CN108661396A - Variable-length assembled arch storehouse - Google Patents
Variable-length assembled arch storehouse Download PDFInfo
- Publication number
- CN108661396A CN108661396A CN201810571243.9A CN201810571243A CN108661396A CN 108661396 A CN108661396 A CN 108661396A CN 201810571243 A CN201810571243 A CN 201810571243A CN 108661396 A CN108661396 A CN 108661396A
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- Prior art keywords
- arch
- warehouse
- reinforcing bar
- prefabricated board
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- 239000011150 reinforced concrete Substances 0.000 claims abstract description 25
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- 239000000203 mixture Substances 0.000 claims abstract description 4
- 230000003014 reinforcing effect Effects 0.000 claims description 61
- 230000002787 reinforcement Effects 0.000 claims description 17
- 229910000831 Steel Inorganic materials 0.000 claims description 16
- 239000010959 steel Substances 0.000 claims description 16
- 239000000463 material Substances 0.000 claims description 14
- 238000009434 installation Methods 0.000 claims description 13
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- 238000011065 in-situ storage Methods 0.000 claims description 3
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- 229910021529 ammonia Inorganic materials 0.000 claims 1
- QGZKDVFQNNGYKY-UHFFFAOYSA-N ammonia Natural products N QGZKDVFQNNGYKY-UHFFFAOYSA-N 0.000 claims 1
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- 238000007906 compression Methods 0.000 description 2
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- CZMRCDWAGMRECN-UGDNZRGBSA-N Sucrose Chemical compound O[C@H]1[C@H](O)[C@@H](CO)O[C@@]1(CO)O[C@@H]1[C@H](O)[C@@H](O)[C@H](O)[C@@H](CO)O1 CZMRCDWAGMRECN-UGDNZRGBSA-N 0.000 description 1
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H7/00—Construction or assembling of bulk storage containers employing civil engineering techniques in situ or off the site
- E04H7/22—Containers for fluent solids, e.g. silos, bunkers; Supports therefor
- E04H7/24—Constructions, with or without perforated walls, depending on the use of specified materials
- E04H7/26—Constructions, with or without perforated walls, depending on the use of specified materials mainly of concrete, e.g. reinforced concrete or other stone-like materials
- E04H7/28—Constructions, with or without perforated walls, depending on the use of specified materials mainly of concrete, e.g. reinforced concrete or other stone-like materials composed of special building elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/32—Arched structures; Vaulted structures; Folded structures
- E04B1/3205—Structures with a longitudinal horizontal axis, e.g. cylindrical or prismatic structures
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/32—Arched structures; Vaulted structures; Folded structures
- E04B2001/327—Arched structures; Vaulted structures; Folded structures comprised of a number of panels or blocs connected together forming a self-supporting structure
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/32—Arched structures; Vaulted structures; Folded structures
- E04B2001/327—Arched structures; Vaulted structures; Folded structures comprised of a number of panels or blocs connected together forming a self-supporting structure
- E04B2001/3276—Panel connection details
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A40/00—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
- Y02A40/10—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in agriculture
- Y02A40/51—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in agriculture specially adapted for storing agricultural or horticultural products
Abstract
Variable-length assembled arch storehouse, concrete arch structure are relatively specific for the larger structure of span.Domes are widely applied in roofing, and arched concrete feed bin is very big due to manufacturing difficulty, unmanned to use.Variable-length assembled arch storehouse, composition include：With top grain-entering mouth（3）The charging gate and/or（27）Warehouse（1）, the warehouse both sides carry gable board（2）, the warehouse cross section is arch, and the warehouse is by one group of arch reinforced concrete prefabricated board（4）Sequentially assembly connection forms, the warehouse connections storehouse bottom（5）, the gate for facilitating vehicle and grain machinery to pass in and out is installed on the warehouse（27）, the gate is 46 meters high, 35 meters wide, and the gable board is planar structure, may be made as curved gable board（23）.Assembly concrete arch storehouse and its method of construction of the present invention for variable-length.
Description
Technical field
The present invention relates to a kind of assembled arched concrete feed bin and its methods of construction.
Background technology
China's grain yield is huge, and traditional concrete horizontal warehouse can not bear the side of bigger due to reasons in structure, silo side wall
Pressure, at most can only 7 meters of height of loading, and cost is high, and reserves are small.Domes internal stress is mainly compression, convenient for profit
And the material of tensile property difference good with compressive property, such as concrete, thus concrete arch structure be relatively specific for span compared with
Big structure.Domes are widely applied in roofing, and arched concrete feed bin is due to manufacturing difficulty very
Greatly, almost unmanned to use.
Goal of the invention
The object of the present invention is to provide a kind of reasonable stress, Filling high up to 20 meters or more arched concrete feed bin and its build
Make method.
The object of the present invention is achieved like this：
A kind of variable-length assembled arch storehouse, composition include：Warehouse with top grain-entering mouth and/or charging gate, institute
The warehouse both sides stated carry gable board, and the warehouse cross section is arch, and the warehouse is by one group of arch armored concrete
Sequentially assembly connection forms prefabricated board, the warehouse connections storehouse bottom.
The variable-length assembled arch storehouse, the prefabricated board are integrated or split type；Described is split type
Contiguous prefabricated plate contact site has raised positioning table or hinged location structure, the positioning table or hinged location structure side
Or there is the reinforcing bar stretched out, the reinforcing bar that both sides prefabricated board stretches out to intersect for both sides, in the spatial interpolation that cross wise reinforcement is formed
There is reinforcing bar to form steel reinforcement cage, concrete is cast in the reinforcing bar cage location.
The variable-length assembled arch storehouse, contiguous prefabricated plate are connected using polyurethane foam；Or it is described pre-
There is the reinforcing bar stretched out, the reinforcing bar that adjacent both sides prefabricated board stretches out to intersect for making sheet, in the spatial interpolation that cross wise reinforcement is formed
There is reinforcing bar to form steel reinforcement cage, being cast with concrete in the reinforcing bar cage location forms reinforced column.
The variable-length assembled arch storehouse, the warehouse and the connection structure of the orlop are tied using hinged
Structure, the articulated structure both sides have the reinforcing bar stretched out, at the articulated structure and stretch out cast-in-situ concrete beam at reinforcing bar.
The variable-length assembled arch storehouse, the shape of the arch reinforced concrete prefabricated board is circular arch, ellipse
Circular arch, parabolic arch or one group of spherical crown arch, the arch prefabricated board have concrete reinforcing rib in length and breadth, the prefabricated board
There is reinforcing bar cage location connection to pour chamber, and warehouse top and/or the warehouse bottom have pull rod, the warehouse
The pull rod at top connects silo roof opposite both sides prefabricated board, and the pull rod of the warehouse bottom is embedded in storehouse in earth's surface, Huo Zhesuo
The pull rod for the warehouse bottom stated is placed in sedimentation chamber below ground.
The variable-length assembled arch storehouse, the warehouse have insulating layer, have on the outside of the insulating layer
Concrete cover, the reinforced concrete prefabricated board have incubation cavity, have dividing wall inside the warehouse, described
There is reinforcing bar preformed hole on positioning table.
The variable-length assembled arch storehouse, the orlop are the wall of reinforced concrete prefabricated board assembly, institute
The orlop stated is overhead type orlop.
The method of construction in the variable-length assembled arch storehouse：
Prefabricated arch reinforced concrete prefabricated board, gable board；
Installation prefabricated board is positioned with pedestal connecting hinge or by reinforcing bar by prefabricated board bottom end；
Raising arch reinforced concrete prefabricated board one end, opposite raising opposite side arch reinforced concrete prefabricated board one end, turns
Moving makes the two top be connected to each other；
The reinforcing bar of fixed docking location, cast-in-place concrete form reinforced beam, first arch are made；
Lower a pair of of the reinforced concrete prefabricated board of connection overarches, and connect and fix with first arch；
It sequentially assembles subsequent arch prefabricated board and connects, the connection adds cast-in-place concrete to connect using steel construction, or
It is tightly connected by expanded material in link position；
For warehouse after installation is complete, the cast-in-place warehouse makes it fix and seal with the orlop connecting portion；
Both sides gable board is installed；
It checks and seals benefit and do not keep the temperature position.
Advantageous effect：
1. domes are under vertical uniform load q, since the bearing of domes is with the presence of thrust so that curved on arch section
Moment ratio cylinder branch fine strain of millet is much smaller, and arch is enable more fully to play the effect of material, is suitable for larger span, exists at present
It is widely applied in bridge and roof system.Arch structure internal stress is mainly compression, is resisted convenient for good using compressive property
The material of poor performance, such as concrete are drawn, therefore concrete arch structure is relatively specific for the larger bulk cargo storage structures of span,
Such as the bulk bin for making grain, table sugar, coal etc., but because to manufacture difficulty very big for arched concrete feed bin, so far in city
The application of the product is not seen on field, there was only the arch covering of arch lightweight steel construction and concrete structure in the market yet.The present invention
It thoroughly solves arch feed bin using fabricated construction and rational installation method to manufacture and installation question, feed bin is enable to dissipate
It is applied on body material storing.China's grain yield is huge, traditional horizontal warehouse due to reasons in structure can only 7 meters of height of loading,
Otherwise grain lateral pressure can crush wall, the report for also often having horizontal warehouse wall to be subject to crushing in news.Arch material of the present invention
Storehouse reasonable stress, Filling high up to 20 meters or more, make grain storage cost reduction more than half, same reserves silo is than horizontal warehouse
More than half occupation of land can be saved, there is huge Social benefit and economic benefit.Prefabricated board of the present invention can be by mould standard system
It does, it is fast to manufacture speed, at low cost, quality controllable.
It, on the one hand can be with 2. the split type prefabricated board link position of the present invention has raised positioning table or hinged location structure
Installation positioning action is played, on the other hand can be played a supporting role before silo roof concrete does not pour.Positioning table tool of the present invention
There is reinforcing bar preformed hole, reinforcing bar can be facilitated to pass through.There is the reinforcing bar stretched out to intersect for positioning table both sides or side of the present invention, intersect
Place is inserted into reinforcing bar and forms steel reinforcement cage, can be more than not a node position using its intensity after being poured more than one concrete of prefabricated board
Intensity, ensure arch integral strength reach requirement.
3. in the case where intensity requirement is not high, contiguous prefabricated plate of the invention is connected using polyurethane foam, construction speed
Degree is fast；Higher in intensity requirement, prefabricated board of the invention has the reinforcing bar stretched out, what adjacent both sides prefabricated board stretched out
Reinforcing bar intersects, and has reinforcing bar to form steel reinforcement cage in the spatial interpolation that cross wise reinforcement is formed, cast-in-place in the reinforcing bar cage location
There is concrete to form reinforced column, feed bin is more stable and firm.
4. arch reinforced concrete prefabricated board monomer weight is larger, it is relatively difficult to install, prefabricated board of the present invention can be made
Split type reduction weight, while warehouse connect with orlop and uses articulated structure, can play positioning action, one end supports when installation
In orlop, it is only necessary to prefabricated board can be made to rise using the strength of half, greatly reduce installation difficulty.
5. the shape of the arch reinforced concrete prefabricated board of the present invention can change according to the variation of span, including circular arch,
Elliptic arch, parabolic arch, one group of spherical crown arch, various shapes can select different structure shapes according to the difference of material physical characteristic
Formula, while good appearance can greatly change the intrinsic image of traditional grain depot.Warehouse bottom and/or top of the present invention according to
It needs that pull rod can be arranged, resists pressure of the grain to side wall, the use of prefabricated board material is reduced, since grain is to geostatic pressure
It is huge to cause surface subsidence, pull rod that can also be placed in sedimentation chamber and be protected.
6. having thermal insulation board on the outside of the warehouse of the present invention, good effect of heat insulation, temperature is not easy to be become by temperature outside storehouse in storehouse
Changing influences, and can achieve the effect that cryopreservation, prevent grain heat damage.Insulation construction material can also use polyurethane to send out
Bubble has good air-tightness, green air-conditioning storing grain convenient to carry out after sealing.There is dividing wall, when storage object inside warehouse
When expecting that type is more, it can be divided into relatively independent region, store different materials respectively.
It 7. the reinforced concrete prefabricated board of the present invention has incubation cavity, on the one hand can mitigate prefabricated board weight, save and use
Material, on the other hand can play insulation effect.Orlop can be made into assembled wall, and feed bin height can be according to the difference of different material
Memory requirement is adjusted, in the case where the frequent turnaround speed of input and output material will seek quickness, convenient for into export, feed bin being made to reach most
Good effect.
Description of the drawings：
Attached drawing 1 is warehouse structural schematic diagram of the present invention.
Attached drawing 2 is the left view enlarged drawing of attached drawing 1.
Attached drawing 3 is the vertical view of attached drawing 1.
Attached drawing 4 is the portions a enlarged drawing of attached drawing 1.
Attached drawing 5 is the A-A enlarged drawings of attached drawing 4.
Attached drawing 6 is the portions the b enlarged drawing of attached drawing 2.
Attached drawing 7 is the portions the silo roof overlap joint c enlarged drawing of attached drawing 3.
Attached drawing 8 is the A-A schematic diagrames of attached drawing 7.
Attached drawing 9 is the B-B schematic diagrames of attached drawing 7.
Attached drawing 10 is the C-C schematic diagrames of attached drawing 7.
Attached drawing 11 is the portions the longitudinal lap joint d enlarged drawing of attached drawing 3.
Attached drawing 12 is the A-A enlarged drawings of attached drawing 11.
Attached drawing 13 is three-body type prefabricated board warehouse schematic diagram.
Attached drawing 14 is the vertical view of attached drawing 13.
Attached drawing 15 is the B-B diagrammatic cross-sections of attached drawing 13.
Attached drawing 16 is the portions the c enlarged diagram of attached drawing 15.
Attached drawing 17 is that orlop is the warehouse schematic diagram for having inside Prefabricated wall warehouse partition wall.
Attached drawing 18 is the B-B diagrammatic cross-sections of attached drawing 17.
Attached drawing 19 is the vertical view of attached drawing 17.
Attached drawing 20 is the A-A diagrammatic cross-sections of attached drawing 17.
Attached drawing 21 is the warehouse structural schematic diagram with reinforcing rib.
Attached drawing 22 is the vertical view of attached drawing 21.
Attached drawing 23 is the portions the c enlarged drawing of attached drawing 21.
Attached drawing 24 is the B-B diagrammatic cross-sections of attached drawing 21.
Attached drawing 25 is the prefabricated board partial cutaway view with reinforcing rib in length and breadth.
Attached drawing 26 is the prefabricated board partial sectional view that insulating layer is carried with reinforcing rib in length and breadth.
Attached drawing 27 is the prefabricated board partial sectional view that incubation cavity is carried with reinforcing rib in length and breadth.
Attached drawing 28 is the warehouse schematic diagram with curved-surface structure gable board.
Attached drawing 29 is draw rod positions schematic diagram.
Attached drawing 30 is the portions a enlarged drawing of attached drawing 29.
Attached drawing 31 is the position view of the pull rod with bolt tensioning.
Attached drawing 32 is the position view of the pull rod with sedimentation chamber.
Specific implementation mode：
Embodiment 1：
Variable-length assembled arch storehouse, composition include：Warehouse 1 with top grain-entering mouth 3 and/or charging gate 27, institute
The warehouse both sides stated carry gable board 2, and the warehouse cross section is arch, and the warehouse is by one group of arch armored concrete
Sequentially assembly connection forms prefabricated board 4, the warehouse connections storehouse bottom 5, is equipped on the warehouse and facilitates vehicle and grain machine
The gate 27 of tool disengaging, the gate is 4-6 meters high, 3-5 meters wide, and the gable board is planar structure, may be made as curved surface
Shape gable board 23.
Embodiment 2：
Variable-length assembled arch storehouse described in embodiment 1, for small-sized arch storehouse, one can be made in the prefabricated board
Formula facilitates installation.For large-scale arch storehouse, split type, described split type contiguous prefabricated plate can be made in the prefabricated board
There is raised positioning table 6 or hinged location structure 7, the positioning table to have reinforcing bar preformed hole 11, be convenient at tip contact position
Reinforcing bar passes through, and there is the reinforcing bar 8 stretched out, both sides prefabricated board to stretch out for the positioning table or hinged location structure side or both sides
Reinforcing bar intersect, cross wise reinforcement formed spatial interpolation have reinforcing bar 9 formed steel reinforcement cage 10, the prefabricated board steel reinforcement cage
There is connection to pour chamber 24 for position, and concrete is cast in the reinforcing bar cage location.
Embodiment 3：
Variable-length assembled arch storehouse described in embodiment 1 or 2, the contiguous prefabricated plate are connected using the foaming of polyurethane 12
It connects.Or the prefabricated board longitudinal lap joint position has the reinforcing bar 13 stretched out, the reinforcing bar that adjacent both sides prefabricated board stretches out mutual
Intersect, there is reinforcing bar 14 to form steel reinforcement cage 15 in the spatial interpolation that cross wise reinforcement is formed, be cast in the reinforcing bar cage location mixed
Solidifying soil forms reinforced column 16.
Embodiment 4：
Variable-length assembled arch storehouse described in embodiment 1 or 2 or 3, the connection structure of the warehouse and the orlop
Using articulated structure 17, when installing prefabricated board, articulated structure plays the role of positioning and shaft, has mitigated liter weight.The hinge
Binding structure both sides have the reinforcing bar stretched out, form steel reinforcement cage after staggeredly stretching out reinforcement location and being inserted into straight reinforcing bar, described is hinged
At structure and stretch out i.e. reinforcing bar cage location cast-in-situ concrete beam at reinforcing bar.
Embodiment 5：
Variable-length assembled arch storehouse described in embodiment 1 or 2 or 3 or 4, the shape of the arch reinforced concrete prefabricated board
Shape is circular arch, elliptic arch, parabolic arch or one group of spherical crown arch or combinations thereof, and the arch prefabricated board has coagulation in length and breadth
Native reinforcing rib 18, warehouse top and/or the warehouse bottom have pull rod 25.
Embodiment 6：
It is put at the top of the warehouse as needed in variable-length assembled arch storehouse described in embodiment 1 or 2 or 3 or 4 or 5
Pull rod connection silo roof opposite both sides prefabricated board 4 is set, the warehouse bottom is placed pull rod 25 and is embedded in storehouse in earth's surface, Huo Zhesuo
The pull rod for the warehouse bottom stated is placed in sedimentation chamber 26 below ground.
Embodiment 7：
Variable-length assembled arch storehouse described in embodiment 1 or 2 or 3 or 4 or 5 or 6, the warehouse have insulating layer 29,
There is concrete cover 19 on the outside of the insulating layer, there is dividing wall 20 inside the warehouse.
Embodiment 8：
Variable-length assembled arch storehouse described in embodiment 1 or 2 or 3 or 4 or 5 or 6 or 7, the armored concrete are prefabricated
It is the wall 22 of reinforced concrete prefabricated board assembly that plate, which has incubation cavity 21, the orlop,.
Embodiment 9：
Variable-length assembled arch storehouse described in embodiment 1 or 2 or 3 or 4 or 5 or 6 or 7 or 8, when feed bin turnover is frequent
Orlop can be made to overhead type orlop 28, be convenient for grain export.
Embodiment 10：
A kind of method of construction in the variable-length assembled arch storehouse described in embodiment 1 or 2 or 3 or 4 or 5 or 6 or 7 or 8 or 9,
The prefabricated arch reinforced concrete prefabricated board 4, gable board 2, installation method are：
Prefabricated board 4 and pedestal are articulated and connected or positioned 4 bottom end of prefabricated board by reinforcing bar；
Raising arch reinforced concrete prefabricated board one end, opposite raising opposite side arch reinforced concrete prefabricated board one end, turns
Moving makes the two top be connected to each other；
The reinforcing bar of fixed docking location, cast-in-place concrete form reinforced beam, first arch are made；
Lower a pair of of the reinforced concrete prefabricated board of connection overarches, and connect and fix with first arch；
It sequentially assembles subsequent arch prefabricated board and connects, the connection adds cast-in-place concrete to connect using steel construction, or
It is tightly connected by expanded material in link position；
For warehouse after installation is complete, the cast-in-place warehouse makes it fix and seal with the orlop connecting portion；
Both sides gable board is installed；
It checks and seals benefit and do not keep the temperature position.
Embodiment 11：
Above-mentioned variable-length assembled arch storehouse, the articulated connection of prefabricated board 4 and pedestal be bar connecting, steel structure column it is hinged,
Ball-joint or tangent connection, for warehouse after installation is complete, connection structure position is cast-in-place to fix at the warehouse connections storehouse bottom simultaneously
Sealing.
Claims (8)
1. a kind of variable-length assembled arch storehouse, composition include：Warehouse with top grain-entering mouth and/or charging gate,
The warehouse both sides carry gable board, it is characterized in that：The warehouse cross section is arch, and the warehouse is by one group of arch
Sequentially assembly connection forms reinforced concrete prefabricated board, the warehouse connections storehouse bottom.
2. variable-length assembled arch storehouse according to claim 1, it is characterized in that：The prefabricated board be integrated or
It is split type；The split type contiguous prefabricated plate contact site has raised positioning table or hinged location structure, the positioning
There is the reinforcing bar stretched out, the reinforcing bar that both sides prefabricated board stretches out to intersect, hand over for platform or hinged location structure side or both sides
The spatial interpolation that fork reinforcing bar is formed has reinforcing bar to form steel reinforcement cage, and concrete is cast in the reinforcing bar cage location.
3. variable-length assembled arch storehouse according to claim 1 or 2, it is characterized in that：Contiguous prefabricated plate uses poly- ammonia
Ester foaming connects；Or there is the prefabricated board reinforcing bar stretched out, the reinforcing bar that adjacent both sides prefabricated board stretches out to intersect,
The spatial interpolation that cross wise reinforcement is formed has reinforcing bar to form steel reinforcement cage, and being cast with concrete in the reinforcing bar cage location forms reinforcing bar
Concrete column.
4. variable-length assembled arch storehouse according to claim 1 or 2 or 3, it is characterized in that：The warehouse with it is described
Orlop connection structure use articulated structure, the articulated structure both sides have stretch out reinforcing bar, the articulated structure
Cast-in-situ concrete beam at place and stretching reinforcing bar.
5. the variable-length assembled arch storehouse according to claims 1 or 2 or 3 or 4, it is characterized in that：The arch steel
The shape of reinforced concrete prefabricated board includes circular arch, elliptic arch, parabolic arch, one group of spherical crown arch, and the arch prefabricated board has
Concrete reinforcing rib in length and breadth, the prefabricated board reinforcing bar cage location, which has to connect, pours chamber, at the top of the warehouse and/or described
Warehouse bottom there is pull rod, the pull rod at the top of the warehouse connects silo roof opposite both sides prefabricated board, the warehouse bottom
Pull rod be embedded in storehouse in earth's surface or the pull rod of the warehouse bottom is placed in sedimentation chamber below ground.
6. the variable-length assembled arch storehouse according to claims 1 or 2 or 3 or 4 or 5, it is characterized in that：The storehouse
Body has insulating layer, and there is concrete cover, the reinforced concrete prefabricated board to have heat preservation on the outside of the insulating layer
Chamber, warehouse inside have dividing wall, have reinforcing bar preformed hole on the positioning table.
7. the variable-length assembled arch storehouse according to claims 1 or 2 or 3 or 4 or 5 or 6, it is characterized in that：Described
Orlop is the wall of reinforced concrete prefabricated board assembly, and the orlop is overhead type orlop.
8. the method for construction in the variable-length assembled arch storehouse described in a kind of one of claim 1-7, it is characterized in that：
Prefabricated arch reinforced concrete prefabricated board, gable board；
Installation prefabricated board is positioned with pedestal connecting hinge or by reinforcing bar by prefabricated board bottom end；
Raising arch reinforced concrete prefabricated board one end, opposite raising opposite side arch reinforced concrete prefabricated board one end, turns
Moving makes the two top be connected to each other；
The reinforcing bar of fixed docking location, cast-in-place concrete form reinforced beam, first arch are made；
Lower a pair of of the reinforced concrete prefabricated board of connection overarches, and connect and fix with first arch；
It sequentially assembles subsequent arch prefabricated board and connects, the connection adds cast-in-place concrete to connect using steel construction, or
It is tightly connected by expanded material in link position；
For warehouse after installation is complete, the cast-in-place warehouse makes it fix and seal with the orlop connecting portion；
Both sides gable board is installed；
It checks and seals benefit and do not keep the temperature position.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810571243.9A CN108661396A (en) | 2018-06-06 | 2018-06-06 | Variable-length assembled arch storehouse |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810571243.9A CN108661396A (en) | 2018-06-06 | 2018-06-06 | Variable-length assembled arch storehouse |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108661396A true CN108661396A (en) | 2018-10-16 |
Family
ID=63775182
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810571243.9A Pending CN108661396A (en) | 2018-06-06 | 2018-06-06 | Variable-length assembled arch storehouse |
Country Status (1)
| Country | Link |
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| CN (1) | CN108661396A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
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| CN114197934A (en) * | 2021-12-21 | 2022-03-18 | 河南工业大学 | Assembled energy-saving horizontal warehouse |
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