CN208518359U - Automatic climbing brooder system in extremely frigid zones building structure - Google Patents
Automatic climbing brooder system in extremely frigid zones building structure Download PDFInfo
- Publication number
- CN208518359U CN208518359U CN201820896601.9U CN201820896601U CN208518359U CN 208518359 U CN208518359 U CN 208518359U CN 201820896601 U CN201820896601 U CN 201820896601U CN 208518359 U CN208518359 U CN 208518359U
- Authority
- CN
- China
- Prior art keywords
- support
- insulating layer
- layer
- floor
- building structure
- 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
Links
Abstract
Automatic climbing brooder system in extremely frigid zones building structure, it is located at the periphery on construction layer top and three floors from construction layer is several downwards, floor is equipped with heater, including the support system set gradually from inside to outside and insulating layer, insulating layer is laid in support system, and support system includes floor side wall insulating layer support system and construction layer top insulating layer support system；Floor side wall insulating layer support system includes support elevationally outward and the protective framework that the three floors periphery from construction layer is several downwards is arranged in, construction layer top insulating layer support system includes that horizontally disposed insulating layer is horizontally-supported, the horizontally-supported one end of insulating layer is fixed with support top end elevationally outward, the other end be set to building structure in the middle part of middle part vertical supporting top fix, insulating layer be laid on insulating layer it is horizontally-supported on.The utility model has good promotion and practical value, and can generate good economic benefit after extensive popularization and application.
Description
Technical field
The utility model relates to the automatic climbing brooder systems on the realm of building construction more particularly to extremely frigid zones building structure
System and its construction method.
Background technique
If to carry out concrete construction in severe cold area, it is necessary to have the environment in concreting and maintenance processes
The requirement of temperature cannot cause concrete to be endured cold and generate quality problems because of environment temperature is low.Conventional construction method be
It needs the operating area of casting concrete to set up a shed with steel pipe, is internally heated in shed, (referred to as brooder) makes
Casting concrete work surface environment temperature is controlled at 5 degree or more.Conventional brooder is set up using steel pipe+flitch keel+thermal insulating material
The mode of material, concreting finish, and after concrete curing reaches certain requirement, brooder is all to remove to carry out next construction
Region brooder is set up.The needs of setting up of these brooders are repeated, and dissipate to take to dissipate and tear open, labor intensive and machinery, and low efficiency, this
Process also becomes a critical process, and the time set up and removed will affect site operation progress.
Utility model content
The purpose of the utility model is to provide the automatic climbing brooder system in extremely frigid zones building structure, to solve now
Winter low temperature easily causes the technical issues of seriously affecting to construction；And it is high to solve prior art construction method complexity, project cost
The technical issues of.
To achieve the above objectives, the present invention adopts the following technical solutions:
Automatic climbing brooder system in extremely frigid zones building structure, it is characterised in that: be located at construction layer top and oneself
The periphery of downward several three floors of construction layer, the floor is equipped with heater, including the branch set gradually from inside to outside
Support system and insulating layer, the insulating layer are laid in support system, and the support system includes the support of floor side wall insulating layer
System and construction layer top insulating layer support system；
The floor side wall insulating layer support system includes the three floors periphery being arranged in from construction layer is several downwards
It supports elevationally outward, supports described in several and be arranged around floor one week elevationally outward, the support elevationally outward passes through fixed group
Part is fixed with every floor, it is described elevationally outward support outside be equipped with outer protective frame, the outer protective frame with support elevationally outward
Be arranged in a one-to-one correspondence, the outer protective frame include be fixed on elevationally outward support on horizontal support piece and vertical support piece,
Several described vertical uniform intervals of horizontal support piece are fixed in support elevationally outward, and the vertical support piece passes through laterally branch
Support member is fixed with support elevationally outward, and the insulating layer is laid on outside vertical support piece；
The construction layer top insulating layer support system includes that horizontally disposed insulating layer is horizontally-supported, the insulating layer water
Flat support one end is fixed with support top end elevationally outward, and the other end and the middle part vertical supporting top being set in the middle part of building structure are solid
It is fixed, the insulating layer be laid on insulating layer it is horizontally-supported on；Several middle part vertical supportings surround closed hoop support stake, described
Middle part vertical supporting is disposed through the hole to be provided on floor, fixes also by fixation kit and every floor, and the outside is perpendicular
It is vertically arranged vertical supporting bar to support and middle part vertical supporting, uniform intervals, which are equipped with, on the vertical supporting bar fixes
Hole is equipped with jack between the vertical supporting bar and floor.
It is further preferred that the fixation kit includes horizontally disposed angle steel, the angle steel is fixed on by built-in fitting
On floor surface, the angle steel end is fixed by bolt and vertical supporting bar.
Further, the number of the middle part vertical supporting is adapted with the number supported elevationally outward.
Further, described jack one end is fixed with vertical supporting bar, and the other end is fixed with angle steel.
Further, the insulating layer it is horizontally-supported be aluminium beam, the circumferential support stake and elevationally outward support between
Construction layer is equipped with aluminium beam support frame, and the aluminium beam support frame is the support frame made of steel pipe.
Further, formwork-support is equipped between the adjacent floor.
In addition, the support system is equipped with opening, the opening is connected to the discharging platform for being set to structural floor.
It is further preferred that the insulating layer is laid with by heat preservation rock blanket, the heat preservation rock blanket includes being located at internal layer
Rock wool and plastic cloth positioned at outer layer.
The construction method of automatic climbing brooder system in extremely frigid zones building structure, which is characterized in that including following step
It is rapid:
Step 1: preparing before construction: preparing construction material requested and device；
Step 2: installation vertical supporting bar: in building structure construction layer periphery, installation supports elevationally outward, in building structure
Installation several middle part vertical supportings in inside surround closed hoop support stake, and pass through horizontal support piece on vertical supporting on the outside
Fixed support elevationally outward forms outer protective frame；
Step 3: erection construction layer template: the formwork-support of erection construction layer lower part, and meanwhile it is mixed on erection construction layer
Solidifying soil formwork for placing, is arranged built-in fitting and hole to be provided in concrete-pouring template；
Step 4: being laid with insulating layer: supporting stake in closed hoop and set up the formation heat preservation of aluminium beam between support elevationally outward
Layer is horizontally-supported, is laid with heat preservation rock blanket in the horizontally-supported and outer protective frame periphery of the insulating layer and forms insulating layer；
Step 5: casting concrete: heating brooder internal system, concreting required temperature to be achieved by heater
When, concreting is carried out to construction layer by operator, is completed to concreting, and after reaching fixing piece desired strength,
Angle steel is installed on built-in fitting；
Step 6: jacking brooder system: after the completion of layer construction to be onstructed, using jack by vertical supporting bar together with outer anti-
Retaining frame is jacked to next construction layer, repeats step 3 ~ five, until winter construction terminates, so far, the utility model extremely frigid zones are built
Automatic climbing brooder system construction on building structure is completed.
Compared with prior art the utility model have the characteristics that and the utility model has the advantages that
Protection canopy is promoted to operation floor using hydraulic jack by automatic climbing brooder system, is formed and is closed in work surface
Space is heated in the enclosed space, so that work surface be made to reach temperature required for construction.This hydraulic system+heat preservation
Canopy+heater mode, promotion speed is fast, easy to operate, heating effect is good.Specifically, including following 5 advantages:
1) cold district winter construction is solved the problems, such as
For cold district, the low temperature in winter is brought to construction seriously affects or is substantially at suspended state,
Brooder is set up in such a way that artificial scattered branch is dissipated and torn open, low efficiency, labor intensity of workers is big, and the construction machineries such as tower crane is needed to fall
Steel pipe, heat-preservation cotton required for brooder etc. is transported, the construction period is seriously affected.
After automatic climbing brooder, winter construction is normally carried out, and reduces low temperature to greatest extent to shadow of constructing to obtain
It rings, solves the problems, such as the winter construction of cold district.
2) easy to operate, jacking is convenient
Brooder jacking is carried out using jack, easy to operate, easily operated.
3) applied widely
Slab form support system is not required, is suitable for common using independent support, steel pipe support, bowl buckle support etc.
Top plate installs system.And span can be adjusted flexibly according to use scope.
4) sealing and heat insulation effect are good, and heating speed is fast
It is all made of heat preservation rock at the top of brooder and side, fuel oil is equipped in next layer of construction layer and construction layer and adds
Hot device needs temperature-time short, can be rapidly reached and need temperature so construction layer reaches.
5) simultaneously as outer protective frame, securely and reliably
The support system of brooder is the components such as I-steel, is connect with structure by fixing piece, and reliable, safety, can be to apply
Work provides outer protective action.
The utility model has the characteristics that safety, is applicable in, and has good promotion and practical value, after extensive popularization and application
Good economic benefit can be generated.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the automatic climbing brooder system in extremely frigid zones building structure；
Fig. 2 be the utility model relates to hole to be provided distributed architecture schematic diagram；
The schematic cross-sectional view in the portion Fig. 3 bitmap 1A-A；
Fig. 4 be the utility model relates to floor side wall insulating layer support system structural schematic diagram；
Fig. 5 is the structural schematic diagram of construction layer top insulating layer support system and insulating layer；
Fig. 6 be the utility model relates to heater arragement construction schematic diagram；
Fig. 7 be the utility model relates to operator casting concrete structural schematic diagram；
Fig. 8 is the structural schematic diagram after the completion of construction layer construction；
Fig. 9 is the enlarged structure schematic diagram in the portion B in Fig. 8.
Appended drawing reference: 1- construction layer；2- insulating layer；3- discharging platform；4- is supported elevationally outward；5- horizontal support piece；6-
Vertical support piece；7- insulating layer is horizontally-supported；Vertical supporting in the middle part of 8-；9- hole to be provided；10- angle steel；11- built-in fitting；12- is very heavy
Top；13- aluminium beam support frame；14- formwork-support；15- concrete-pouring template；16- heater；17- operator.
Specific embodiment
To make technological means of the utility model, character of innovation, reaching purpose and effect is easy to understand, below
The present invention will be further described.
The embodiment recorded herein is the specific specific embodiment of the utility model, for illustrating the utility model
Design, be it is explanatory and illustrative, should not be construed as the limit to the utility model embodiment and the scope of the utility model
System.In addition to the embodiment recorded herein, those skilled in the art can also be public based on the claim of this application book and specification institute
For the content opened using obvious other technical solutions, these technical solutions include using doing to the embodiment recorded herein
The technical solution of any obvious substitutions and modifications out.
As shown in figs. 1 and 3, the automatic climbing brooder system in extremely frigid zones building structure, be located at 1 top of construction layer and
The periphery of three floors from construction layer 1 is several downwards, floor is equipped with heater 13, including the branch set gradually from inside to outside
Support system and insulating layer 2, insulating layer 2 are laid in support system, support system include floor side wall insulating layer support system and
Construction layer top insulating layer support system；
Floor side wall insulating layer support system includes that the outside of the three floors periphery from construction layer 1 is several downwards is arranged in
Vertical supporting 4, several support 4 was around setting in floor one week elevationally outward, and support 4 passes through fixation kit and every floor elevationally outward
Layer is fixed, and 4 outsides is supported to be equipped with outer protective frame elevationally outward, and outer protective frame and the number of support 4 elevationally outward correspond, outside
Protective frame includes the horizontal support piece 5 being fixed in support 4 elevationally outward and vertical support piece 4, several horizontal support pieces 5 are perpendicular
It is fixed in support 4 elevationally outward to uniform intervals, vertical support piece 6 is solid by horizontal support piece 5 and support 4 elevationally outward
Fixed, insulating layer 2 is laid on outside vertical support piece 6.
Construction layer top insulating layer support system includes horizontally disposed insulating layer horizontally-supported 7, insulating layer horizontally-supported 7
One end is fixed with 4 tops are supported elevationally outward, and the other end is fixed with 8 top of middle part vertical supporting being set in the middle part of building structure,
Insulating layer is laid on insulating layer horizontally-supported 7；Several middle part vertical supportings 8 surround closed hoop support stake, and middle part is vertical
Support 8 is disposed through hole to be provided 9 on floor, hole to be provided 9 having a size of 300mm*300mm, the arrangement of hole to be provided 9 as shown in Fig. 2,
It is fixed also by fixation kit and every floor, support 4 and middle part vertical supporting 8 are vertically arranged vertical branch elevationally outward
Strut, uniform intervals are equipped with fixation hole on vertical supporting bar, and jack 12 is equipped between vertical supporting bar and floor.Such as Fig. 9 institute
Show, fixation kit includes horizontally disposed angle steel 10, and angle steel 10 is fixed on floor surface by built-in fitting 11,10 end of angle steel
It is fixed by bolt and vertical supporting bar.The number of middle part vertical supporting 8 and the number of support 4 elevationally outward are adapted, very heavy
It pushes up 12 one end to fix with vertical supporting bar, the other end and angle steel 10 are fixed.Insulating layer horizontally-supported 7 is aluminium beam, circumferential support stake
Construction layer 1 between support 4 elevationally outward is equipped with aluminium beam support frame 13, and aluminium beam support frame 13 is to support made of steel pipe
Frame is equipped with formwork-support 14 between contiguous floors, for convenience of the allocation and transportation of the materials such as reinforcing bar, steel pipe, the support of floor side wall insulating layer
System top, which is stayed, sets discharging platform.Support system is equipped with opening, is open and is connected to the discharging platform 3 for being set to structural floor, material
When material transport, aluminium beam and heat preservation rock at discharging platform 3 are moved to both sides, restore again after the completion of material handling to original position
It sets.The size and location of discharging platform 3 is stayed according to Length of Reinforcement Before Being Incised to be set, with meet reinforcing bar transport for principle, 3 insulating layers 2 by
Heat preservation rock blanket is laid with, and insulating layer 2 is laid with by heat preservation rock blanket, and heat preservation rock blanket includes being located at the rock wool of internal layer and being located at
The plastic cloth of outer layer.
The construction method of automatic climbing brooder system in extremely frigid zones building structure, which is characterized in that including following step
It is rapid:
Step 1: preparing before construction: preparing construction material requested and device；
Step 2: installation vertical supporting bar: as shown in figure 4, installation supports elevationally outward in building structure construction layer periphery
4, vertical supporting 8 in the middle part of several is installed inside building structure and surrounds closed hoop support stake, and on the outside on vertical supporting 4
Outer protective frame is formed by the fixed support 4 elevationally outward of horizontal support piece 5；
Step 3: 1 template of erection construction layer: the formwork-support 14 of 1 lower part of erection construction layer, while erection construction layer 1
On concrete-pouring template 15, built-in fitting 11 and hole to be provided 9 are set in concrete-pouring template 15；
Step 4: being laid with insulating layer 2: being set up between stake and elevationally outward support 4 as shown in figure 5, being supported in closed hoop
Aluminium beam forms insulating layer horizontally-supported 7, when support 4 is more than 3500mm with 8 horizontal distance of middle part vertical supporting elevationally outward, is protecting
Warm horizontally-supported 7 lower part of layer installs aluminium beam support frame 13, is laid with heat preservation rock in insulating layer horizontally-supported 7 and outer protective frame periphery
Blanket forms insulating layer 2；
Step 5: casting concrete: as shown in fig. 6, heating brooder internal system by heater 13, heater 13 is combustion
Oil heater when temperature of concrete during construction to be achieved, pours as shown in fig. 7, carrying out concrete to construction layer 1 by operator 16
It builds, is completed to concreting, and after reaching fixing piece desired strength, angle steel 10 is installed on built-in fitting 11；
Step 6: jacking brooder system: after the completion of layer 1 to be onstructed is constructed, using jack 12 by vertical supporting bar together with
Outer protective frame is jacked to next construction layer, repeats step 3 ~ five, until winter construction terminates, so far, the utility model is high and coldly
Automatic climbing brooder system construction in area's building structure is completed.
The above is only the preferred embodiment of the present invention, is not intended to limit the utility model, all practical at this
Within novel spirit and principle, any modification, equivalent replacement, improvement and so on should be included in the guarantor of the utility model
Within the scope of shield.
Claims (8)
1. the automatic climbing brooder system in extremely frigid zones building structure, it is characterised in that: be located at construction layer (1) top and oneself
The periphery of downward several three floors of construction layer (1), the floor is equipped with heater (16), including successively sets from inside to outside
The support system and insulating layer (2) set, the insulating layer (2) are laid in support system, and the support system includes floor side
Wall insulating layer support system and construction layer top insulating layer support system；
The floor side wall insulating layer support system includes setting in the outer of the three floors periphery from construction layer (1) is several downwards
Side vertical supporting (4), support (4) was arranged around floor one week elevationally outward described in several, and the support (4) elevationally outward passes through
Fixation kit is fixed with every floor, is equipped with outer protective frame, the outer protective frame and outside on the outside of the support (4) elevationally outward
The number of vertical supporting (4) corresponds, and the outer protective frame includes being fixed on the horizontal support piece supported on (4) elevationally outward
(5) and vertical support piece (4), the vertical uniform intervals of several described horizontal support pieces (5) are fixed on support (4) elevationally outward
On, the vertical support piece (6) is fixed by horizontal support piece (5) and support (4) elevationally outward, and the insulating layer (2) is laid with
It is external in vertical support piece (6)；
The construction layer top insulating layer support system includes that horizontally disposed insulating layer is horizontally-supported (7), the insulating layer water
Flat support (7) one end is fixed with support (4) top elevationally outward, the other end and the middle part vertical supporting being set in the middle part of building structure
(8) top is fixed, and the insulating layer is laid on insulating layer horizontally-supported (7)；Several middle part vertical supportings (8) surround closure
Circumferential support stake, the middle part vertical supporting (8) are disposed through the hole to be provided (9) on floor, also by fixation kit and often
Floor is fixed, and support (4) and middle part vertical supporting (8) elevationally outward are vertically arranged vertical supporting bar, described
Uniform intervals are equipped with fixation hole on vertical supporting bar, are equipped with jack (12) between the vertical supporting bar and floor.
2. the automatic climbing brooder system in extremely frigid zones building structure as described in claim 1, it is characterised in that: described solid
Determining component includes horizontally disposed angle steel (10), and the angle steel (10) is fixed on floor surface by built-in fitting (11), described
Angle steel (10) end is fixed by bolt and vertical supporting bar.
3. the automatic climbing brooder system in extremely frigid zones building structure as described in claim 1, it is characterised in that: in described
The number of portion's vertical supporting (8) is adapted with the number of (4) is supported elevationally outward.
4. the automatic climbing brooder system in extremely frigid zones building structure as claimed in claim 2, it is characterised in that: described thousand
Jin top (12) one end is fixed with vertical supporting bar, and the other end and angle steel (10) are fixed.
5. the automatic climbing brooder system in extremely frigid zones building structure as described in claim 1, it is characterised in that: the guarantor
Warm layer horizontally-supported (7) is aluminium beam, and the construction layer (1) between the circumferential support stake and elevationally outward support (4) is equipped with aluminium
Beam support frame (13), the aluminium beam support frame (13) are the support frame made of steel pipe.
6. the automatic climbing brooder system in extremely frigid zones building structure as described in claim 1, it is characterised in that: adjacent institute
It states and is equipped with formwork-support (14) between floor.
7. the automatic climbing brooder system in extremely frigid zones building structure as described in claim 1, it is characterised in that: the branch
Support system is equipped with opening, and the opening is connected to the discharging platform (3) for being set to structural floor.
8. the automatic climbing brooder system in extremely frigid zones building structure as described in claim 1, it is characterised in that: the guarantor
Warm layer (2) is laid with by heat preservation rock blanket, and the heat preservation rock blanket includes the plastics positioned at the rock wool of internal layer and positioned at outer layer
Cloth.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820896601.9U CN208518359U (en) | 2018-06-11 | 2018-06-11 | Automatic climbing brooder system in extremely frigid zones building structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820896601.9U CN208518359U (en) | 2018-06-11 | 2018-06-11 | Automatic climbing brooder system in extremely frigid zones building structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208518359U true CN208518359U (en) | 2019-02-19 |
Family
ID=65324873
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820896601.9U Active CN208518359U (en) | 2018-06-11 | 2018-06-11 | Automatic climbing brooder system in extremely frigid zones building structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208518359U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108678400A (en) * | 2018-06-11 | 2018-10-19 | 中建局集团建设发展有限公司 | Automatic climbing brooder system in extremely frigid zones building structure and its construction method |
-
2018
- 2018-06-11 CN CN201820896601.9U patent/CN208518359U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108678400A (en) * | 2018-06-11 | 2018-10-19 | 中建局集团建设发展有限公司 | Automatic climbing brooder system in extremely frigid zones building structure and its construction method |
| CN108678400B (en) * | 2018-06-11 | 2023-12-01 | 中建一局集团建设发展有限公司 | Automatic climbing greenhouse system on building structure in alpine region and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN110421687B (en) | Assembly type hydraulic box culvert template and construction method for prefabricating assembly type box culvert | |
| WO2017219920A1 (en) | Building based on large-space structure body and freestanding type external envelope structure, and construction method | |
| CN102505708B (en) | Construction method of tunnel at oversized cross section open cut area in track traffic | |
| CN102561690A (en) | Construction method for supporting structures on two sides of post-cast strip by use of brick column | |
| CN103104091B (en) | Sliding mold whole lifting platform and construction method | |
| CN108678400A (en) | Automatic climbing brooder system in extremely frigid zones building structure and its construction method | |
| CN107882321A (en) | Diameter Silo slding form operation engineering method | |
| JP2008274637A (en) | Construction method for continuous viaduct | |
| CN110158969A (en) | A kind of construction method of low temperature environment fabricated shear wall | |
| CN208518359U (en) | Automatic climbing brooder system in extremely frigid zones building structure | |
| CN102337782B (en) | Lift system for constructing truss platform on top of tall and large space | |
| CN104675118B (en) | A kind of concreting in cold weather electrical heating process | |
| CN109235702A (en) | A kind of assembled double steel plate combined shear wall construction and its construction method with ribbing | |
| US4403460A (en) | Method of erecting an elevated tank using formwork | |
| CN101555709B (en) | Mounting process for composite insulating concrete shear wall | |
| CN206111210U (en) | Freeze proof device of long tunnel concrete in winter of cold area heat preservation | |
| CN106032704A (en) | Construction method for using concrete columns to support structures on both sides of post-pouring strip | |
| CN109653404A (en) | First fill the construction method and structural system of prefabricated big plate filled wall concrete structure | |
| CN106285004A (en) | Aluminum alloy formwork system teletostage comprehensive accumulation of heat construction technology | |
| CN210598344U (en) | Hybrid connection prefabricated prestressed concrete circular storage bin structure | |
| CN209523198U (en) | A kind of underpinning structure supporting lattice column | |
| CN111255227A (en) | Heat-insulating composite template and construction method applied to concrete in strong wind forest area | |
| CN108612121A (en) | A kind of formwork structure and its construction method of the pile framing of large area shallow waters | |
| JP2004324065A (en) | Movable curing apparatus | |
| CN207244473U (en) | Basket protection maintenance canopy integrated with beam body steam curing |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |