He of screw rod through walls
Sleeve 55 is respectively positioned between bottom surface cover board 4 and concrete cushion 1 internal, the wide mouth end point of the sleeve 55 at 53 both ends of screw rod through walls
Not Di Jie bottom surface cover board 4 and concrete cushion 1, be both provided with external screw thread, one of tie-strut on two tie-struts 54
54 are spirally connected with the wide mouth end for the sleeve 55 for abutting concrete cushion 1, and the other end passes through concrete cushion 1 and is embedded in concrete mats in advance
The embedded nut 56 of layer 1 is spirally connected, the wide mouth end spiral shell of one end of another tie-strut 54 and the sleeve 55 for abutting bottom surface cover board 4
It connects, the other end passes through bottom surface cover board 4 to be spirally connected with the nut 57 for being set to 4 top of bottom surface cover board.
The piping lane bottom template mounting structure further includes the interior guide wall form board 7 for the two sides for being set to bottom surface template 2, two
The downside of interior guide wall form board 7 is connect by chamfering formwork 6 with the side of bottom surface template 2.
The piping lane bottom template mounting structure further includes 9 He of bottom side template for the two sides for being set to concrete cushion 1
Outer guide wall form board 8, outer guide wall form board 8 is vertical parallel with interior guide wall form board 7, and bottom side template 9 and outer guide wall form board 8 mutually stagger
And it is parallel, the downside of bottom side template 9 is connect with the side of concrete cushion 1, the upside of bottom side template 9 and outer guide wall form board
8 downside is connected by a horizontal shuttering 10, and a step is formed between bottom side template 9, outer guide wall form board 8, horizontal shuttering 10
Portion.
A kind of piping lane template installation system, including above-mentioned piping lane bottom template mounting structure are also provided in the present embodiment, also
Including piping lane top die board mounting structure, piping lane top die board mounting structure includes inside wall formwork 11 and outer wall template 12, interior wall
The downside of template 11 is connect by the vicarious template of interior wall 29 with the upside of interior guide wall form board 7, and the downside of outer wall template 12 passes through outer
The vicarious template of wall 30 is connect with the upside of outer guide wall form board 8, and top surface template 13 is arranged between the upside of two inside wall formworks 11, this
In embodiment, template 13 both sides in top surface are connect by chamfering formwork 6 with the upside of inside wall formwork 11, two outer wall templates 12
The location supporting rod 14 parallel with top surface template 13 is set between upside, and in the present embodiment, location supporting rod 14 is channel steel, positioning
Strut 14 is located at the top of top surface template 13, and location supporting rod 14 is multiple and arranges along piping lane extending direction spacing parallel arranging.
As a kind of embodiment, top surface template 13 is tilted along piping lane extending direction, in top surface template 13 diagonally downward one
End top is provided with top surface cover board 15 parallel with it, and top surface cover board 15 is set between the upside of two outer wall templates 12,
The lower face of top surface template 13 is equipped with roof reinforcement component 16, and in top surface, the upper surface of cover board 15 is equipped with cover board strenthening member 17,
Sealing up screw 5 is installed between top surface cover board 15 and top surface template 13.
Preferably, it includes having sealing to drawing sealing up screw 5 to drawing sealing up screw 5, three-stage that sealing up screw 5, which is three-stage,
The body of rod 51 of gasket 52, water stop spacer 52 are located at the middle part of the body of rod 51 and are mutually perpendicular to it, and the body of rod 51 includes screw rod 53 through walls
And two tie-struts 54, two tie-struts 54 are located at 53 both ends of screw rod through walls, the both ends difference of screw rod 53 through walls
It is provided with sleeve 55, sleeve 55 is in horn-like, and the both ends of screw rod 53 through walls are spirally connected with the slot end of sleeve 55,53 He of screw rod through walls
Sleeve 55 is respectively positioned between top surface cover board 15 and top surface template 13 internal, the wide mouth end point of the sleeve 55 at 53 both ends of screw rod through walls
Not Di Jie top surface cover board 15 and top surface template 13, be both provided with external screw thread, one of tie-strut on two tie-struts 54
54 one end is spirally connected with the wide mouth end for the sleeve 55 for abutting outer top surface template 13, and the other end passes through top surface template 13, roof reinforcement
Component 16 is spirally connected with nut 57, the wide mouth end spiral shell of one end of another tie-strut 54 and the sleeve 55 for abutting top surface cover board 15
It connects, the other end passes through top surface cover board 15, cover board strenthening member 17 to be spirally connected with nut 57.
The utility model embodiment also provides a kind of construction method of piping lane template installation system, includes the following steps：
Step 1: casting concrete bed course 1, the interior installation embedded nut 56 of concrete cushion 1, embedded nut 56 are pre- first
It is embedded in concrete cushion 1, the concrete in the concrete cushion 1 poured in order to prevent enters the screw hole of embedded nut 56, in advance
The screw hole for burying nut 56 is blocked by the material of plastic cement one kind, will be pre- using pole after waiting for that concrete cushion 1 pours
The material for burying plastic cement one kind in the screw hole of nut 56 is disclosed out.
Step 2: vertical supporting reinforcing bar 3 normal thereto is installed in the top of concrete cushion 1, in vertical supporting reinforcing bar 3
Upper installation bottom surface template 2, bottom surface template 2 are multiple and arrange along piping lane extending direction spacing parallel arranging.The bottom surface mould being intervally arranged
Plate 2 helps to prevent from rising the appearance of mould, and forms an interface that can be smoothed out, and construction is very convenient.
As a kind of actual conditions, concrete cushion 1 is tilted along piping lane extending direction, is tilted at this time in concrete cushion 1
Downward one end top setting bottom surface template 2 be bottom surface cover board 4 (prevent concrete along piping lane inclined direction toward flow down, this
The bottom surface cover board 4 at place plays the role of closure), sealing up screw 5, sealing spiral shell are installed between bottom surface cover board 4 and concrete cushion 1
5 one end of bar passes through and is spirally connected with the embedded nut 56 for being embedded in concrete cushion 1 in advance, and the other end of sealing up screw 5 passes through bottom surface cover board
4 are spirally connected with the nut 57 for being set to 4 top of bottom surface cover board.Sealing up screw 5 has fixed effect to bottom surface cover board 4, prevents bottom
4 stress of surface cover occur rising mould the phenomenon that.
Step 3: the guide wall form board 7 in the installation of the two sides of bottom surface template 2, the downside of two interior guide wall form boards 7 passes through
Chamfering formwork 6 is connect with the side of bottom surface template 2；Bottom side template 9 is installed in the two sides of concrete cushion 1 and leads wall mould outside
Plate 8, outer guide wall form board 8 and interior guide wall form board 7 are vertical parallel, and bottom side template 9 mutually staggers and parallel with outer guide wall form board 8,
The downside of bottom side template 9 is connect with the side of concrete cushion 1, the downside of the upside of bottom side template 9 and outer guide wall form board 8
It is connected by a horizontal shuttering 10, a stage portion is formed between bottom side template 9, outer guide wall form board 8, horizontal shuttering 10；Inside lead
The vicarious template 29 of interior wall is connected to the upside of template 7, the vicarious template of 8 upside connection exterior wall of outer guide wall form board 30.
Steel plate for sealing water 28, sealing are set between the upper end and vicarious 30 upper end of template of exterior wall of the vicarious template of interior wall 29
The top of steel plate 28 protrudes the plane residing for the top of the vicarious template 29 of interior wall and the vicarious template of exterior wall 30.In the present embodiment,
On the solderable reinforcing bar being connected between inside wall formwork 7 and outer wall template 8 of steel plate for sealing water 28, or it is installed on by other fixed forms
Between inside wall formwork 7 and outer wall template 8.
Step 4: installing a sunpender 18 between two vicarious 30 tops of template of exterior wall, sunpender 18 is multiple and along piping lane
Extending direction spacing parallel arranging is arranged, the upside phase that the both ends lower part of sunpender 18 passes through the vicarious template of the first connecting plate 19 and exterior wall 30
Connection, the both ends lower inside of sunpender 18 are connected by the upside of the vicarious template of the second connecting plate 20 and interior wall 29.
By step 1 to the installation of step 4 completion piping lane bottom, casting concrete in the cavity formed to it is formed
The molding structure of piping lane bottom.
Step 5: sunpender 18 and the first connecting plate 19 and the second connecting plate 20 that are connect with sunpender 18 are removed, in reservation
The vicarious template 29 of wall and the vicarious template 30 of exterior wall remove remaining installation form of piping lane bottom, the vicarious 29 upside connection of template of interior wall
Inside wall formwork 11, vicarious 30 upside of template of exterior wall connect outer wall template 12, top are arranged between the upside of two inside wall formworks 11
The location supporting rod 14 parallel with top surface template 13, location supporting rod is arranged in face die plate 13 between the upside of two outer wall templates 12
14 are located at the top of top surface template 13, and location supporting rod 14 is multiple and arranges along piping lane extending direction spacing parallel arranging.
As a kind of actual conditions, top surface template 13 is tilted along piping lane extending direction, and in top surface, template 13 is diagonally downward
Top surface cover board 15 parallel with it is provided with above one end (prevents concrete past dirty along piping lane inclined direction, top surface herein
Cover board 15 plays the role of closure), top surface cover board 15 is set between the upside of two outer wall templates 12, the template 13 in top surface
Lower face is equipped with roof reinforcement component 16, and in top surface, the upper surface of cover board 15 is equipped with cover board strenthening member 17, the cover board 15 in top surface
Sealing up screw 5 is installed between top surface template 13,5 one end of sealing up screw passes through top surface template 13, roof reinforcement component 16 and spiral shell
Mother 57 is spirally connected, and the other end of sealing up screw 5 passes through top surface cover board 15, cover board strenthening member 17 to be spirally connected with nut 57.
Step 6: lateral back cord 21 is respectively mounted in the inner face of inside wall formwork 11, the outer end face of outer wall template 12, in interior wall
Interior wall strenthening member 22 is overlapped on the surface of lateral back cord 21 in template 11 on inner face, is installed in interior wall strenthening member 22
The pedestal 24 of diagonal brace 23, diagonal brace 23 is installed on the inner bottom surface of piping lane, between the inner bottom surface and roof reinforcement component 16 of piping lane
Support top 25 (the present embodiment is steel support top) is set, and support top 25 is multiple and laterally arranges perpendicular to piping lane extending direction, adjacent
Support top 25 between install drag link 26.
As a kind of actual conditions, if the width of piping lane is smaller, diagonal brace 23 can be cancelled, in the inner end of two inside wall formworks 11
Cross-brace is installed between strenthening member 22 on face.
Step 7: overlapping exterior wall strenthening member between the lateral back cord 21 and outer wall template 21 on 12 top of outer wall template
27, it is installed in exterior wall strenthening member 27 and leans to support or cross-brace, according to the specific geographic shape outside outer wall template 12
Gesture flexibly selects.
Step 8: installing sealing up screw 5 between inside wall formwork 11 and outer wall template 12.
By the installation at the top of step 5 to step 8 completion piping lane, casting concrete in the cavity formed to it is formed
Molding structure at the top of piping lane.
Using piping lane bottom template mounting structure provided in this embodiment, piping lane template installation system, shaping characteristic can
Largely use aluminum alloy pattern plate, in such a way that piping lane bottom and top separately pour, support top 25, diagonal brace 23 be mountable to piping lane at
In the bottom surface of type, without being installed in template, template can be had enough to meet the need, and specific construction could be realized without covering template more.By
It is good in the turnover characteristic protrusion and construction quality of aluminum dipping form, using with wide city in the piping lane standard segment structure of the big scale of construction
Field foreground.
The above descriptions are merely preferred embodiments of the present invention, is not intended to limit the utility model, for this
For the technical staff in field, various modifications and changes may be made to the present invention.It is all in the spirit and principles of the utility model
Within, any modification, equivalent replacement, improvement and so on should be included within the scope of protection of this utility model.
Claims (9)
1. piping lane bottom template mounting structure, which is characterized in that including concrete cushion, be provided with therewith above concrete cushion
Parallel bottom surface template, bottom surface template is multiple and arranges along piping lane extending direction spacing parallel arranging, is installed on concrete cushion
There are vertical supporting reinforcing bar normal thereto, bottom surface template to be installed on vertical supporting reinforcing bar.
2. piping lane bottom template mounting structure as described in claim 1, which is characterized in that bottom surface template is rectangle, adjacent
The distance between bottom surface template it is equal.
3. piping lane bottom template mounting structure as described in claim 1, which is characterized in that concrete cushion is along piping lane extension side
Be bottom surface cover board in the bottom surface template that the top of the one end of concrete cushion diagonally downward is arranged to inclination, in bottom surface cover board with
Sealing up screw is installed between concrete cushion.
4. piping lane bottom template mounting structure as claimed in claim 3, which is characterized in that sealing up screw is that three-stage stops drawing
Water screw rod, three-stage include the body of rod for having water stop spacer to drawing sealing up screw, water stop spacer be located at the middle part of the body of rod simultaneously and its
It is mutually perpendicular to, the body of rod includes screw rod through walls and two tie-struts, and two tie-struts are located at screw rod both ends through walls, wear
The both ends of wall screw rod are respectively arranged with sleeve, and sleeve is in horn-like, and the both ends of screw rod through walls and the slot end of sleeve are spirally connected, through walls
Screw rod and sleeve are respectively positioned on inside, the wide mouth end of the sleeve at screw rod both ends through walls between bottom surface cover board and concrete cushion and support respectively
Connect bottom surface cover board and concrete cushion, be both provided with external screw thread on two tie-struts, one of tie-strut with abut it is mixed
The wide mouth end of the sleeve of solidifying soil padding is spirally connected, and the other end is spirally connected with the nut for being embedded in concrete cushion in advance, another tie-strut
One end be spirally connected with the wide mouth end for the sleeve for abutting bottom surface cover board, the other end passes through bottom surface cover board and is set to above bottom surface cover board
Nut be spirally connected.
5. such as Claims 1-4 any one of them piping lane bottom template mounting structure, which is characterized in that further include being set to
The downside of the interior guide wall form board of the two sides of bottom surface template, two interior guide wall form boards passes through the side of chamfering formwork and bottom surface template
Side connects.
6. piping lane bottom template mounting structure as claimed in claim 5, which is characterized in that further include being set to concrete cushion
Both sides bottom side template and outer guide wall form board, outer guide wall form board and interior guide wall form board are parallel vertically, bottom side template and outer
Guide wall form board mutually staggers and parallel, the downside of bottom side plate and the side connection of concrete cushion, the upside of bottom side template
It is connect by a horizontal shuttering with the downside of outer guide wall form board, one is formed between bottom side template, outer guide wall form board, horizontal shuttering
Stage portion.
7. piping lane template installation system, which is characterized in that including piping lane bottom template mounting structure as claimed in claim 6,
Further include piping lane top die board mounting structure, piping lane top die board mounting structure includes inside wall formwork and outer wall template, interior wall mould
The downside of plate is connect by the vicarious template of interior wall with the upside of interior guide wall form board, and the downside of outer wall template passes through the vicarious template of exterior wall
It is connect with the upside of outer guide wall form board, top surface template, the upside of two outer wall templates is set between the upside of two inside wall formworks
Between the location supporting rod parallel with top surface template be set, location supporting rod is located at the top of top surface template, location supporting rod to be multiple and
It arranges along piping lane extending direction spacing parallel arranging.
8. piping lane template installation system as claimed in claim 7, which is characterized in that top surface template is inclined along piping lane extending direction
Tiltedly, be provided with top surface cover board parallel with it above top surface template one end diagonally downward, top surface cover board be set to two it is outer
Between the upside of wall form, in top surface, the lower face of template is equipped with roof reinforcement component, and in top surface, the upper surface of cover board is equipped with lid
Plate strenthening member installs sealing up screw between top surface cover board and top surface template.
9. piping lane template installation system as claimed in claim 8, which is characterized in that sealing up screw is three-stage to drawing sealing spiral shell
Bar, three-stage include the body of rod for having water stop spacer to drawing sealing up screw, and water stop spacer is located at the middle part of the body of rod and mutual with it
Vertically, the body of rod includes screw rod through walls and two tie-struts, and two tie-struts are located at screw rod both ends through walls, spiral shell through walls
The both ends of bar are respectively arranged with sleeve, and sleeve is in horn-like, and the both ends of screw rod through walls and the slot end of sleeve are spirally connected, screw rod through walls
And sleeve is respectively positioned on inside, the wide mouth end of the sleeve at screw rod both ends through walls between top surface cover board and top surface template and abuts top surface respectively
Cover board and top surface template, are both provided with external screw thread on two tie-struts, and one end of one of tie-strut and abutting is pushed up outside
The wide mouth end of the sleeve of face die plate is spirally connected, and the other end is spirally connected across top surface template, roof reinforcement component and nut, another support
One end of pull rod is spirally connected with the wide mouth end for the sleeve for abutting top surface cover board, the other end pass through top surface cover board, cover board strenthening member with
Nut is spirally connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721675580.XU CN207700218U (en) | 2017-12-05 | 2017-12-05 | Piping lane bottom template mounting structure, piping lane template installation system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721675580.XU CN207700218U (en) | 2017-12-05 | 2017-12-05 | Piping lane bottom template mounting structure, piping lane template installation system |
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| CN207700218U true CN207700218U (en) | 2018-08-07 |
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| CN201721675580.XU Expired - Fee Related CN207700218U (en) | 2017-12-05 | 2017-12-05 | Piping lane bottom template mounting structure, piping lane template installation system |
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| CN (1) | CN207700218U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108060682A (en) * | 2017-12-05 | 2018-05-22 | 合迪科技江苏有限公司 | Piping lane top die board mounting structure, piping lane model sheetinstallat system and its construction method |
| CN113914364A (en) * | 2021-11-30 | 2022-01-11 | 中国二十冶集团有限公司 | Comprehensive pipe gallery construction method and one-side formwork structure of side wall of comprehensive pipe gallery |
-
2017
- 2017-12-05 CN CN201721675580.XU patent/CN207700218U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108060682A (en) * | 2017-12-05 | 2018-05-22 | 合迪科技江苏有限公司 | Piping lane top die board mounting structure, piping lane model sheetinstallat system and its construction method |
| CN113914364A (en) * | 2021-11-30 | 2022-01-11 | 中国二十冶集团有限公司 | Comprehensive pipe gallery construction method and one-side formwork structure of side wall of comprehensive pipe gallery |
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