CN209129364U - A kind of steel builds the cast-in-place molding machine of building enclosure - Google Patents
A kind of steel builds the cast-in-place molding machine of building enclosure Download PDFInfo
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- CN209129364U CN209129364U CN201821988229.0U CN201821988229U CN209129364U CN 209129364 U CN209129364 U CN 209129364U CN 201821988229 U CN201821988229 U CN 201821988229U CN 209129364 U CN209129364 U CN 209129364U
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- molding machine
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 51
- 239000010959 steel Substances 0.000 title claims abstract description 51
- 238000000465 moulding Methods 0.000 title claims abstract description 13
- 238000005266 casting Methods 0.000 claims abstract description 18
- 238000005491 wire drawing Methods 0.000 claims description 5
- 239000004744 fabric Substances 0.000 claims description 2
- 230000003014 reinforcing effect Effects 0.000 claims 2
- 238000003860 storage Methods 0.000 abstract description 5
- 238000004519 manufacturing process Methods 0.000 abstract description 4
- 238000005452 bending Methods 0.000 abstract description 3
- 238000009434 installation Methods 0.000 abstract description 3
- 238000009435 building construction Methods 0.000 abstract description 2
- 229910000679 solder Inorganic materials 0.000 abstract description 2
- 230000009466 transformation Effects 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 21
- 230000000694 effects Effects 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 230000002787 reinforcement Effects 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 235000017166 Bambusa arundinacea Nutrition 0.000 description 1
- 235000017491 Bambusa tulda Nutrition 0.000 description 1
- 241001330002 Bambuseae Species 0.000 description 1
- 235000015334 Phyllostachys viridis Nutrition 0.000 description 1
- 239000011425 bamboo Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 230000003028 elevating effect Effects 0.000 description 1
- 230000009975 flexible effect Effects 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 238000012827 research and development Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000007711 solidification Methods 0.000 description 1
- 230000008023 solidification Effects 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
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- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model discloses a kind of steel to build the cast-in-place molding machine of building enclosure, it is applied to the realm of building construction, it includes depending on steel column to be promoted and be fixedly connected with steel column, it is symmetricly set on the gang form of foot wall upper end two sides, the gang form includes ash panel, steel skeleton and job platform, the top end face of the foot wall and the inside of two sides ash panel surround the casting space with foot wall equivalent width jointly, after the completion of concreting, two sides gang form depends on steel column vertical-lift and fixation simultaneously, and so on, the lateral rigidity that the setting of job platform strengthens template prevents lateral bending from deforming and facilitates installation upper layer wall body structure component and casting concrete operation etc., economization the setting up of scaffold, the utility model uses non-solder standard manufacturing process, easy disassembly transformation, transport, storage, it can repeat Using, have the characteristics that design rationally, structure it is simple, safe and reliable, economic and practical.
Description
Technical field
The utility model relates to the realm of building construction, specifically a kind of steel builds the cast-in-place molding machine of building enclosure.
Background technique
Currently, when the cast-in-place retaining wall of structural steelwork is constructed, it is necessary to while building template and scaffold are used, template
Performance determines that construction speed and construction quality and personal safety, setting up for scaffold can provide conveniently for construction.
If realizing that template is combined into one and is convenient to mount and dismount with scaffold, sound construction is safe and reliable, economic and practical,
Working efficiency can be improved, moreover it is possible to ensure the low project cost of the safety and health of staff.Facts have proved: scaffold sets up consumption
Take manpower and material resources, heavy workload greatly improves project cost.
Currently, the project amount of template and scaffold occupies sizable ratio in the work progress of cast-in-situ wall, and
And when have template deformation and rise mould phenomenon, influence project progress and quality.Template, which once goes wrong, will result in material
Waste and personnel's repairing, loss is huge, and largely setting up scaffold causes project cost that can not reduce, and faces the reality, it would be highly desirable to solve.
So research and development new product substitution conventional template and construction method are imperative.
Utility model content
The utility model technical issues that need to address are to provide a kind of steel and build the cast-in-place molding machine of building enclosure, can be effective
It avoids template side-move distortion and eliminates setting up for scaffold, it is ensured that construction quality and personnel safety, speed of application is substantially
Degree improves, and project cost is greatly reduced.
In order to solve the above technical problems, the technical scheme adopted by the utility model is:
The utility model includes depending on steel column to be promoted and be fixedly connected with steel column, be symmetricly set on foot wall upper end two sides
Gang form, the gang form includes ash panel, steel skeleton and job platform；The ash panel parallel is in foot wall
And the two sides of foot wall are vertically arranged in, steel skeleton is fixed on the outer end face of ash panel, and the job platform is vertical
It is fixed at the top of ash panel and is fixedly connected with steel skeleton, top end face and the two sides ash panel of the foot wall
Inner face surrounds the casting space with foot wall equivalent width jointly.
Further improvement of the utility model is: the steel skeleton include cross bar that is detachable and being mutually connected vertically and
Vertical bar, the cross bar level are evenly arranged on the outer end face of ash panel, vertical bar every two be one group of vertical bar, the even cloth of multiple groups vertical bar,
And it is vertically fixed in the end face outside of cross bar；Vertical parallel spaced set between two vertical bars in every group of vertical bar.
Further improvement of the utility model is: offering on the ash panel at spacing between corresponding every group of vertical bar logical
Hole, the ash panel of foot wall two sides are fixedly connected by crossing the fixation device of the corresponding through-hole.
Further improvement of the utility model is: the fixed device includes the casing across the through-hole, in casing
The split bolt being fixedly connected is crossed, the outer end of the split bolt is by fixing on the outside of one group of vertical bar wire drawing pad
On end face.
Further improvement of the utility model is: the job platform includes the work for being fixed at ash upper panel
Make platform and support the brace of the workbench, one end of the brace is fixed on the bottom face of workbench, and the other end is fixed on
On vertical bar.
Further improvement of the utility model is: if the workbench is furnished with relative to the outer side edges of ash panel along even
Bell-and-spigot pipe vertically upward is done, railing post is plugged in the bell-and-spigot pipe, passes through wirerope string between adjacent railing post
Connection links together.
Further improvement of the utility model is: the equal holding in both ends of the cross bar of described gang form the top is positioning
On screw, the set screw is connect with the positioning node being arranged on steel column.
By adopting the above-described technical solution, the beneficial effect that the utility model obtains is:
The utility model structure is simple, and rationally, practical value is high for design, is additionally arranged operation horizontal on the basis of original template
Platform, the job platform are an absolute construction, link into an integrated entity with template steel skeleton, are fixed at the upper of gang form
Lateral reinforcement effect plays to gang form in portion, can guarantee pour, vibrated concrete when ash panel that sidesway does not occur is curved
Song deformation；The setting of another aspect job platform provides the convenience of safety work to staff, can efficiently meet and enclose
The operations of protection structure construction, eliminate setting up for scaffold in traditional construction, and project cost is greatly reduced, also to install
Layer wall body structure component and casting concrete operation etc. provide convenience.
The utility model uses non-solder manufacturing process, and easy disassembly transformation, transport, storage can be reused, have
The feature that design is reasonable, structure is simple, safe and reliable, economic and practical.
Detailed description of the invention
Fig. 1 is the utility model side structure schematic view；
Fig. 2 is the schematic view of the front view of the utility model.
Wherein, 1, vertical bar；2, split bolt；3, cross bar；4, ash panel；5, casing；6, railing post；7, bell-and-spigot pipe；
8, workbench；9, brace；10, casting space；11, foot wall；12, to wire drawing pad；13, wirerope.
Specific embodiment
The utility model is described in further details below with reference to embodiment:
A kind of steel builds the cast-in-place molding machine of building enclosure, as depicted in figs. 1 and 2 comprising depends on steel column and is promoted and and steel
The gang form that column is fixedly connected, the gang form are symmetricly set on the two sides of 11 upper end of foot wall.
As shown in Figure 1, the gang form includes ash panel 4, steel skeleton and job platform.Steel skeleton and job platform
Setting can prevent sidesway, the bending deformation of casting process ash panel 4, safety, comfortable work can be also provided for staff
Make condition, it is ensured that construction safety, go on smoothly and can economization scaffold set up, for installation upper layer wall body structure component and pour
Concrete work etc. provides convenience.
The ash panel 4 is parallel to foot wall 11 and is symmetricly set on the two sides of foot wall 11, the ash panel 4
Smooth interior surfaces setting guarantees the smooth of casting metope, and wood, modeling or metal plate production can be selected；The steel skeleton fixed setting
On the outer end face of ash panel 4, the setting of steel skeleton plays support, fixed ash panel 4 and prevents ash face in casting process
The effect that plate 4 is deformed by lateral pressure effect；The job platform is fixed at the top of ash panel 4 and and steel skeleton
It is fixedly connected, the setting of job platform further enhances the rigidity of steel skeleton, to keep the intensity of ash panel 4 also mutually deserved
It is firm to have ensured that sidesway, deformation do not occur for ash panel 4 in casting process, influence construction quality to reinforcement.On the other hand make
The setting of industry platform is set up instead of traditional scaffold, provides the convenience of safe construction operation to worker's construction, engineering is made
Valence is also greatly reduced.
The top end face of the foot wall 11 and the inner surface of two sides ash panel 4 surround and 11 equivalent width of foot wall jointly
Casting space 10, all walls such as assembling reinforcement, reserved opening, pipeline, embedded part, insulating layer include in the casting space 10
Structural member be installed after, concrete is poured into casting space 10, after concrete setting, with foot wall 11 formed one
Then entire gang form is depended on steel column and is lifted up by a entirety.
As shown in Fig. 2, the steel skeleton includes the cross bar 3 and vertical bar 1 for being detachably mutually perpendicular to be fixedly connected, it is detachable solid
Fixed connection can meet the secondary combination of steel skeleton, assemble use again according to requirement of engineering, and convenient disassembly is conducive to production and transport
Storage.
3 horizontal homogeneous of cross bar is fixed on the outer end face of ash panel 4, the equal holding in both ends of the cross bar 3 of the top
On set screw, the set screw is connect with the positioning node being arranged on steel column.The set screw and positioning node
It is grouped together into positioning device, the setting of the positioning device facilitates the positioning of gang form.After concreting is completed,
First the set screw at 3 both ends of split bolt 2 and cross bar is removed, then gang form integrally depend on steel column promoted and again by
Positioning device positioning, realizes moving up for gang form.
The type equipped with plane can be used to drawing, fixing and fixed ash panel 4 for convenience in the cross bar 3 and vertical bar 1
Material, such as side, rectangular tube or work, angle, channel section are made.The vertical bar 1 every two is one group of formation group vertical bar, and multiple groups vertical bar is uniformly distributed
And vertical removable is fixed in the end face outside of cross bar 3, spacing is equipped between two vertical bars 1 in every group of vertical bar, and every
Two vertical bars 1 in group vertical bar are parallel to each other spaced set.
Through-hole is offered on the ash panel 4 at spacing between corresponding every group of vertical bar, the through-hole is distributed in ash panel 4
Upper and lower part, according to can also accordingly add through-hole among the requirement for height of gang form, 4 lower part of ash panel is opened up
Through-hole be vertical long hole, convenient for adjust foot wall 11 height error, the ash panel 4 of 11 two sides of foot wall is by crossing
The fixation device for stating through-hole is fixedly connected.
The fixed device includes the casing 5 across the hole, crosses split bolt 2 in casing 5 and is fixedly connected, described right
Draw the outer end of bolt 2 by fixing in the end face outside of group vertical bar to wire drawing pad 12.
Such be provided with is conducive to installation casing 5, and casing 5 is passed through foot wall 11 and casting by the spacing between group vertical bar
The corresponding through-hole of ash panel 4 of 10 two sides of space, the staff in 4 two sides of ash panel simultaneously pass through split bolt 2
Casing 5, fixed to wire drawing pad 12 to fix in the end face outside of group vertical bar, the ash panel 4 of two sides, which will pass through, crosses corresponding lead to
The fixation device in hole firmly installs.When casting complete needs to move up gang form, as long as split bolt 2 is extracted out out of casing 5
Carry out and lay down positioning bolt, gang form depends on the positioning node completion that steel column is promoted to top and moves up, positions, again will be to drawing
Bolt 2 is fixed with casing, and so on.
The job platform multiple can be separately positioned on the upper, middle and lower portion of template steel skeleton, can also individually be arranged in
The upper, middle and lower portion of template steel skeleton, including being fixed at the workbench 8 on template steel skeleton top and supporting the workbench 8
Brace 9, one end of the brace 9 is fixed on the bottom face of workbench 8, and the other end is fixed on vertical bar 1.The workbench
The people's pedal being laid on 8 is made of plank, bamboo clappers, chemical industry plate or iron plate, and the width of workbench 8 is easy for construction to ensure
Facilitate construction and the storage of tool generally at 100 centimetres or so for standard.It is also set up on workbench 8 for construction safety consideration
120 centimetres high of railing post 6.
The end of the workbench 8 is fixed with bell-and-spigot pipe 7, and the railing post 6 being plugged in the bell-and-spigot pipe 7 is adjacent
Railing post 6 be connected in series to form whole railing by wirerope 13.In casting process, ash panel 4 by
It is poured coagulation earth lateral pressure and workbench 8 is transmitted to by steel skeleton, further supported by workbench 8, so the setting of workbench 8
It can be effectively prevent 4 sidesway of ash panel, bending, deformation in casting process, ensure that construction quality on the basis of safe construction,
Its is significant.The walking for being set as construction personnel of workbench 8, binds the works such as top bars, casting concrete at storing tools
Industry provides convenience, the workbench of safety.The gang form and job platform are assembled integrally use, and work before operation
It realizes during making and integrally moves up, when carrying is removable, is conducive to transport, storage.
In the construction process, it after wall steel bar binding and all structural members are installed, will be combined according to construction requirement
The inner surface of the ash panel 4 of template is fixed on the two sides of foot wall 11, passes through set screw and the positioning being arranged on steel column
Node is fixed, then by casing 5 across group vertical bar spacing corresponding through-hole on ash panel 4, consolidated with split bolt 2
Dingan County dress, after ready, operator station realizes cast-in-site on workbench 8, after solidification, will to draw screw 2 from
The both ends of casing 5 disassemble and lay down positioning bolt, and gang form is depended on steel column promotion to upper layer positioning device and is consolidated
It is fixed, the above work is repeated until entire wall pouring is completed.
One hook two of gang form of 11 two sides of foot wall, which is restricted, works as preferred crane with lifting or monolithic lifting, lifting means
Or tower crane, its flexible property, a tractor serves several purposes are better than other elevating methods, it is advantageous to loop wheel machines.
Finally, it should be noted that above embodiments are only to illustrate the technical solution of the utility model, rather than its limitations；
Although the utility model is described in detail with reference to the foregoing embodiments, those skilled in the art should understand that:
It can still modify to technical solution documented by previous embodiment, or be equal to part of technical characteristic
Replacement；And these are modified or replaceed, the utility model embodiment technical solution that it does not separate the essence of the corresponding technical solution
Spirit and scope.
Claims (7)
1. a kind of steel builds the cast-in-place molding machine of building enclosure, it is characterised in that: connect including depending on steel column and being promoted and fixed with steel column
The gang form of foot wall (11) upper end two sides is connect, is symmetricly set on, the gang form includes ash panel (4), reinforcing bar
Frame and job platform；The ash panel (4) is parallel to foot wall (11) and is vertically arranged in the two sides of foot wall (11), reinforcing bar
Frame is fixed on the outer end face of ash panel (4), and the job platform is vertically and fixedly arranged at the top of ash panel (4)
And be fixedly connected with steel skeleton, the top end face of the foot wall (11) and the inner face of two sides ash panel (4) surround jointly with
The casting space (10) of foot wall (11) equivalent width.
2. a kind of steel according to claim 1 builds the cast-in-place molding machine of building enclosure, it is characterised in that: the steel skeleton packet
Cross bar (3) and vertical bar (1) detachable and be mutually connected vertically are included, cross bar (3) level is evenly arranged on the outer of ash panel (4)
On end face, vertical bar (1) every two are one group of vertical bar, the even cloth of multiple groups vertical bar and are vertically fixed in the end face outside of cross bar (3)；
Vertical parallel spaced set between two vertical bars (1) in every group of vertical bar.
3. a kind of steel according to claim 2 builds the cast-in-place molding machine of building enclosure, it is characterised in that: corresponding every group of vertical bar
Between spacing at ash panel (4) on offer through-hole, the ash panel (4) of foot wall (11) two sides is described right by crossing
The fixation device of through-hole is answered to be fixedly connected.
4. a kind of steel according to claim 3 builds the cast-in-place molding machine of building enclosure, it is characterised in that: the fixed device
Casing (5) including passing through the through-hole, casing (5) is interior to cross the split bolt being fixedly connected (2), the split bolt
(2) outer end is by fixing on the end face on the outside of one group of vertical bar wire drawing pad (12).
5. a kind of steel according to claim 1 builds the cast-in-place molding machine of building enclosure, it is characterised in that: the job platform
Including being fixed at the workbench (8) on ash panel (4) top and the brace (9) of the support workbench (8), the brace
(9) one end is fixed on the bottom face of workbench (8), and the other end is fixed on vertical bar (1).
6. a kind of steel according to claim 5 builds the cast-in-place molding machine of building enclosure, it is characterised in that: the workbench
(8) several bell-and-spigot pipes (7) vertically upward, bell-and-spigot pipe (7) interpolation are furnished with along even relative to the outer side edges of ash panel (4)
It is connected to railing post (6), is connected in series between adjacent railing post (6) by wirerope (13).
7. a kind of steel according to claim 1 builds the cast-in-place molding machine of building enclosure, it is characterised in that: the gang form
The equal holding in both ends of the cross bar (3) of the top is on set screw, the set screw and the positioning node being arranged on steel column
Connection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821988229.0U CN209129364U (en) | 2018-11-29 | 2018-11-29 | A kind of steel builds the cast-in-place molding machine of building enclosure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821988229.0U CN209129364U (en) | 2018-11-29 | 2018-11-29 | A kind of steel builds the cast-in-place molding machine of building enclosure |
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| Publication Number | Publication Date |
|---|---|
| CN209129364U true CN209129364U (en) | 2019-07-19 |
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| CN201821988229.0U Active CN209129364U (en) | 2018-11-29 | 2018-11-29 | A kind of steel builds the cast-in-place molding machine of building enclosure |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110616735A (en) * | 2019-09-09 | 2019-12-27 | 湖南建工集团有限公司 | Template system for retaining wall and construction method of retaining wall |
| CN113530191A (en) * | 2021-07-30 | 2021-10-22 | 中国电建集团河南工程有限公司 | Method for installing diagonal steel cable of long cantilever platform |
| CN113858398A (en) * | 2021-08-25 | 2021-12-31 | 上海建工建材科技集团股份有限公司 | Size-adjustable cover beam side mold capable of being disassembled for recycling |
| CN114575522A (en) * | 2020-11-30 | 2022-06-03 | 周俏 | Installation method of shear wall |
-
2018
- 2018-11-29 CN CN201821988229.0U patent/CN209129364U/en active Active
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110616735A (en) * | 2019-09-09 | 2019-12-27 | 湖南建工集团有限公司 | Template system for retaining wall and construction method of retaining wall |
| CN114575522A (en) * | 2020-11-30 | 2022-06-03 | 周俏 | Installation method of shear wall |
| CN114575522B (en) * | 2020-11-30 | 2024-02-23 | 周俏 | Method for mounting shear wall |
| CN113530191A (en) * | 2021-07-30 | 2021-10-22 | 中国电建集团河南工程有限公司 | Method for installing diagonal steel cable of long cantilever platform |
| CN113858398A (en) * | 2021-08-25 | 2021-12-31 | 上海建工建材科技集团股份有限公司 | Size-adjustable cover beam side mold capable of being disassembled for recycling |
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