CN103461146B - Building method of Tibetan sheep roadway house - Google Patents
Building method of Tibetan sheep roadway house Download PDFInfo
- Publication number
- CN103461146B CN103461146B CN201310433986.7A CN201310433986A CN103461146B CN 103461146 B CN103461146 B CN 103461146B CN 201310433986 A CN201310433986 A CN 201310433986A CN 103461146 B CN103461146 B CN 103461146B
- Authority
- CN
- China
- Prior art keywords
- tunnel
- laneways
- barn
- hiving
- fence
- 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.)
- Expired - Fee Related
Links
Classifications
-
- 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
- Y02P—CLIMATE CHANGE MITIGATION TECHNOLOGIES IN THE PRODUCTION OR PROCESSING OF GOODS
- Y02P60/00—Technologies relating to agriculture, livestock or agroalimentary industries
- Y02P60/50—Livestock or poultry management
- Y02P60/52—Livestock or poultry management use of renewable energies
Landscapes
- Housing For Livestock And Birds (AREA)
Abstract
The invention discloses a specified and practical building method of a Tibetan sheep roadway house. The building method of the Tibetan sheep roadway house has the advantages that through the specification on the building place selection and the layout of the roadway house, a high-terrain sunny and leeward place with smooth and flat ground is selected as a building address of the roadway house, the snow accumulation and the strong wind direct blowing can be prevented, the direction of an immunity desinsectization roadway is the southern and northern direction or is the direction with an included angle greater than 45 degrees with the east and west direction, and the direct sun illumination on sheep or workers during each work operation on the sheep can be prevented; the preferably solving scheme is provided for the ground treatment of the roadway house, the environment protection problems of water accumulation, excrement and urine accumulation and the like and the problem of influence on the work are solved; after the specification on the building procedure of the roadway house, better connection of the built roadway house can be realized, and in addition, the consistency with the original design intention of the roadway house is realized; meanwhile, the roadway house is subjected to rust-proof treatment, and the service life of the roadway house can be prolonged. The specified and practical building method of the Tibetan sheep is suitable for being popularized and applied in the field of livestock feeding.
Description
Technical field
The present invention relates to livestock cultivation field, be specifically related to a kind of construction method of tibetan sheep barn with laneways.
Background technology
It is main that China sheep cultivates to raise scattered, and feeding and management is extensive, and cultural technique content is low, breeding facility weakness, initial stage transition in tradition cultivation to Modern Animal Husbandry cultivation.On sheep breeding facility, the professional who is engaged in facility research and design, construction does not almost have, and existing Facilities Construction also mainly concentrates in the infrastructure such as grassland fencing, livestock shed, storage thatched cottage.In recent years; although livestock technology worker has researched and developed, some are new; there is more powerful sheep barn with laneways; also be only that structure, part auxiliary equipment to barn with laneways carried out correlative study; but the specification of key facility and size are very chaotic; the building of the barn with laneways such as the welding of the design of barn with laneways, addressing, material selection, land disposal, parts and installation there is no a set of relative specification, ripe construction method, causes the barn with laneways of building to have in the use very many defects.
At present, although there are various barn with laneways, but there is no corresponding construction method or specification, there is no professional workmen yet, common workmen does not understand sheep biological habit simultaneously, the relevant knowledge of not understanding sheep cultivation and producing, do not understand the particularity of Regional Sustainable Development of The Qinghai tibet Plateau, only according to design drawing, cannot build out the barn with laneways of expection, particularly ignore some crucial details, cause some function of barn with laneways normally to use.Generally speaking, the problem main manifestations that existing sheep barn with laneways is built existence is in the following areas:
(1) addressing is unreasonable, the easy ponding in position of building, direct sunlight sheep and operating personnel when work, cold season (pastoral area, the plateau cold season time is May in November to next year) accumulated snow, strong wind directly blows, apart from water source and electricity distant, have inconvenient traffic even.
(2) land disposal, workmen does not understand plateau climate, construction experience deficiency, cement flooring endure cold after differential expansion break, impact use; Meanwhile, to the abundant region of rainfall, any processing is not done on ground, and barn with laneways is muddy in rainy season, and contamination is unfavorable for that environmental protection and sheep are only healthy, also affects work.
(3) build program or erection sequence is unreasonable, because workmen is not professional, do not know which is the core key position that determines barn with laneways structure, what does not know first to repair, what is repaiied again, also do not know the program of building, the result causing is that the barn with laneways of building is connected bad or differs larger with the design original intention of barn with laneways.
(4) existing barn with laneways build nearly all operation element all in the wild scene carry out, be subject to the impact of electricity, water source, traffic, plateau climate condition, construction equipment etc., cause each parts welded and installed lack of standardization, constructional difficulties, builds of poor quality; Meanwhile, the duration is also often subject to the impact of plateau special climate condition.
(5) material selection is unreasonable, easily gets rusty in field, and with the too thick consumptive material consumption of material steel pipe money, or the even deformation effect that is not too carefully durable uses.
(6) size, the specification of building are unclear, make the spacing of various fence steel pipes, the height of fence, width, span length, length, the steel pipe spacing of making various doors, the sizes of the each part in adjustable-width tunnel etc., all do not have corresponding parameter at present, the barn with laneways of building is out more chaotic, and impact is used.
Summary of the invention
Technical problem to be solved by this invention is to provide the construction method of a kind of specification, practical tibetan sheep barn with laneways.
The present invention solves the problems of the technologies described above adopted technical scheme: the construction method of this tibetan sheep barn with laneways, comprises the following steps:
A, determine barn with laneways design according to customer demand: comprise and hold circle, drive bell-mouthed shape, size, hold the upper flush door structure size arranging of circle, surround and hold circle, drive bell-mouthed fence structure size, be arranged on the flush door structure size on immune expelling parasite tunnel, surround the fence structure size in immune expelling parasite tunnel, be arranged on the flush door structure size of hiving off on tunnel, surround the fence structure size in the tunnel of hiving off, hive off door physical dimension, be arranged on the weighing platform physical dimension in the exit, tunnel of hiving off, be arranged on the overhung door physical dimension of hiving off on tunnel, be connected to the packaged type boarding platform physical dimension on immune expelling parasite tunnel,
B, select the layout type of building address and barn with laneways of barn with laneways: select high-land, the place of leeward, Land leveling is as the address of building of barn with laneways on the sunny side, the direction in immune expelling parasite tunnel is south-north direction or is greater than 45 degree with the angle of east-west direction;
C, according to design definite in steps A, respectively processing and fabricating is with lower component: hold the upper vertical hinged door arranging of circle, surround and hold circle, drive bell-mouthed fence, be arranged on the vertical hinged door on immune expelling parasite tunnel, surround the fence in immune expelling parasite tunnel, be arranged on the vertical hinged door hiving off on tunnel, surround the fence in the tunnel of hiving off, the door that hives off, is arranged on the overhung door hiving off on tunnel, is connected to the packaged type boarding platform on immune expelling parasite tunnel;
D, according to barn with laneways layout type definite in barn with laneways design definite in steps A and step B, in step B, building of definite barn with laneways carried out unwrapping wire mark on address;
E, the ground of building barn with laneways is processed, drive the region of horn mouth, the tunnel of hiving off, immune expelling parasite tunnel, weighing platform need to carry out hardened ground processing according to the unwrapping wire mark in step D to installing, concrete processing mode is: first, cut out frozen soil layer, then backfill sandstone, to after sandstone compacting, drive the region of horn mouth, the tunnel of hiving off, immune expelling parasite tunnel, weighing platform to harden with cement to installing, in cure process, carry out pre-buried according to the design of barn with laneways to all columns of barn with laneways;
F, each parts to barn with laneways are installed, the erection sequence of each parts is as follows: first, to form and drive bell-mouthed fence, surround the fence in the tunnel of hiving off, the fence that surrounds immune expelling parasite tunnel is fixed on corresponding column and is formed and drive horn mouth by connecting clamp, the tunnel of hiving off, immunity expelling parasite tunnel, and weighing platform is arranged on to the exit in the tunnel of hiving off, then be fixed on corresponding column and form and hold circle by connecting clamp surrounding the fence that holds circle, and the various doors described in step C are fixed on corresponding column by connecting clamp according to the barn with laneways design described in steps A.
Further, in step B, described in build barn with laneways ground be the inclined-plane tilting, described inclined-plane holds circle one side from tunnel one side direction and tilts from high to low, the gradient on inclined-plane is no more than 10 degree.
Further, in steps A, determine to hold and enclose size employing method as described below, take up an area 0.40-0.45 square metre according to average every sheep, and be multiplied by the definite size of holding circle of quantity of sheep.
Further, in step C, after all parts is machined, first spray one deck antirust paint on all parts surface, and then spray one deck aluminium paint.
Be further, in step e, as described below to the concrete grammar that need to carry out hardened ground processing in the region of driving horn mouth, the tunnel of hiving off, immune expelling parasite tunnel, weighing platform is installed: cut out frozen soil layer, the width digging is to take target area as benchmark, respectively extends 40cm to both sides; The degree of depth of digging, if frozen soil layer exceedes 1.2 meters, cuts out then backfill sandstone of 1.2 meters of frozen soil layers; If frozen soil layer is no more than 0.6 meter, all the other are sandstone, cut out 0.6 meter of frozen soil layer, then 0.6 meter, backfill sandstone.
Be further, in step e, will after sandstone compacting, drive the region of horn mouth, the tunnel of hiving off, immune expelling parasite tunnel, weighing platform to harden with cement to installing, the thickness of sclerosis is 20cm, the width of hardening region is to take target area as benchmark, respectively extends 15cm to both sides.
Further, in step e, when annual rainfall is more than 600mm, and soil layer exceedes 0.6 meter, processes holding the face of enclosing the land, and concrete processing mode is as follows: cut out 0.6 meter of soil layer, 0.3 meter, backfill rough sand stone, then 0.3 meter of backfill thin river sand.
Further, after step F, also comprise step G, after installing by all parts, then at all parts surface spray one deck antirust paint and aluminium paint.
Further, on described column, be provided with spherical pipe cap.
Further, described in, hold the upper vertical hinged door arranging of circle, surround hold circle, drive bell-mouthed fence, be arranged on vertical hinged door on immune expelling parasite tunnel, surround immune expelling parasite tunnel fence, be arranged on the vertical hinged door, the fence that surrounds the tunnel of hiving off that hive off on tunnel, hive off, be arranged on the overhung door hiving off on tunnel, the packaged type boarding platform being connected on immune expelling parasite tunnel all adopts hot-galvanized steel structural member to be made.
Beneficial effect of the present invention: ground point selection and layout that the present invention builds tibetan sheep barn with laneways have been carried out specification, select high-land, the place of leeward, Land leveling is as the address of building of barn with laneways on the sunny side, can prevent that accumulated snow and strong wind from directly blowing, the direction in immunity expelling parasite tunnel is south-north direction or is greater than 45 degree with the angle of east-west direction, can prevent direct sunlight sheep or staff in the time sheep being carried out to work in every operation; The land disposal of barn with laneways is proposed to preferably solution, solved the environmental issue such as ponding, stercoroma urine and affected work problem; The program of building of barn with laneways has been carried out to specification, and the barn with laneways that guarantee is built can be connected preferably and be consistent with the design original intention of barn with laneways; Meanwhile, barn with laneways is carried out to antirust processing, can extend the service life of barn with laneways.
Brief description of the drawings
Fig. 1 is barn with laneways design planar structure schematic diagram of the present invention;
Fig. 2 is the upper flush door structure schematic diagram arranging of circle that holds of the present invention;
Fig. 3 is that of the present invention surrounding held circle, driven bell-mouthed fence structure schematic diagram;
Fig. 4 is the flush door structure schematic diagram being arranged on immune expelling parasite tunnel of the present invention;
Fig. 5 is the fence structure schematic diagram that surrounds immune expelling parasite tunnel of the present invention;
Fig. 6 is the flush door structure schematic diagram hiving off on tunnel that is arranged on of the present invention;
Fig. 7 is the fence structure schematic diagram that surrounds the tunnel of hiving off of the present invention;
Fig. 8 is adjustable-width tunnel structure schematic diagram of the present invention;
Fig. 9 is the door schematic diagram that hives off of the present invention;
Figure 10 is the overhung door structural representation hiving off on tunnel that is arranged on of the present invention;
Figure 11 is the packaged type boarding platform structural representation being connected on immune expelling parasite tunnel of the present invention;
Description of symbols in figure: hold circle 1, hold the upper vertical hinged door 2 arranging of circle, surround and hold circle, drive bell-mouthed fence 3, be arranged on the vertical hinged door 4 on immune expelling parasite tunnel, surround the fence 5 in immune expelling parasite tunnel, be arranged on the vertical hinged door 6 hiving off on tunnel, surround the fence 7 in the tunnel of hiving off, door 8 hives off, be arranged on the weighing platform 9 in the exit, tunnel of hiving off, be arranged on the overhung door 10 hiving off on tunnel, the first column 101, the second column 102, the 3rd column 103, the 4th column 104, the first cross bar 105, the second cross bar 106, the 3rd cross bar 107, the 4th cross bar 108, the 5th cross bar 109, slide bar 110, the first zanjon bearing 111, connecting rod 112, the second zanjon bearing 113, connecting clamp 114, protection cross bar 115, be connected to the packaged type boarding platform 11 on immune expelling parasite tunnel.
Embodiment
Below in conjunction with accompanying drawing, the specific embodiment of the present invention is further described.
The construction method of this tibetan sheep barn with laneways, comprises the following steps:
A, determine barn with laneways design according to customer demand, as shown in Figure 1, specifically comprise and hold circle 1, drive bell-mouthed shape, size, hold upper vertical hinged door 2 physical dimensions that arrange of circle, surround and hold circle, drive bell-mouthed fence 3 physical dimensions, be arranged on vertical hinged door 4 physical dimensions on immune expelling parasite tunnel, surround fence 5 physical dimensions in immune expelling parasite tunnel, be arranged on vertical hinged door 6 physical dimensions of hiving off on tunnel, surround fence 7 physical dimensions in the tunnel of hiving off, door 8 the physical dimension of hiving off, be arranged on weighing platform 9 physical dimensions in the exit, tunnel of hiving off, be arranged on overhung door 10 physical dimensions of hiving off on tunnel, be connected to packaged type boarding platform 11 physical dimensions on immune expelling parasite tunnel,
B, select the layout type of building address and barn with laneways of barn with laneways: select high-land, the place of leeward, Land leveling is as the address of building of barn with laneways on the sunny side, can prevent that accumulated snow and strong wind from directly blowing, the direction in immunity expelling parasite tunnel is south-north direction or is greater than 45 degree with the angle of east-west direction, can prevent direct sunlight sheep or staff in the time sheep being carried out to work in every operation;
C, according to design definite in steps A, respectively processing and fabricating is with lower component: hold the upper vertical hinged door 2 arranging of circle, surround and hold circle, drive bell-mouthed fence 3, be arranged on the vertical hinged door 4 on immune expelling parasite tunnel, surround the fence 5 in immune expelling parasite tunnel, be arranged on the vertical hinged door 6 hiving off on tunnel, surround the fence 7 in the tunnel of hiving off, hive off door 8, be arranged on the overhung door 10 hiving off on tunnel, be connected to the packaged type boarding platform 11 on immune expelling parasite tunnel;
D, according to barn with laneways layout type definite in barn with laneways design definite in steps A and step B, in step B, building of definite barn with laneways carried out unwrapping wire mark on address;
E, the ground of building barn with laneways is processed, drive horn mouth according to the unwrapping wire mark in step D to installing, the tunnel of hiving off, immunity expelling parasite tunnel, hardened ground processing need to be carried out in the region of weighing platform, concrete processing mode is: first, cut out frozen soil layer, then backfill sandstone, to after sandstone compacting, drive horn mouth with cement to installing, the tunnel of hiving off, immunity expelling parasite tunnel, harden in the region of weighing platform, in cure process, carry out pre-buried according to the design of barn with laneways to all columns of barn with laneways, solve ponding, environmental issues such as stercoroma urine and affect work problem,
F, each parts to barn with laneways are installed, the erection sequence of each parts is as follows: first, to form and drive bell-mouthed fence 3, surround the fence 7 in the tunnel of hiving off, the fence 5 that surrounds immune expelling parasite tunnel is fixed on corresponding column and is formed and drive horn mouth by connecting clamp, the tunnel of hiving off, immunity expelling parasite tunnel, and weighing platform 9 is arranged on to the exit in the tunnel of hiving off, then be fixed on corresponding column and form and hold circle by connecting clamp surrounding the fence 3 that holds circle, and the various doors described in step C are fixed on corresponding column by connecting clamp according to the barn with laneways design described in steps A, can ensure that the barn with laneways of building can be connected preferably and consistent with the design original intention of barn with laneways,
Ground point selection and layout that the present invention builds tibetan sheep barn with laneways have been carried out specification, select high-land, the place of leeward, Land leveling is as the address of building of barn with laneways on the sunny side, can prevent that accumulated snow and strong wind from directly blowing, the direction in immunity expelling parasite tunnel is south-north direction or is greater than 45 degree with the angle of east-west direction, can prevent direct sunlight sheep or staff in the time sheep being carried out to work in every operation; The land disposal of barn with laneways is proposed to preferably solution, solved the environmental issue such as ponding, stercoroma urine and affected work problem; The program of building of barn with laneways has been carried out to specification, and the barn with laneways that guarantee is built can be connected preferably and be consistent with the design original intention of barn with laneways.
In step B, the described ground of building barn with laneways should be chosen as the inclined-plane of inclination, described inclined-plane holds circle one side from tunnel one side direction and tilts from high to low, inclined plane requires not ponding, the gradient on inclined-plane is no more than 10 degree, on rainy day, rainwater flows away along inclined-plane, can prevent barn with laneways internal water accumulation.
The described size of holding circle can arbitrarily be determined, but build cost in order to save, the described size of holding circle is suitable, should meet user demand, can not waste again material, therefore, as preferred mode be: in steps A, determine that holding circle size adopts method as described below, take up an area 0.40-0.45 square metre according to average every sheep, and be multiplied by the definite size of holding circle of quantity of sheep.
In order to extend the service life of barn with laneways, in step C, after all parts is machined, first spray one deck antirust paint on all parts surface, and then spray one deck aluminium paint, barn with laneways is carried out to antirust processing.
Be further, in step e, as described below to the concrete grammar that need to carry out hardened ground processing in the region of driving horn mouth, the tunnel of hiving off, immune expelling parasite tunnel, weighing platform is installed: cut out frozen soil layer, the width digging is to take target area as benchmark, respectively extends 40cm to both sides; The degree of depth of digging, if frozen soil layer exceedes 1.2 meters, cuts out then backfill sandstone of 1.2 meters of frozen soil layers; If frozen soil layer is no more than 0.6 meter, all the other are sandstone, cut out 0.6 meter of frozen soil layer, and then 0.6 meter, backfill sandstone there will not be differential expansion to break after can making the ground of last sclerosis endure cold by this operation, can not affect use.
Be further, in step e, to after sandstone compacting, drive the region of horn mouth, the tunnel of hiving off, immune expelling parasite tunnel, weighing platform to harden with cement to installing, the thickness of sclerosis is 20cm, and the width of hardening region is to take target area as benchmark, respectively extends 15cm to both sides, can further ensure to there will not be differential expansion to break after enduring cold in ground, barn with laneways can normally be used, and cement flooring is coarse cement flooring simultaneously, plays anti-skidding effect.
In step e, when annual rainfall is more than 600mm, and soil layer exceedes 0.6 meter, processes holding the face of enclosing the land, and concrete processing mode is as follows: cut out 0.6 meter of soil layer, 0.3 meter, backfill rough sand stone, then 0.3 meter of backfill thin river sand.To the abundant region of rainfall, ground is adopted to above-mentioned processing, can avoid barn with laneways muddy in rainy season, contamination, is conducive to environmental protection and sheep only healthy, can not impact work.
Because all parts is in the situation that there will be to fall unavoidably paint in installation process, therefore, in order further to extend the service life of barn with laneways, after step F, also comprise step G, after installing by all parts, then at all parts surface spray one deck antirust paint and aluminium paint, ensure that rust-proof effect reaches best.
For fear of rainy day rainwater enter the service life that in column, column causes corrosion impact column, on described column, be provided with spherical pipe cap, can effectively avoid rainwater to enter in the cavity of column.
Produce for the ease of batch production, increase work efficiency, greatly reduce plateau field work amount and working strength, the material that the present invention proposes the each parts of barn with laneways is selected and preferably specification, size and size of each parts.
Wherein, hold upper vertical hinged door 2 structures that arrange of circle as shown in Figure 2, wherein hot galvanized steel pipe DN32 × 2mm for the cross bar of vertical hinged door, hot galvanized steel pipe DN45 × 3mm for post, antirust chain, chain fixation clamp is made of hot-dip galvanizing sheet steel, more than steel plate thickness 1cm, 2 meters or 3 meters of gate-widths, vertical hinged door is 108.4cm from level ground to the distance of the cross bar in the top, be 10cm from level ground to the clear height of first overhead nearest cross bar, clear height between first cross bar and second cross bar is 12cm, clear height between three cross bars of second cross bar to the is 12cm, clear height between four cross bars of the 3rd cross bar to the is 12cm, clear height between five cross bars of the 4th cross bar to the is 15cm, the 5th cross bar is 15cm to the clear height between six roots of sensation cross bar, clear height between seven cross bars of six roots of sensation cross bar to the is 20cm, post height is 120cm, post top adds a spherical pipe cap, prevent that sleet from entering.
Surround the structure holding circle, drive horn mouth fence 3 as shown in Figure 3, wherein surround the cross bar hot galvanized steel pipe DN32 × 2mm that holds circle, drives horn mouth fence, hot galvanized steel pipe DN45 for post × 3mm makes, every section of fence is wide 2 meters or 3 meters, in the middle of the fence of 3 meters of specifications, add a galvanized steel lath, strengthen the steadiness of fence, be connected sealing fence and determine according to breach developed width.Fence is 108.4cm from level ground to the distance of the cross bar in the top, be 10cm from level ground to the clear height of first overhead nearest cross bar, clear height between first cross bar and second cross bar is 12cm, clear height between three cross bars of second cross bar to the is 12cm, clear height between four cross bars of the 3rd cross bar to the is 12cm, clear height between five cross bars of the 4th cross bar to the is 15cm, the 5th cross bar is 15cm to the clear height between six roots of sensation cross bar, clear height between seven cross bars of six roots of sensation cross bar to the is 20cm, post height is 120cm, post top adds a spherical pipe cap, prevent that sleet from entering.
Be arranged on vertical hinged door 4 structures on immune expelling parasite tunnel as shown in Figure 4, the montant that is wherein arranged on the vertical hinged door on immune expelling parasite tunnel adopts hot galvanized steel pipe DN32 × 2mm, cross bar also adopts hot galvanized steel pipe DN32 × 2mm, gate-width 60cm, montant spacing 11cm, both sides montant exceeds a cross bar 10cm topmost, and add a spherical pipe cap, prevent that sleet from entering, vertical hinged door is 108.4cm from level ground to the height of the cross bar in the top, be 5cm from level ground to the clear height of first overhead nearest cross bar, clear height between first cross bar to the second cross bar is 97cm.
Surround immune expelling parasite tunnel fence 5 structure as shown in Figure 5, wherein surround the cross bar hot galvanized steel pipe DN32 × 2mm of immune expelling parasite tunnel fence, hot galvanized steel pipe DN45 for post × 3mm makes, every section of fence is wide 2 meters or 3 meters, in the middle of the fence of 3 meters of specifications, add a galvanized steel lath, strengthen the steadiness of fence, be 108.4cm from level ground to the distance of the cross bar in the top, be 10cm from level ground to the clear height of first overhead nearest cross bar, clear height between first cross bar and second cross bar is 12cm, clear height between three cross bars of second cross bar to the is 12cm, clear height between four cross bars of the 3rd cross bar to the is 12cm, clear height between five cross bars of the 4th cross bar to the is 15cm, the 5th cross bar is 15cm to the clear height between six roots of sensation cross bar, clear height between seven cross bars of six roots of sensation cross bar to the is 20cm, post height is 120cm, post top adds a spherical pipe cap, prevent that sleet from entering, between six roots of sensation cross bar and the 7th cross bar, add a galvanized sheet metal that 2mm is thick, and seal cross bar, when installation, the one side that sheet metal seals cross bar is arranged on inner side, tunnel, immunity expelling parasite span length is 60cm.
Be arranged on vertical hinged door 6 structures of hiving off on tunnel as shown in Figure 6, three cross bars and two montants that are wherein arranged on the vertical hinged door hiving off on tunnel all use hot galvanized steel pipe DN32 × 2mm to make, hive off 2 meters of gate-widths of every fan, both sides montant exceeds a cross bar 10cm topmost, and add a spherical pipe cap, prevent that sleet from entering, be 108.4cm from level ground to the height of the cross bar in the top, be 4.8cm from level ground to the clear height of first overhead nearest cross bar, clear height between first cross bar to the second cross bar is 47cm, clear height between three cross bars of second cross bar to the is 47cm.Whole door seals and seals cross bar and montant with the thick hot dip galvanizing sheet iron of 2mm, and when installation, the one side that sheet metal seals cross bar and montant is arranged on inner side, and one jiao of door is stayed quadrant v notch v, for chain and chain fixation clamp are installed.
Surround the tunnel of hiving off fence 7 structure as shown in Figure 7, three cross bars and two posts that wherein surround the tunnel fence that hives off all use hot galvanized steel pipe DN32 × 2mm to make, the every section of tunnel fence that hives off is wide 2 meters, post height is 120cm, on post, add a spherical pipe cap, rain and snow enters column, be 108.4cm from level ground to the height of the cross bar in the top, be 4.8cm from level ground to the clear height of first overhead nearest cross bar, clear height between first cross bar to the second cross bar is 47cm, clear height between three cross bars of second cross bar to the is 47cm, whole fence seals with the thick hot dip galvanizing sheet iron of 2mm, and seal cross bar and montant, when installation, the one side that sheet metal seals cross bar and montant is arranged on inner side, four jiaos of fence are stayed quadrant v notch v, the tunnel vertical hinged door chain that is used for hiving off passes, the width 60cm in tunnel hives off.In order to ensure that sheep can one one passes through, the wherein one end in the described tunnel of hiving off is adjustable-width tunnel, as shown in Figure 8, described adjustable-width tunnel comprises post, fixed head, portable plate, triangle baffle plate and width adjustor, fixed head, portable plate and triangle baffle plate are made up of the hot dip galvanizing sheet iron of thick 2mm, post is by the hot galvanized steel pipe of DN32 × 2mm, width adjustor is that 1cm is thick, flat of the galvanized steel of wide 3cm, long 4 meters of adjustable-width tunnel, height 108.4cm, width can change between 30-60cm, long 4 meters of fixed head, wide 38.4cm; 4 meters of the length of sides on portable plate, 3.4 meters of the lower length of sides, wide is 70cm; Triangle baffle plate vertical angle length of side 70cm, the horizontal right angle length of side is 60cm, and the angle of the vertical arm of angle of triangle baffle plate and hypotenuse can change between 30-45 degree, and the distance of corresponding horizontal right-angle side is variation thereupon also.
Hive off door 8 structure as shown in Figure 9, and the physical dimension of the door that wherein hives off is with to hold the upper flush door structure size arranging of circle similar, and difference is: width be 100cm; Antirust chain is arranged on post, and on a vertical post therein, operating handle is installed.
Be arranged on overhung door 10 structures of hiving off on tunnel as shown in figure 10, comprise rectangular frame, in described rectangular frame, be provided with doorframe, described rectangular frame comprises the first column 101, the second column 102, the 3rd column 103, the 4th column 104, described the first column 101 is connected by the first cross bar 105 with the top of the second column 102, described the 3rd column 103 is connected by the second cross bar 106 with the top of the 4th column 104, the left end of described the first cross bar 105 is connected by the 3rd cross bar 107 with the left end of the second cross bar 106, the right-hand member of described the first cross bar 105 is connected by the 4th cross bar 108 with the right-hand member of the second cross bar 106, also comprise the 5th cross bar 109, the left end of described the 5th cross bar 109 is fixed on the 3rd cross bar 107, the right-hand member of the 5th cross bar 109 is fixed on the 4th cross bar 108, described doorframe is connected with the 5th cross bar 109 by suspended structure, described suspended structure comprises and is arranged on the first conduit of the 5th cross bar 109 upper surfaces and is arranged on the slide bar 110 of doorframe top, the groove surface of the first conduit upwards and in the first conduit, be provided with the first zanjon bearing 111, the two ends of described slide bar 110 are fixed on respectively the top of doorframe by extending connecting rod 112, described litter 110 is accessible slip district with the region that doorframe top surrounds, the lower surface of described slide bar 110 is provided with the second conduit, the groove surface of the second conduit downwards and in the second conduit, be provided with the second zanjon bearing 113, described the first zanjon bearing 111 is fixed on slide bar 110 left ends by connecting clamp 114, the second zanjon bearing 113 is fixed on the right-hand member of the 5th cross bar 109 by connecting clamp 114, between described the first column 101 and the second column 102, between the 3rd column 103 and the 4th column 104, be provided with many protection cross bars 115, the top of described rectangular frame is provided with protective cover, described the 5th cross bar 109, the first zanjon bearing 111 is all positioned under protective cover, the right side of described doorframe is provided with handle.Wherein overhung door height 123cm, width 60cm, the first column 101, the second column 102, the 3rd column 103, the 4th column 104 adopt DN70 × 3mm galvanizing round steel pipe, it is highly 120cm on the ground, the underground degree of depth is 120cm, protection cross bar 115 adopts DN32 × 3mm galvanizing round steel pipe, and the protection cross bar 115 being positioned at is below 8cm apart from the distance on ground, is positioned at protection cross bar 115 above apart from ground 110cm; The 3rd cross bar 107, the 4th cross bar 108 adopt the galvanizing rectangular steel pipe of 40 (wide) × 30 (height) × 4mm (wall thickness) to make, and its length is 72cm; The 5th cross bar 109, slide bar 110 are of a size of 40 (wide) × 20 (height) × 5mm (thick), and the depth of groove of the first conduit, the second conduit is 15mm; The first zanjon bearing 111, the second zanjon bearing 113 are of a size of 52 (external diameter) × 20 (internal diameter) × 15mm (wide), except the first zanjon bearing 111, the second zanjon bearing 113, the 5th cross bar 109, slide bar 110, remaining part forms by DN32 × 2mm galvanizing round steel pipe, the width of doorframe is 60cm, high 109.6cm, the clear height in accessible slip district is 12cm; Spacing between slide bar 110 and the 5th cross bar 109 is 6cm, and doorframe distance from bottom ground level is 4.4cm.Push and pull bar width is 12cm, is highly 18cm.
Be connected to packaged type boarding platform 11 structures on immune expelling parasite tunnel as shown in figure 11, portable boarding platform by platform at the bottom of, two sides fence, boarding platform prop up and be configured to, the wide 60cm of boarding platform, length is 2 meters, length also can change according to the actual requirements between 2-4 rice.When boarding platform horizontal positioned, the angle on fence montant and ground is 60 degree, also while being standard installation, at the bottom of boarding platform, be 30 degree with the angle of level ground, platform bottom width 60cm, long 2 meters, the similar stair of structure, the galvanizing rectangular steel pipe of 40 (wide) × 30 (height) × 4mm (wall thickness) for platform bottom panel framework, platform bottom panel cross bar is made of 30 (wide) × 30 (height) × 4mm (wall thickness) galvanizing rectangular steel pipes, cross bar spacing 40cm, on at the bottom of platform, spread the plank that 2cm is thick, one chute is installed in the middle of at the bottom of platform, overlap joint car end chute 60cm section, bore a hole every 5cm, in order to the boarding platform support that slides, thereby adjust boarding platform overlap joint car end height, to meet different lorry needs, hot galvanized steel pipe DN32 × 2mm for the fence cross bar of two sides, hot galvanized steel pipe DN45 for montant × 3mm makes, height is 108.4cm, length is same long with at the bottom of platform, be 10cm from level ground to the clear height of first overhead nearest cross bar, clear height between first cross bar and second cross bar is 12cm, clear height between three cross bars of second cross bar to the is 12cm, clear height between four cross bars of the 3rd cross bar to the is 12cm, clear height between five cross bars of the 4th cross bar to the is 15cm, the 5th cross bar is 15cm to the clear height between six roots of sensation cross bar, clear height between seven cross bars of six roots of sensation cross bar to the is 20cm, the sealing of montant two-port, prevent that rainwater from entering erosion, hot galvanized steel pipe DN60 for boarding platform support × 3mm makes, formed by a vertical plane ladder-shaped frame and a rectangular triangle framework.
Claims (10)
1. a construction method for tibetan sheep barn with laneways, is characterized in that comprising the following steps:
A, determine barn with laneways design according to customer demand: comprise and hold circle (1), drive bell-mouthed shape, size, hold upper vertical hinged door (2) physical dimension arranging of circle, surround and hold circle, drive bell-mouthed fence (3) physical dimension, be arranged on vertical hinged door (4) physical dimension on immune expelling parasite tunnel, surround fence (5) physical dimension in immune expelling parasite tunnel, be arranged on vertical hinged door (6) physical dimension of hiving off on tunnel, surround fence (7) physical dimension in the tunnel of hiving off, hive off door (8) physical dimension, be arranged on weighing platform (9) physical dimension in the exit, tunnel of hiving off, be arranged on overhung door (10) physical dimension of hiving off on tunnel, be connected to packaged type boarding platform (11) physical dimension on immune expelling parasite tunnel,
B, select the layout type of building address and barn with laneways of barn with laneways: select high-land, the place of leeward, Land leveling is as the address of building of barn with laneways on the sunny side, the direction in immune expelling parasite tunnel is south-north direction or is greater than 45 degree with the angle of east-west direction;
C, according to design definite in steps A, respectively processing and fabricating is with lower component: hold the upper vertical hinged door (2) arranging of circle, surround and hold circle, drive bell-mouthed fence (3), be arranged on the vertical hinged door (4) on immune expelling parasite tunnel, surround the fence (5) in immune expelling parasite tunnel, be arranged on the vertical hinged door (6) hiving off on tunnel, surround the fence (7) in the tunnel of hiving off, door (8) hives off, be arranged on the overhung door (10) hiving off on tunnel, be connected to the packaged type boarding platform (11) on immune expelling parasite tunnel;
D, according to barn with laneways layout type definite in barn with laneways design definite in steps A and step B, in step B, building of definite barn with laneways carried out unwrapping wire mark on address;
E, the ground of building barn with laneways is processed, drive the region of horn mouth, the tunnel of hiving off, immune expelling parasite tunnel, weighing platform need to carry out hardened ground processing according to the unwrapping wire mark in step D to installing, concrete processing mode is: first, cut out frozen soil layer, then backfill sandstone, to after sandstone compacting, drive the region of horn mouth, the tunnel of hiving off, immune expelling parasite tunnel, weighing platform to harden with cement to installing, in cure process, carry out pre-buried according to the design of barn with laneways to all columns of barn with laneways;
F, each parts to barn with laneways are installed, the erection sequence of each parts is as follows: first, to form and drive bell-mouthed fence (3), surround the fence (7) in the tunnel of hiving off, the fence (5) that surrounds immune expelling parasite tunnel is fixed on corresponding column and is formed and drive horn mouth by connecting clamp, the tunnel of hiving off, immunity expelling parasite tunnel, and weighing platform (9) is arranged on to the exit in the tunnel of hiving off, then be fixed on corresponding column and form and hold circle by connecting clamp surrounding the fence (3) that holds circle, and the various doors described in step C are fixed on corresponding column by connecting clamp according to the barn with laneways design described in steps A.
2. the construction method of tibetan sheep barn with laneways as claimed in claim 1, it is characterized in that: in step B, the described ground of building barn with laneways is the inclined-plane tilting, and described inclined-plane holds circle one side from tunnel one side direction and tilts from high to low, and the gradient on inclined-plane is no more than 10 degree.
3. the construction method of tibetan sheep barn with laneways as claimed in claim 2, it is characterized in that: in steps A, determine that holding circle size adopts method as described below, take up an area 0.40-0.45 square metre according to average every sheep, and be multiplied by the definite size of holding circle of quantity of sheep.
4. the construction method of tibetan sheep barn with laneways as claimed in claim 3, is characterized in that: in step C, after all parts is machined, first spray one deck antirust paint on all parts surface, and then spray one deck aluminium paint.
5. according to the construction method of the tibetan sheep barn with laneways described in any one claim in claim 1 to 4, it is characterized in that: in step e, as described below to the concrete grammar that need to carry out hardened ground processing in the region of driving horn mouth, the tunnel of hiving off, immune expelling parasite tunnel, weighing platform is installed: to cut out frozen soil layer, the width digging is to take target area as benchmark, respectively extends 40cm to both sides; The degree of depth of digging, if frozen soil layer exceedes 1.2 meters, cuts out then backfill sandstone of 1.2 meters of frozen soil layers; If frozen soil layer is no more than 0.6 meter, all the other are sandstone, cut out 0.6 meter of frozen soil layer, then 0.6 meter, backfill sandstone.
6. the construction method of tibetan sheep barn with laneways as claimed in claim 5, it is characterized in that: in step e, to after sandstone compacting, drive the region of horn mouth, the tunnel of hiving off, immune expelling parasite tunnel, weighing platform to harden with cement to installing, the thickness of sclerosis is 20cm, the width of hardening region is to take target area as benchmark, respectively extends 15cm to both sides.
7. the construction method of tibetan sheep barn with laneways as claimed in claim 6, it is characterized in that: in step e, when annual rainfall is more than the 600mm, and soil layer exceedes 0.6 meter, process holding the face of enclosing the land, concrete processing mode is as follows: cut out 0.6 meter of soil layer, 0.3 meter, backfill rough sand stone, then 0.3 meter of the thin river sand of backfill.
8. the construction method of tibetan sheep barn with laneways as claimed in claim 7, is characterized in that: after step F, also comprise step G, and after installing by all parts, then at all parts surface spray one deck antirust paint and aluminium paint.
9. the construction method of tibetan sheep barn with laneways as claimed in claim 8, is characterized in that: on described column, be provided with spherical pipe cap.
10. the construction method of tibetan sheep barn with laneways as claimed in claim 9, it is characterized in that: described in hold the upper vertical hinged door (2) arranging of circle, surround and hold circle, drive bell-mouthed fence (3), be arranged on the vertical hinged door (4) on immune expelling parasite tunnel, surround the fence (5) in immune expelling parasite tunnel, be arranged on the vertical hinged door (6) hiving off on tunnel, surround the fence (7) in the tunnel of hiving off, door (8) hives off, be arranged on the overhung door (10) hiving off on tunnel, the packaged type boarding platform (11) being connected on immune expelling parasite tunnel all adopts hot-galvanized steel structural member to be made.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310433986.7A CN103461146B (en) | 2013-09-23 | 2013-09-23 | Building method of Tibetan sheep roadway house |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310433986.7A CN103461146B (en) | 2013-09-23 | 2013-09-23 | Building method of Tibetan sheep roadway house |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103461146A CN103461146A (en) | 2013-12-25 |
| CN103461146B true CN103461146B (en) | 2014-10-22 |
Family
ID=49786391
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310433986.7A Expired - Fee Related CN103461146B (en) | 2013-09-23 | 2013-09-23 | Building method of Tibetan sheep roadway house |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103461146B (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116269907A (en) * | 2023-04-14 | 2023-06-23 | 江苏省林业科学研究院 | A baoding ware for elk body |
Family Cites Families (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002017188A (en) * | 2000-07-03 | 2002-01-22 | Yamari Seisakusho:Kk | Method for rearing poultry, livestock or the like, and installation for rearing |
| CN201550491U (en) * | 2009-09-29 | 2010-08-18 | 西南民族大学 | Captive-breeding sheep-raising house suitable for high-altitude arctic-alpine mountain area |
| CN202232464U (en) * | 2011-08-29 | 2012-05-30 | 四川省草原科学研究院 | Multifunctional barn with laneways |
| CN202714062U (en) * | 2012-07-06 | 2013-02-06 | 四川省草原科学研究院 | Roadway pen |
| CN202738602U (en) * | 2012-07-29 | 2013-02-20 | 四川省草原科学研究院 | Tunnel type fence for yak |
| CN202799846U (en) * | 2012-10-23 | 2013-03-20 | 四川省草原科学研究院 | Multifunctional yak roadway lair |
| CN203136734U (en) * | 2013-01-31 | 2013-08-21 | 西南民族大学 | Tunnel stable for yaks |
| CN203136762U (en) * | 2013-04-15 | 2013-08-21 | 四川省草原科学研究院 | Roadway pen |
-
2013
- 2013-09-23 CN CN201310433986.7A patent/CN103461146B/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| CN103461146A (en) | 2013-12-25 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103711238B (en) | Assembled ring muscle fastens and is anchored concrete shear wall structure system | |
| CN103643626B (en) | A kind of control method of superrelation on curve type bridge pier pier shaft thermal stress cracks | |
| CN104213717B (en) | Multi-storey building integration transformation method of construction | |
| CN108999281A (en) | A kind of novel precast concrete bean column node and its construction method | |
| CN1944827A (en) | Method for building steel structure environment friendly energy saving building along hill slope | |
| CN204491659U (en) | Jack arch shape prestressed structure pin-connected panel underground pipe gallery | |
| CN103461146B (en) | Building method of Tibetan sheep roadway house | |
| CN210263929U (en) | A preformed hole template for building civil engineering | |
| CN108360685B (en) | Monoblock type jack-up construction method | |
| CN207633357U (en) | Charge station assembling type base | |
| CN206635786U (en) | Prefabricated assembled transformer substation foundation structure | |
| CN105484260A (en) | Design and construction method for resisting crack, preventing seepage and stopping floating for large-area basement structure bodies | |
| CN104196178B (en) | Hollow double structure layer water-proof roofing and construction method thereof | |
| CN209179350U (en) | A kind of novel rainwater standpipe disconnecting energy dissipator | |
| CN106836273B (en) | A kind of double arch Urban Underground Complexes and its tunneling method of construction | |
| Nushi et al. | The use of specific principles and guidelines for effective and efficient restoration of cultural heritage buildings; case study Jashar Pasha Mosque in Prishtina | |
| CN105804109B (en) | A kind of concrete assembled basis | |
| Mollaert et al. | Textile shelters for archaeological or heritage areas: design references | |
| CN204491658U (en) | One side is to Prestressing structure function formula underground pipe gallery | |
| CN206438511U (en) | A kind of double-deck assembled underground granary | |
| Yu et al. | Intelligent and controllable synchronous lifting slipforming technology for super-high bridge piers | |
| CN207567802U (en) | The case inversion basis of environmentally friendly structure type | |
| CN202851012U (en) | Supporting steel arch | |
| CN102677598A (en) | Combined assembly of wind-shield wall for preventing and controlling sand | |
| CN204001469U (en) | Hollow double structure layer water-proof roofing |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20141022 Termination date: 20200923 |