CN207974144U - Piping lane formwork bracing system - Google Patents
Piping lane formwork bracing system Download PDFInfo
- Publication number
- CN207974144U CN207974144U CN201721679562.9U CN201721679562U CN207974144U CN 207974144 U CN207974144 U CN 207974144U CN 201721679562 U CN201721679562 U CN 201721679562U CN 207974144 U CN207974144 U CN 207974144U
- Authority
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- China
- Prior art keywords
- template
- top surface
- cover board
- piping lane
- wall
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
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- 238000009415 formwork Methods 0.000 title claims abstract description 58
- 238000009434 installation Methods 0.000 claims abstract description 14
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 9
- 238000007789 sealing Methods 0.000 claims description 39
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 10
- 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 2
- 230000015271 coagulation Effects 0.000 claims 1
- 238000005345 coagulation Methods 0.000 claims 1
- 238000010276 construction Methods 0.000 description 10
- 229910000831 Steel Inorganic materials 0.000 description 6
- 239000010959 steel Substances 0.000 description 6
- 238000000465 moulding Methods 0.000 description 5
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 4
- 229910052782 aluminium Inorganic materials 0.000 description 4
- 238000007598 dipping method Methods 0.000 description 4
- 241001282153 Scopelogadus mizolepis Species 0.000 description 3
- 238000005266 casting Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 230000007306 turnover Effects 0.000 description 3
- 229910000838 Al alloy Inorganic materials 0.000 description 2
- 239000004568 cement Substances 0.000 description 2
- 230000000694 effects Effects 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
- 210000003205 muscle Anatomy 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
The utility model provides a kind of piping lane formwork bracing system, including bottom template mounting structure, bottom template mounting structure includes 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；In bottom surface, guide wall form board in the two sides installation of template, installs outer guide wall form board, outer guide wall form board and interior guide wall form board are parallel vertically in the two sides of concrete cushion；Further include inside wall formwork and outer wall template, the downside of inside wall formwork is connect with the upside of interior guide wall form board, the downside of outer wall template is connect with the upside of outer guide wall form board, it is respectively mounted lateral back cord in the inner face of inside wall formwork, the outer end face of outer wall template, interior wall strenthening member is overlapped on the surface of lateral back cord in inside wall formwork on inner face, and diagonal brace is installed in interior wall strenthening member.
Description
Technical field
The utility model is related to a kind of piping lane formwork bracing 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 formwork bracing system.
The utility model provides a kind of piping lane formwork bracing system, which is characterized in that including bottom template mounting structure, bottom
Portion's template mounting structure includes concrete cushion, and bottom surface template parallel with it, bottom surface template are provided with above concrete cushion
For it is multiple and along piping lane extending direction spacing parallel arranging arrange, vertical supporting steel normal thereto is installed on concrete cushion
Muscle, bottom surface template are installed on vertical supporting reinforcing bar；The guide wall form board in the two sides installation of template in bottom surface, in concrete cushion
Two sides outer guide wall form board is installed, outer guide wall form board and interior guide wall form board are parallel vertically；The piping lane formwork bracing system is also
Including inside wall formwork and outer wall template, the downside of inside wall formwork is connect by the vicarious template of interior wall with the upside of interior guide wall form board,
The downside of outer wall template is connect by the vicarious template of exterior wall with the upside of outer guide wall form board, inner face, exterior wall in inside wall formwork
The outer end face of template is respectively mounted lateral back cord, and interior wall is overlapped on the surface of the lateral back cord on inside wall formwork inner face and reinforces structure
Part installs diagonal brace in interior wall strenthening member.
Further, cancel diagonal brace, cross-brace is installed between the strenthening member on the inner face of two inside wall formworks.
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 downside of two interior guide wall form boards is connect by chamfering formwork with the side of bottom surface template.
Further, further include the bottom side template for the both sides for being set to concrete cushion, bottom side template and lead wall outside
Template mutually staggers and parallel, and the downside of bottom side plate and the side of concrete cushion connect, the upside of bottom side template with it is outer
The downside of guide wall form board is connected by a horizontal shuttering, and a step is formed between bottom side template, outer guide wall form board, horizontal shuttering
Portion.
Further, top surface template is set between the upside of two inside wall formworks, is set between the upside of two outer wall templates
The location supporting rod parallel with top surface template is set, location supporting rod is located at the top of top surface template, and location supporting rod is multiple and along piping lane
Extending direction spacing parallel arranging is arranged.
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.
Using piping lane formwork bracing system provided by the utility model, shaping characteristic can largely use aluminum alloy pattern plate, use
The mode that piping lane bottom and top separately pour, diagonal brace is mountable in the molding bottom surface of piping lane, without being installed on template
On, template can be had enough to meet the need, and specific construction could be realized without covering template more.Since the turnover characteristic of aluminum dipping form is prominent and construction quality
Well, it is applied in the piping lane standard segment structure of the big scale of construction and has a vast market foreground.
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 formwork bracing system that the utility model embodiment provides；
Fig. 3 schematically illustrates the scheme of installation 2 for the piping lane formwork bracing 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 formwork bracing 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 provides a kind of piping lane formwork bracing system, including piping lane bottom template mounting structure,
Piping lane bottom template mounting structure includes concrete cushion 1, and 1 top of concrete cushion is provided with bottom surface mould parallel with it
Plate 2, bottom surface template 2 is multiple and arranges along piping lane extending direction spacing parallel arranging, is equipped on concrete cushion 1 normal thereto
Vertical supporting reinforcing bar 3, bottom surface template 2 is installed on vertical supporting reinforcing bar 3.Preferably, bottom surface template 2 is rectangle, adjacent
The distance between bottom surface template 2 it is equal.The interior guide wall form board 7 of two sides installation of template 2, two interior guide wall form boards 7 in bottom surface
Downside connect with the side of bottom surface template 2 by chamfering formwork 6, in the two sides of concrete cushion 1, installation is outer leads wall mould
Plate 8, outer guide wall form board 7 are vertical parallel with interior guide wall form board 8.
Piping lane formwork bracing system further includes the bottom side template 9 for the both sides for being set to concrete cushion 1, bottom side template
9 mutually stagger and parallel with outer guide wall form board 8, and the downside of bottom side template 9 is connect with the side of concrete cushion 1, bottom side
The upside of template 9 is connect with the downside of outer guide wall form board 8 by a horizontal shuttering 10, bottom side template 9, outer guide wall form board 8,
A stage portion is formed between horizontal shuttering 10.
Piping lane formwork bracing system further includes inside wall formwork 11 and outer wall template 12, and the downside of inside wall formwork 11 is in
The vicarious template of wall 29 is connect with the upside of interior guide wall form board 7, the downside of outer wall template 12 by the vicarious template of exterior wall 30 with lead outside
The upside of wall form 8 connects, and is respectively mounted lateral back cord 21 in the inner face of inside wall formwork 7, the outer end face of outer wall template 8, inside
Interior wall strenthening member 22 is overlapped on the surface of lateral back cord 21 on 7 inner face of wall form, is installed in interior wall strenthening member 22
Diagonal brace 23.
As a kind of specific implementation mode, if the width of piping lane is smaller, diagonal brace 23 can be cancelled, in two inside wall formworks 11
Cross-brace is installed between strenthening member 22 on inner face.
As a kind of specific embodiment, concrete cushion 1 is tilted along piping lane extending direction, is tilted towards in concrete cushion 1
Under one end top setting bottom surface template 2 be bottom surface cover board 4, sealing is installed between bottom surface cover board 4 and concrete cushion 1
Screw rod 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.
Top surface template 13 is set between the upside of two inside wall formworks 11, and in the present embodiment, template 13 both sides in top surface are logical
It crosses chamfering formwork 6 to connect with the upside of inside wall formwork 11, be arranged between the upside of two outer wall templates 12 flat with top surface template 13
Capable location supporting rod 14, in the present embodiment, location supporting rod 14 are channel steel, and location supporting rod 14 is located at the top of top surface template 13,
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 embodiment of the present invention also provides the construction method of piping lane formwork bracing 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.
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.
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.It is intervally arranged
Bottom surface template 2 help to prevent from rising the appearance of mould, and form an interface that can be smoothed out, construction is very convenient.
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.Sealing up screw 5
To bottom surface cover board 4 have fixed effect, prevent 4 stress of bottom surface cover board occur rising mould the phenomenon that.
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 formwork bracing system provided in this embodiment, support system reasonable design, intensity is enough big, and molding is special
Point can largely use aluminum alloy pattern plate, and in such a way that piping lane bottom and top separately pour, support top 25, diagonal brace 23 are mountable to pipe
In the molding bottom surface in corridor, without being installed in template, template can be had enough to meet the need, and could realize without covering template more and specifically apply
Work.It is wide using having in the piping lane standard segment structure of the big scale of construction since the turnover characteristic of aluminum dipping form is prominent and construction quality is good
Wealthy market prospects.
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 (8)
1. piping lane formwork bracing system, which is characterized in that including bottom template mounting structure, bottom template mounting structure includes mixed
Solidifying soil padding, concrete cushion top are provided with bottom surface template parallel with it, and bottom surface template is multiple and along piping lane extension side
It arranges to spacing parallel arranging, vertical supporting reinforcing bar normal thereto is installed on concrete cushion, bottom surface template is installed on vertically
On spacer bar；The guide wall form board in the two sides installation of template in bottom surface, in the two sides of concrete cushion, installation is outer leads wall mould
Plate, outer guide wall form board and interior guide wall form board are parallel vertically；
Further include inside wall formwork and outer wall template, the upside that the downside of inside wall formwork passes through interior wall vicarious template and interior guide wall form board
Connection, the downside of outer wall template connect by the vicarious template of exterior wall with the upside of outer guide wall form board, inside wall formwork inner face,
The outer end face of outer wall template is respectively mounted lateral back cord, and interior wall is overlapped on the surface of the lateral back cord on inside wall formwork inner face and is added
Gu component installs diagonal brace in interior wall strenthening member.
2. piping lane formwork bracing system as described in claim 1, which is characterized in that concrete cushion inclines along piping lane extending direction
Tiltedly, the bottom surface template of the top setting of one end in concrete cushion diagonally downward is bottom surface cover board, cover board and coagulation in bottom surface
Sealing up screw is installed between soil padding.
3. piping lane formwork bracing system as claimed in claim 2, 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 bottom surface cover board and concrete cushion and abuts bottom respectively
Surface cover and concrete cushion, are both provided with external screw thread on two tie-struts, one of tie-strut with abut concrete
The wide mouth end of the sleeve of bed course is spirally connected, and the other end is spirally connected with the nut for being embedded in concrete cushion in advance, and the one of another tie-strut
End is spirally connected with the wide mouth end for the sleeve for abutting bottom surface cover board, the spiral shell that the other end passes through bottom surface cover board and is set to above the cover board of bottom surface
Mother is spirally connected.
4. piping lane formwork bracing system as described in claim 1, which is characterized in that the downside of two interior guide wall form boards passes through
Chamfering formwork is connect with the side of bottom surface template.
5. piping lane formwork bracing system as claimed in claim 4, which is characterized in that further include be set to concrete cushion two
The bottom side template of side, bottom side template is mutually staggered with outer guide wall form board and parallel, the downside of bottom side plate and concrete mats
The side connection of layer, the upside of bottom side template are connect with the downside of outer guide wall form board by a horizontal shuttering, bottom side template,
A stage portion is formed between outer guide wall form board, horizontal shuttering.
6. the piping lane formwork bracing system as described in claim 1 or 5, which is characterized in that between the upside of two inside wall formworks
Top surface template is set, the location supporting rod parallel with top surface template is set between the upside of two outer wall templates, location supporting rod is located at
The top of top surface template, location supporting rod are multiple and arrange along piping lane extending direction spacing parallel arranging.
7. piping lane formwork bracing system as claimed in claim 6, 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.
8. piping lane formwork bracing system as claimed in claim 7, 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 |
|---|---|---|---|
| CN201721679562.9U CN207974144U (en) | 2017-12-05 | 2017-12-05 | Piping lane formwork bracing system |
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Cited By (3)
| 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 |
| CN110593553A (en) * | 2019-09-17 | 2019-12-20 | 中建八局轨道交通建设有限公司 | End template reinforcing apparatus |
| CN112065046A (en) * | 2020-08-27 | 2020-12-11 | 晟通科技集团有限公司 | Formwork combination and formwork construction system |
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2017
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Cited By (3)
| 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 |
| CN110593553A (en) * | 2019-09-17 | 2019-12-20 | 中建八局轨道交通建设有限公司 | End template reinforcing apparatus |
| CN112065046A (en) * | 2020-08-27 | 2020-12-11 | 晟通科技集团有限公司 | Formwork combination and formwork construction system |
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