CN207700216U - Piping lane construction formwork system - Google Patents

Piping lane construction formwork system Download PDF

Info

Publication number
CN207700216U
CN207700216U CN201721612760.3U CN201721612760U CN207700216U CN 207700216 U CN207700216 U CN 207700216U CN 201721612760 U CN201721612760 U CN 201721612760U CN 207700216 U CN207700216 U CN 207700216U
Authority
CN
China
Prior art keywords
template
side wall
piping lane
punching block
lane construction
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
CN201721612760.3U
Other languages
Chinese (zh)
Inventor
冯超其
陆顺康
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Shanghai Construction No 5 Group Co Ltd
Original Assignee
Shanghai Construction No 5 Group Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Shanghai Construction No 5 Group Co Ltd filed Critical Shanghai Construction No 5 Group Co Ltd
Priority to CN201721612760.3U priority Critical patent/CN207700216U/en
Application granted granted Critical
Publication of CN207700216U publication Critical patent/CN207700216U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

The utility model is related to a kind of piping lane construction formwork systems.The piping lane construction formwork system includes roof plate template, corner formwork, side wall template and template running gear, roof plate template includes the punching block positioned at intermediate wooden model and positioned at wooden model both sides, wooden model is bonded with punching block, corner formwork is connect between punching block and side wall template and respectively with punching block and side wall template, template running gear includes pedestal and idler wheel, idler wheel is located at the lower section of pedestal and is connect with pedestal, and pedestal support side wall template is simultaneously connect with side wall template.Concentration stacks the step of retransferring after above-mentioned piping lane construction formwork system eliminates form removable so that the transfer of template is more convenient and easy, improves construction efficiency.

Description

Piping lane construction formwork system
Technical field
The utility model is related to engineering construction fields, more particularly to piping lane construction formwork system.
Background technology
Usually, Pipe rack construction is to use plank sheathing or small punching block, is adapted to and is installed according to structure.In order to Ensure that piping lane inner wall is indeformable, not quick-fried mould, not spillage, needs to set up full framing inside piping lane with thin space, meanwhile, piping lane Outside needs to install outboard template, is connected with each other inner and outer template using Screw arbor with nut at both-ends, can just be poured after the completion of connection.
However, support is more inside above-mentioned construction method so that piping lane inner space is narrow, is shifted more after form removable It is difficult.
Utility model content
Based on this, it is necessary to which narrow for piping lane inner space, the more difficult problem of template transfer provides a kind of template Shift conveniently piping lane construction formwork system.
A kind of piping lane construction formwork system, including:
Roof plate template includes the punching block positioned at intermediate wooden model and positioned at the wooden model both sides, the wooden model and the steel Mould is bonded;
Corner formwork is connect with the punching block;
Side wall template is connect with the corner formwork, the corner formwork be located at the punching block and the side wall template it Between;
Template running gear, including pedestal and idler wheel, the idler wheel are located at the lower section of the pedestal and connect with the pedestal It connects, side wall template described in the pedestal support is simultaneously connect with the side wall template.
In one embodiment, the side wall template is spaced more angle steel of setting in a lateral direction.
In one embodiment, the side wall template is spaced more perpendicular ribs of setting in a vertical direction.
In one embodiment, it is supported by strut between the side wall template and drawknot, the both ends of the strut Equipped with adjusting screw socket.
In one embodiment, the wooden model is by scaffold support, the top of scaffold layer successively from top to bottom It is laminated with longitudinal lumps of wood and the lateral lumps of wood.
In one embodiment, the edge joint position of the wooden model and the punching block is equipped with chamfering.
In one embodiment, the corner formwork includes three pieces of templates, three pieces of angled connections of template.
In one embodiment, the pedestal includes two channel steels along the piping lane extending direction, two channel steels Between be equipped with fixed link, the both ends of the fixed link are connect with the channel steel respectively.
In one embodiment, between the punching block and the corner formwork and the corner formwork and the side wall mould It is to be detachably connected between plate.
Above-mentioned piping lane construction formwork system is after the wooden model of roof plate template is removed, punching block, corner formwork and the side wall of top plate Template can be moved integrally by template running gear, and have certain steering angle by idler wheel, can be straight in piping lane Movement is connect, concentration stacks the step of retransferring after eliminating form removable so that the transfer of template is more convenient and easy, improves Construction efficiency.
Description of the drawings
Fig. 1 is the sectional view of the piping lane construction formwork system of an embodiment;
Fig. 2 is the vertical view of the piping lane construction formwork system of an embodiment;
Fig. 3 is the front view of the side wall template of an embodiment;
Fig. 4 is the side view of side wall template shown in Fig. 3;
Fig. 5 is the structural schematic diagram of the strut of the piping lane construction formwork system of an embodiment;
Fig. 6 is the structural schematic diagram of the corner formwork of an embodiment;
Fig. 7 is the vertical view of the pedestal of the template running gear of an embodiment;
Fig. 8 is the front view of the pedestal of the template running gear of an embodiment;
Fig. 9 is the front view of the idler wheel of the template running gear of an embodiment;
Figure 10 is the side view of the idler wheel of template running gear shown in Fig. 9;
Figure 11 is the pouring molding figure using the piping lane construction formwork system of an embodiment;
Figure 12 is the flow chart of the construction method of the piping lane construction formwork of an embodiment.
Specific implementation mode
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work The all other embodiment obtained, shall fall within the protection scope of the present invention.
As depicted in figs. 1 and 2, the piping lane construction formwork system 1 of an embodiment include roof plate template 10, corner formwork 20, Side wall template 30 and template running gear 40, roof plate template 10 include the steel positioned at intermediate wooden model 12 and positioned at 12 both sides of wooden model Mould 14, wooden model 12 are bonded with punching block 14, corner formwork 20 between punching block 14 and side wall template 30 and respectively with punching block 14 and Side wall template 30 connect, template running gear 40 include pedestal 42 and idler wheel 44, idler wheel 44 be located at the lower section of pedestal 42 and with bottom Seat 42 connects, and 42 support side wall template 30 of pedestal is simultaneously connect with side wall template 30.
Above-mentioned piping lane construction formwork system 1 is after the wooden model 12 of roof plate template 10 is removed, punching block 14, the corner formwork of top plate 20 and side wall template 30 can be moved integrally by template running gear 40, and by idler wheel 44 have certain steering angle, It can directly be moved in piping lane, concentration stacks the step of retransferring after eliminating form removable so that the transfer of template is more It is convenient and easy, improve construction efficiency.
Roof plate template 10 is spliced using wooden model 12 and punching block 14, can facilitate the cross construction for first tearing side wall template 30 open.One As, ability removable removing template when the intensity of roof plate template 10 needs to reach 100%, and the intensity of side wall template 30 need to only reach 75% can form removal.Therefore, in construction, wooden model 12 and punching block 14 splice, and side wall template 30 can be made conveniently to tear open It removes, to improve construction efficiency.Wherein, wooden model 12 and the fitting of punching block 14 both refer to that punching block is close on the surface of wooden model 12 at the time of contact 14 surface, that is, very small in edge joint position distance between the two.In the present embodiment, the edge joint position of wooden model 12 and punching block 14 Equipped with chamfering, the generation for pouring gap is reduced.Further, in the present embodiment, chamfering is 45 degree, ensure that 12 He of wooden model The stickiness of punching block 14.When dismantling template, wooden model 12 is first dismantled, then receives the punching block of both sides 14 towards opposite direction It once, can be so that punching block 14, corner formwork 20 and side wall template 30 be moved by template running gear 40.
Fig. 3 and Fig. 4 are please referred to, in the present embodiment, side wall template 30 is spaced more angle steel 32 of setting in a lateral direction. Further, more perpendicular ribs 34 are arranged in interval in a vertical direction.More angle steel 32 and Duo Gen erect rib 34 and form a grid Support ensures the structural strength of side wall template 30.Wherein, the spacing of angle steel 32 and perpendicular rib 34 can be selected according to actual conditions It selects.In the present embodiment, the spacing of angle steel 32 is 770 millimeters, and the spacing for erecting rib 34 is 500 millimeters.
When the size of piping lane is larger, need polylith side wall template 30 being stitched together to form the side wall of piping lane, wherein The size of side wall template 30 can be selected according to actual conditions.In the present embodiment, the length and width of side wall template 30 Respectively 2050 millimeters and 2000 millimeters.As shown in figure 4, in the present embodiment, the edge of side wall template 30 is equipped with reserved bolt Fastening port 304, to facilitate the connection between side wall template 30.In the present embodiment, the edge of side wall template 30 is every 200 millimeters Punching forms reserved bolt fastening port 304.Every piece of side wall template 30 is made by standard size, when reserved bolt fastening port Assembly can be carried out when 304 alignment, simplifies assembled step, is conducive to improve construction efficiency.
Please continue to refer to Fig. 1, Fig. 2 and Fig. 5, in one embodiment, piping lane construction formwork system 1 is generally comprised positioned at top Roof plate template 10, and corner formwork 20 and side wall template 30 positioned at 10 both sides of roof plate template, phase between side wall template 30 To setting.In the present embodiment, it is supported by strut 36 between side wall template 30 and drawknot, the both ends of strut 36 is equipped with tune Save screw socket.Strut 36 between side wall template 30 prevents side wall template 30 for the distance between fixed sidewall template 30 It is mobile.When in use, 36 one end of strut is connect with side wall template 30, and the other end is connect with other side wall form 30.Strut 36 Length can be adjusted by the adjusting screw socket for being arranged at both ends, and then be used according to the distance between side wall template 30 different The strut 36 of length.
In the present embodiment, wooden model 12 is sequentially laminated with longitudinal direction from top to bottom by scaffold support, the top of scaffold The lumps of wood and the lateral lumps of wood.Wooden model 12 uses scaffold support, shores the longitudinal lumps of wood of upper setting in scaffold, then in longitudinal lumps of wood The lateral lumps of wood of upper placement so that wooden model 12 is flushed with the punching block 14 of both sides.Meanwhile longitudinal lumps of wood and the lateral lumps of wood form a net Lattice structure so that the support of wooden model 12 is more stable.In the present embodiment, scaffold support uses a diameter of 48.3 millimeters, thickness Degree is 3.5 millimeters of steel pipe, and the upright bar spacing of scaffold is laterally 90 meters, and longitudinal is 120 meters.The vertically and horizontally horizon bar of scaffold The distance between be 1.5 meters.
Referring to Fig. 6, in the present embodiment, corner formwork 20 includes three pieces of templates, three pieces of angled connections of template. Corner formwork 20 is designed according to the crank degree of piping lane inner wall.Three pieces of templates are in turn connected to form an angle. In the present embodiment, three pieces of templates are in 135 ° of splicings.Wherein, strengthening steel slab is set at the template being connect with punching block 14, with enhancing The intensity of connection.Similarly, it is also provided with strengthening steel slab at the template being connect with side wall template 30, to ensure structural strength.
Please refer to Fig. 1, Fig. 2, Fig. 7, Fig. 8, Fig. 9 and Figure 10, template running gear 40 includes pedestal 42 and idler wheel 44, Pedestal 42 includes two channel steels 420 along piping lane extending direction, and fixed link 422, fixed link 422 are equipped between two channel steels 420 Both ends connect respectively with channel steel 420.Main body of the channel steel 420 of two longitudinal directions as template running gear 40 is spaced a spacing From setting fixed link 422, ensure the whole rigidity of pedestal 42.Two channel steels 420 are connect with the side wall template 30 of both sides respectively, are made When proper pedestal 42 is moved by idler wheel 44, side wall template 30, corner formwork 20 and punching block 14 can be driven to move together.To protect Card side wall template 30 has enough rigidity and intensity in concreting, ensures that the linear of template does not bend and change, One of vertical supporting can be arranged to connect with pedestal 42, while one of cross-brace connecting side wall form 30 and vertical branch are set Support.
In addition, being in the present embodiment, between punching block 14 and corner formwork 20 to be detachably connected.It is needed when certain block template is impaired When replacing, impaired template can be removed to be replaced.In the present embodiment, the size of corner formwork 20 opposite can be done small Some, avoid occupying the excessive area of top plate, while generation roof plate template 10 being avoided to remove too early phenomenon.In form removal When, corner formwork 20 and side wall template 30 do not detach, in order to the transfer of template.Using above-mentioned piping lane construction formwork system 1 into Pipe rack after row pours (to be clearly shown wooden model 12, omits the concrete 2 of 12 top of wooden model) as shown in figure 11, matches Top plate and the molding of side wall one-time-concreting of piping lane can be made by closing the wooden model 12 of roof plate template 10.Above-mentioned piping lane construction formwork system 1 Outside without setting up template, reduce and go along with sb. to guard him width, gunite concrete etc. is used going along with sb. to guard him side before structure reinforcing bars construction Method will go along with sb. to guard him side wall leveling, and exterior sheathing use is can be used as after the completion of waterproof construction, reduces the input of template.It is constructing When, the part of bottom plate and side wall pours completion, the channel of template running gear 40 is formed, since the bottom plate of piping lane can be with side wall And top plate separately pours, and goes along with sb. to guard him and can construct in advance with bottom plate, accelerates construction speed.After wooden model 12 is dismantled, roof plate template 10 punching block 14, corner formwork 20 and side wall template 30 can be moved integrally by template running gear 40 in piping lane, be saved It is concentrated after form removable and stacks the step of retransferring, improve construction efficiency.In addition, can individually be replaced after individual template breakages It changes, high recycling rate, improves the utilization rate of template.
The construction method of piping lane construction formwork is illustrated below.
Please refer to Fig. 1 and Figure 12, the construction method of the piping lane construction formwork of an embodiment includes the following steps:
Step S120:Roof plate template 10, corner formwork 20 and side wall template 30 are connected, wherein roof plate template 10 includes Punching block 14 positioned at intermediate wooden model 12 and positioned at 12 both sides of wooden model, wooden model 12 and punching block 14 are bonded, and roof plate template 10 passes through steel Mould 14 is connect with corner formwork 20.Corner formwork 20 is respectively positioned on the both sides of roof plate template 10 with side wall template 30, wherein top plate mould Plate 10 forms the top of Pipe rack, the Turn angle match of corner formwork 20 and piping lane inner wall, and side wall template 30 forms Pipe rack Inner wall.
Step S122:Fixed and roof supporting template 10 and side wall template 30, form the inner frame of Pipe rack.At this In embodiment, roof plate template 10 uses scaffold support.It is supported by strut 36 between side wall template 30 and drawknot.Pass through Supporting and fixing for scaffold and strut 36, ensure that the stability of piping lane construction formwork.
Step S124:Casting concrete 2 forms Pipe rack.It is carried out on the outside of piping lane using the method for gunite concrete Injection, forms the exterior sheathing of Pipe rack.Due to being not necessarily to set up exterior sheathing, Screw arbor with nut at both-ends is eliminated so that the piping lane knot of formation Structure has good water proofing property, improves the waterproof effect of Pipe rack.
Step S126:Wooden model 12 is removed, punching block 14, corner formwork 20 and side wall template 30 are moved by template running gear 40 Dynamic and transfer, completes the construction of piping lane.After wooden model 12 is removed, the punching block 14 of both sides is received, to drive corner formwork 20 and side wall template 30 loosen, and then directly moved in piping lane by template running gear 40, concentrated after saving form removable The step of stacking retransfers.
The construction method of above-mentioned piping lane construction formwork, step is simple, easy to operate, without setting up exterior sheathing, reduces mould Plate is put into, and advantageously reduces construction cost.
Each technical characteristic of embodiment described above can be combined arbitrarily, to keep description succinct, not to above-mentioned reality It applies all possible combination of each technical characteristic in example to be all described, as long as however, the combination of these technical characteristics is not deposited In contradiction, it is all considered to be the range of this specification record.
Above-described embodiments merely represent several embodiments of the utility model, the description thereof is more specific and detailed, But therefore it can not be interpreted as the limitation to utility model patent range.It should be pointed out that for the common skill of this field For art personnel, without departing from the concept of the premise utility, various modifications and improvements can be made, these are belonged to The scope of protection of the utility model.Therefore, the protection domain of the utility model patent should be determined by the appended claims.

Claims (9)

1. a kind of piping lane construction formwork system, which is characterized in that including:
Roof plate template, includes the punching block positioned at intermediate wooden model and positioned at the wooden model both sides, and the wooden model is pasted with the punching block It closes;
Corner formwork is connect with the punching block;
Side wall template is connect with the corner formwork, and the corner formwork is between the punching block and the side wall template;
Template running gear, including pedestal and idler wheel, the idler wheel are located at the lower section of the pedestal and are connect with the pedestal, institute It states side wall template described in pedestal support and is connect with the side wall template.
2. piping lane construction formwork system according to claim 1, which is characterized in that the side wall template is in a lateral direction More angle steel of interval setting.
3. piping lane construction formwork system according to claim 2, which is characterized in that the side wall template is in a vertical direction More perpendicular ribs of interval setting.
4. piping lane construction formwork system according to claim 1, which is characterized in that pass through strut between the side wall template It is supported and drawknot, the both ends of the strut is equipped with adjusting screw socket.
5. piping lane construction formwork system according to claim 1, which is characterized in that the wooden model by scaffold support, The top of the scaffold is sequentially laminated with longitudinal lumps of wood and the lateral lumps of wood from top to bottom.
6. piping lane construction formwork system according to claim 1, which is characterized in that the piece of the wooden model and the punching block Place is equipped with chamfering.
7. piping lane construction formwork system according to claim 1, which is characterized in that the corner formwork includes three pieces of moulds Plate, three pieces of angled connections of template.
8. piping lane construction formwork system according to claim 1, which is characterized in that the pedestal includes two along the pipe The channel steel of corridor extending direction, fixed link is equipped between two channel steels, and the both ends of the fixed link connect with the channel steel respectively It connects.
9. piping lane construction formwork system according to claim 1, which is characterized in that the punching block and the corner formwork it Between to be detachably connected.
CN201721612760.3U 2017-11-28 2017-11-28 Piping lane construction formwork system Active CN207700216U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201721612760.3U CN207700216U (en) 2017-11-28 2017-11-28 Piping lane construction formwork system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201721612760.3U CN207700216U (en) 2017-11-28 2017-11-28 Piping lane construction formwork system

Publications (1)

Publication Number Publication Date
CN207700216U true CN207700216U (en) 2018-08-07

Family

ID=63024027

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201721612760.3U Active CN207700216U (en) 2017-11-28 2017-11-28 Piping lane construction formwork system

Country Status (1)

Country Link
CN (1) CN207700216U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107916677A (en) * 2017-11-28 2018-04-17 上海建工五建集团有限公司 Piping lane construction formwork system and its construction method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107916677A (en) * 2017-11-28 2018-04-17 上海建工五建集团有限公司 Piping lane construction formwork system and its construction method

Similar Documents

Publication Publication Date Title
CN107916677A (en) Piping lane construction formwork system and its construction method
CN107327050B (en) Disassembly-free basement exterior wall flanging unilateral formwork supporting device and construction method
CN100547174C (en) The prefab form and the construction technology thereof of concrete flow passage gradual change fillet segment top board construction
CN210622306U (en) Assembly type floor post-cast strip template splicing structure
CN207700216U (en) Piping lane construction formwork system
CN102900230A (en) Liftable reinforced concrete post-casting strip construction method
CN212154127U (en) Roof post-cast strip quick detach bearing structure
CN201972395U (en) Steel-frame double-layer-net building template
CN212129218U (en) Basement outer wall single face formwork system
CN110219232B (en) Concrete pouring method for deck type arch bridge
CN209240238U (en) Precast wall body formwork erection pours device
CN108691382A (en) Pin-connected panel precast floor slab and its construction method
CN201687199U (en) Corridor gutter formed molding board
CN209443767U (en) A kind of steel template system of no split bolt
CN210238898U (en) Buckle formula exempts from to tear open form floor
CN207794582U (en) A kind of hanging large span combination support for shuttering
CN208949921U (en) Waterstop fixing mould
CN208473286U (en) A kind of wall form of car ramp circular arc wall
CN208152557U (en) Large-span girder and floor steel pipe type quick-disassembly structure
CN105887922A (en) Truss supporting device and method for constructing lining wall by means of truss supporting device
CN205955189U (en) Fold -type structure board post -cast strip seam template construction structures
CN202031328U (en) Fixing device of outer formwork for casting outer concrete wall on floor slab of building
CN217679240U (en) Tower crane foundation for underwater bridge construction
CN220267201U (en) Combined quick turnover supporting structure for post-cast strip concrete pouring construction
CN204850188U (en) One -way superimposed sheet piece connection structure

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant