CN109577683A - Wetland lookout terrace structure and construction method - Google Patents
Wetland lookout terrace structure and construction method Download PDFInfo
- Publication number
- CN109577683A CN109577683A CN201811358263.4A CN201811358263A CN109577683A CN 109577683 A CN109577683 A CN 109577683A CN 201811358263 A CN201811358263 A CN 201811358263A CN 109577683 A CN109577683 A CN 109577683A
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- Prior art keywords
- column
- template
- steel pipe
- slope
- stair
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Classifications
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- 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
- E04H1/00—Buildings or groups of buildings for dwelling or office purposes; General layout, e.g. modular co-ordination or staggered storeys
- E04H1/12—Small buildings or other erections for limited occupation, erected in the open air or arranged in buildings, e.g. kiosks, waiting shelters for bus stops or for filling stations, roofs for railway platforms, watchmen's huts or dressing cubicles
- E04H1/1205—Small buildings erected in the open air
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F11/00—Stairways, ramps, or like structures; Balustrades; Handrails
- E04F11/02—Stairways; Layouts thereof
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F11/00—Stairways, ramps, or like structures; Balustrades; Handrails
- E04F11/02—Stairways; Layouts thereof
- E04F11/104—Treads
- E04F11/108—Treads of wood or with an upper layer of wood
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F11/00—Stairways, ramps, or like structures; Balustrades; Handrails
- E04F11/02—Stairways; Layouts thereof
- E04F2011/0203—Miscellaneous features of stairways not otherwise provided for
- E04F2011/0205—Stairways characterised by the use of specific materials for the supporting structure of the treads
- E04F2011/0209—Stairways characterised by the use of specific materials for the supporting structure of the treads mainly of metal
Abstract
The present invention relates to wetland lookout terrace structure and construction methods, including outrigger platform, are fixedly arranged on several support components of outrigger platform bottom, and the support component includes column, and column bottom is installed with positioning device, and positioning device is fixedly arranged on heap slope；It is laid with stair on the heap slope, positioning mechanism is provided between stair and heap slope, the positioning mechanism includes grouting pipe, and grouting pipe is squeezed into heap slope along stair inclined direction；The grouting pipe includes side wall grouting hole and injected hole；Perfusion mortar in injected hole, mortar flow to side wall grouting hole from injected hole, finally fill outside side wall, form non-uniform mortar branch, reinforce heap slope；The present invention pre-buried grouting pipe in flood control slope surface, the perfusion mortar in the injected hole of grouting pipe, mortar flows to inside soil body by side wall grouting hole, and it is flowed along the gap in the soil body, it is final solidified to form a series of uneven mortar branches, the stability that accumulation slight slope can be reinforced, prevents slight slope from loosening.
Description
Technical field
The present invention relates to lookout terrace technical field of structures, in particular to wetland lookout terrace structure and construction method.
Background technique
Lookout terrace, which is that the mankind are chosen, is engaged in the movable place of observing scene.It without manually any either chisel and carve
It is pure naturally stop place, be also possible to a certain place be mainly observe and be arranged pure artificial structure, construct
Object.In order to which lookout terrace is designed to combine together with natural landscape, the numerous designers in the world bound oneself to it, so that these views
Platform is designed to be novel and beautiful, and different style becomes the new landscape of a lot of magnificent mansion.In the environment of some inclement conditions
Under, it is unable to satisfy building for lookout terrace.Such as wetland, marshland, these local people can not set foot on not by tool, and its institute
Be typically all in topography it is horizontal, carry out building lookout terrace without sufficiently high topography, in order to solve this problem, often lead to
The mode of accumulation slight slope is crossed to raise topography, and builds lookout terrace above, but builds view on the slight slope manually accumulated
Platform often lead to the problem of it is a large amount of, if slight slope compressibility is big, the unstable problem of slight slope.In addition traditional lookout terrace is according to topography
And build, need to be devoted a tremendous amount of time from lower past lookout terrace walking process, and can only on lookout terrace view, observation visual angle it is single.
In view of the above problems, therefore, it is necessary to it makes improvements.
Summary of the invention
The present invention is to provide a kind of wetland lookout terrace structure and construction party to overcome above-mentioned defect in the prior art
Method.
In order to achieve the purpose that foregoing invention, the invention adopts the following technical scheme: wetland lookout terrace structure, including overhanging
Platform is fixedly arranged on several support components of outrigger platform bottom, and several support components are along the equidistant cloth of outrigger platform length direction
If；The support component includes column, and column bottom is installed with positioning device, and positioning device is fixedly arranged on heap slope；Adjacent positioned
It is fixedly connected between device by basis coupling beam；Stair are laid on the heap slope, stair include the first bench and the second step
And halfpace；Halfpace is located in the middle part of stair, positioning mechanism is provided between stair and heap slope, for positioning stair, building
Ladder includes the aerial construction being made of several lateral steel pipes and vertical steel pipe；It is laid with and marks time in aerial construction；The localization machine
Structure includes grouting pipe, and grouting pipe is squeezed into heap slope along stair inclined direction；The grouting pipe includes side wall grouting hole
And injected hole；Perfusion mortar in injected hole, mortar flow to side wall grouting hole from injected hole, finally fill outside side wall, are formed uneven
Even mortar branch reinforces heap slope；The positioning device includes bed course, is fixedly arranged on the basis on bed course, is laid with two in basis
A opposite L-type built-in fitting laid is connected with L-type connecting plate on L-type built-in fitting, and column bottom is mutually butted on the top on basis,
It is fastened by L-type connecting plate.
As a preferred solution of the present invention, it is provided with template on the basis of described, template two sides are connected with side plate, two sides
Plate is resisted against on the lateral wall on basis, and concrete is filled between template and both side plate and basis.
As a preferred solution of the present invention, several pairs of drawings for preventing template loose are provided on the outside of the side plate
Bolt；Several split bolts are equidistantly laid on side plate；The split bolt includes steel pipe, screw rod and is bolted cap；Steel pipe
Two are provided with, positioned at the upper and lower side of screw rod, is fitted on side plate, is rotatably connected on screw rod and is bolted cap；Adjust bolt
Attachment cap；So that screw rod is close to side plate, while two steel pipes of fixed inside, fixes side plate.
As a preferred solution of the present invention, the L-type built-in fitting includes the screwed pipe of upper end and the solid-end of lower end
Portion；Screwed pipe is fixedly connected with solid end, is integrally formed.
As a preferred solution of the present invention, the screwed pipe upper end is connected with threaded rod compatible with screwed pipe,
Threaded rod passes through L-type connecting plate, is rotationally connected in screwed pipe, and threaded rod upper end is connected with nut, and nut is mutually butted on L-type company
On fishplate bar；The L-type one end of the connection board is fixed on column with expansion bolt, and the other end is fixed on by threaded rod and nut
On the basis of.
As a preferred solution of the present invention, flood control slope surface is provided between the aerial construction and heap slope, control flood slope
The lateral steel pipe and vertical steel pipe of face and aerial construction are connected by expansion bolt, the company of being welded on lateral steel pipe and vertical steel pipe
Fishplate bar, expansion bolt pass through connecting plate and squeeze into flood control slope surface, fixed connecting plate and flood control slope surface.
As a preferred solution of the present invention, the expansion bolt includes bolt, casing and nut；Bolt is fixedly arranged on anti-
In big vast slope surface, sleeve bottom passes through connecting plate and is socketed on bolt, and sleeve upper end is fastened by nut.
As a preferred solution of the present invention, several upright fence posts are provided on the outrigger platform, upright fence post is logical
It crosses built-in fitting and welded plate is connected on outrigger platform, Stainless Steel pipe is connected on upright fence post, then in Stainless Steel pipe and outstanding
It chooses and connects vertical column on platform, form a closed fence；Heap top of the slope portion is equipped with plank close to outrigger platform position, wood
Platform step is provided on plate.
As a preferred solution of the present invention, two chairs symmetrically laid, chair are placed on the halfpace
It include handrail and the chair back；Fixed several rail posts on the stair are connected with railing between adjacent handrails column.
A kind of wetland lookout terrace construction method, comprising the following steps:
Step (1), first time hill slope debris；Transporting the soil body using muck haulage vehicle needs to construction site to avoid construction site chaotic
Construction personnel carries out commander and unloads soil, and then layering is banketed from the bottom up, is carried out immediately using roller after upper layer soil body filling
The compacting of the soil body makes up to certain compactness, reduces the compressibility of the soil body, after the compactness of the soil body reaches corresponding requirements,
The accumulation of next layer soil body is carried out again, and repeats to roll；
Step (2), foundation construction；After hill slope debris is to certain altitude, stop the accumulation of the soil body, carries out the construction on basis；?
Foundation trench is excavated in the column corresponding position of design drawing, then sets up bed course template inside foundation trench, and casting concrete and supports
Shield, again removes template after conserving respective strengths, scribing line on it, basic formwork, embedded iron parts, and embedded iron parts are
Then L-type built-in fitting carries out the concreting and maintenance on basis, finally removes foundation forms；
Step (3), column and outrigger platform construction；On the basis of bind the reinforcing bar of column, the then formwork on the outside of reinforcing bar, then
Assembling reinforcement and formwork are carried out to outrigger platform above column, the pre-buried convex ironware of template domestic demand, forms column and overhanging is flat
The template that platform is mutually communicated, then toward concrete perfusion on the inside of template makes column and outrigger platform is whole pours；
Step (4), suspension column are reinforced；After the concrete curing to some strength of outrigger platform and column, the template in outside is torn open
Remove, then utilize L-type connecting plate and threaded rod, nut column suspension column further strengthens, then on the basis of set up lengthening section
Template, template lower end are more slightly lower than basic top, are bound using screw rod and nut to template, then casting concrete, make column
Foot and basis are lengthened out section concrete package, prevent the corrosion and loosening of nut and threaded rod, suspension column is enable to reinforce；
Step (5), second of heap slope；After the completion of the construction of outrigger platform and column, carry out second of heap slope, heap slope mode with
It is identical for the first time, it is all in such a way that layering is banketed in conjunction with rolling；
Step (6), flood control slope surface template are set up；Flood control slope surface template is set up along the hillside slope surface newly accumulated, while by slip casting
The pre-buried progressive die intralamellar part of conduit, then the casting concrete in template, forms one of concrete flood control slope surface；
Step (7), grouting pipe grouting and reinforcing；The perfusion mortar in the injected hole of grouting pipe, mortar pass through side wall grouting hole
Inside soil body is flowed to, and is flowed along the gap in the soil body, it is final solidified to form a series of uneven mortar branches；
Step (8), stair construction；The transverse direction of steel pipe is carried out along flood control slope surface and is vertically set up, and is passed through between steel pipe and steel pipe
It is welded to connect, steel pipe is connect in such a way that connecting plate cooperates expansion bolt with flood control slope surface, then in steel pipe combination structure
Laying anti-corrosion is wooden to mark time, finally mark time again on set up railing and rail post；
Step (9), the construction of outrigger platform fence；Upright fence post is welded on the welded plate on the built-in fitting of outrigger platform, then
Stainless Steel pipe is connected on upright fence post, vertical column is then connected on Stainless Steel pipe and outrigger platform, and formation one is closed to enclose
Column protects the safety of view person, prevents that accident occurs when view.
The invention has the benefit that
1. the present invention pre-buried grouting pipe, the perfusion mortar in the injected hole of grouting pipe, mortar in flood control slope surface pass through
Side wall grouting hole flows to inside soil body, and flows along the gap in the soil body, final solidified to form a series of uneven mortar branches
Wooden fork can reinforce the stability of accumulation slight slope, prevent slight slope from loosening, and influence the stability of structure；
2. the present invention is reinforced on suspension column, column and basis are carried out for the first time by L-type built-in fitting and L-type connecting plate
It reinforces, then pours lengthening section concrete on basis and suspension column, keep concrete package suspension column and the L-type reinforced for the first time pre-buried
Second of reinforcing of part and L-type connecting plate, i.e. suspension column and basis, can make column and basic closer knot by this way
It is combined, is conducive to the transmitting of bearing capacity；
3. the marking time of stair of the present invention is placed on above the aerial construction of steel pipe composition, the hollow structure that steel pipe combination is formed can be with
Moisture in isolation flood control slope surface, in addition hollow structure be conducive to mark time on moisture exclusion, prevent moisture rainwater etc. external
Moisture is retained on wooden mark time, and corrodes marking time for stair, influences the beauty of viewing area；
4. stair of the invention can observe external wetland from the through lookout terrace top in wetland bottom end on stair, to see
Survey person provides the observation angle of Different Altitude, and placed chair in halfpace, and for climbing, tired observer provides rest
Platform.
Detailed description of the invention
Fig. 1 is wetland lookout terrace structure chart of the invention；
Fig. 2 is that the suspension column in Fig. 1 of the invention reinforces schematic diagram；
Fig. 3 is the L-type type built-in fitting and matched threaded rod figure that basis is pre-buried in Fig. 2 of the invention；
Fig. 4 is the stair step connection schematic diagram in Fig. 1 of the invention；
Fig. 5 is expansion bolt connection top view at A in Fig. 4 of the invention；
Fig. 6 is expansion bolt connection front view at A in Fig. 4 of the invention；
Fig. 7 is the expansion bolt schematic diagram in Fig. 6 of the invention；
Fig. 8 is the grouting pipe schematic diagram in Fig. 1 of the invention；
Fig. 9 is the grouting pipe front view in Fig. 8 of the invention；
Figure 10 is upright fence post schematic diagram at B in Fig. 1 of the invention；
Figure 11 is the top view of the stair halfpace in Fig. 1 of the invention；
Figure 12 is the grouting pipe schematic diagram in Fig. 1 of the invention at C.
In figure: Stainless Steel pipe 1, upright fence post 2, vertical column 3, built-in fitting 4, outrigger platform 5, slope surface 6 of controlling flood, platform step 7,
Basic coupling beam 8, plank 9, heap slope 10, column 11；Mark time 12；Railing 13；Rail post 14；Welded plate 15；Grouting pipe 16；Template
17；Steel pipe 18；It is bolted cap 19；L-type connecting plate 20；L-type built-in fitting 21；Basis 22；Nut 23；Pouring concrete 24 afterwards；
Screw rod 25；Halfpace 26；Bed course 27；Threaded rod 28；Screwed pipe 29；Solid end 30；Injected hole 31；Side wall grouting hole 32；
Mortar branch 33；Convex built-in fitting 34；Bottom wetland sight spot 35；Lateral steel pipe 36；Vertical steel pipe 37；Expansion bolt 38；Connection
Plate 39；Nut 40；Casing 41；Bolt 42；First bench 43；The second step 44；Chair 45；The chair back 46；Handrail 47, side plate 50,
Support component 100, positioning device 200, split bolt 300.
Specific embodiment
It elaborates with reference to the accompanying drawing to the embodiment of the present invention.
Embodiment: as shown in figs. 1-12, wetland lookout terrace structure, including outrigger platform 5, it is fixedly arranged on 5 bottom of outrigger platform
Several support components 100, several support components 100 equidistantly lay along 5 length direction of outrigger platform；The support component
100 include column 11, and 11 bottom of column is installed with positioning device 200, and positioning device 200 is fixedly arranged on heap slope 10；Adjacent positioned
It is fixedly connected between device 200 by basic coupling beam 8；Stair are laid on the heap slope 10, stair include 43 He of the first bench
The second step 44 and halfpace 26；Halfpace 26 is located in the middle part of stair, is provided with positioning mechanism between stair and heap slope 10,
For positioning stair, stair of the invention go directly lookout terrace top from bottom wetland sight spot 35, and can observe on stair
External wetland provides the observation angle of Different Altitude for observer, and placed chair in halfpace 26, tired for climbing
Observer provides half space.
Stair include the aerial construction being made of several lateral steel pipes 36 and vertical steel pipe 37；Marking time for stair of the present invention is put
It sets on the aerial construction of steel pipe composition, the hollow structure that steel pipe combination is formed can completely cut off the moisture in flood control slope surface, separately
Outer hollow structure be conducive to mark time on moisture exclusion, prevent the external moisture such as moisture rainwater to be retained on wooden mark time, it is rotten
Marking time for erosion stair, influences the beauty of viewing area.
It is laid in aerial construction and marks time 12；The positioning mechanism includes grouting pipe 16, and grouting pipe 16 is along stair
Inclined direction is squeezed into heap slope 10；The grouting pipe 16 includes side wall grouting hole 32 and injected hole 31；Perfusion in injected hole 31
Mortar, mortar flow to side wall grouting hole 32 from injected hole 31, finally fill outside side wall, form non-uniform mortar branch 33, add
The slope Gu Dui 10；The present invention pre-buried grouting pipe, the perfusion mortar toward the injected hole of grouting pipe in, mortar in flood control slope surface lead to
It crosses side wall grouting hole and flows to inside soil body, and flowed along the gap in the soil body, it is final solidified to form a series of uneven mortars
Branch can reinforce the stability of accumulation slight slope, prevent slight slope from loosening, and influence the stability of structure.
Positioning device 200 includes bed course 27, is fixedly arranged on the basis 22 on bed course 27, and there are two opposite cloth for laying in basis 22
If L-type built-in fitting 21, L-type connecting plate 20 is connected on L-type built-in fitting 21,11 bottom of column is mutually butted on the top on basis 22
Portion is fastened by L-type connecting plate 20；The present invention reinforces on column 11, will by L-type built-in fitting and L-type connecting plate
Column 11 and basis carry out first time reinforcing, then pour lengthening section concrete on basis and suspension column, and concrete is made to wrap up suspension column
And the L-type built-in fitting and L-type connecting plate reinforced for the first time, i.e. second of reinforcing of suspension column and basis by this way can be with
Make column with basis it is closer be combined together, be conducive to the transmitting of bearing capacity.
Template 17 is provided on basis 22,17 two sides of template are connected with side plate 50, and both side plate 50 is resisted against the outer of basis 22
On side wall, concrete 24 is filled between template 17 and both side plate 50 and basis 22；It is provided on the outside of side plate 50 for preventing mould
The loose several split bolts 300 of plate 17；Several split bolts 300 are equidistantly laid on side plate 50；The split bolt 300 wraps
It includes steel pipe 18, screw rod 25 and is bolted cap 19；Steel pipe 18 is provided with two, positioned at the upper and lower side of screw rod 25, fits in side plate
On 50, it is rotatably connected on screw rod 25 and is bolted cap 19；Adjusting is bolted cap 19；Screw rod 25 is set to be close to side plate 50, simultaneously
Two steel pipes 18 of fixed inside keep side plate 50 fixed.
L-type built-in fitting 21 includes the screwed pipe 29 of upper end and the solid end 30 of lower end；Screwed pipe 29 and solid end 30
It is fixedly connected, is integrally formed；The integral strength and sound construction degree of L-type built-in fitting 21 are further improved, ensure that column 11
The stability and safety being connect with basis 22.
29 upper end of screwed pipe is connected with threaded rod 28 compatible with screwed pipe 29, and threaded rod 28 passes through L-type connecting plate
20, it is rotationally connected in screwed pipe 29,28 upper end of threaded rod is connected with nut 23, and 23 phase of nut is butted on L-type connecting plate 20；
By adopting the above technical scheme, the present invention pre-buried L-type built-in fitting 21 on basis 22, L shape both can be by top L-type connecting plate
It is fixed, and horizontally skeleton can be undertaken in basic internal, bear horizontal loading.
20 one end of L-type connecting plate is fixed on column 11 with expansion bolt, and the other end is solid by threaded rod 28 and nut 23
It is scheduled on basis 22；L-type connecting plate 20 is at the top of basis 22 to the 1/3 of 17 distance of template in the height of vertical direction；The present invention
L-type one end of the connection board is fixed on column with expansion bolt, on the basis of other end threaded rod and nut are fixed on, makes to stand
Column and strengthening of foundation.
Be provided between aerial construction and heap slope 10 flood control slope surface 6, flood control slope surface 6 and aerial construction lateral steel pipe 36 and
Vertical steel pipe 37 is connected by expansion bolt 38, is welded with connecting plate 39, expansion bolt on lateral steel pipe 36 and vertical steel pipe 37
38, which pass through connecting plate 39, squeezes into flood control slope surface 6, fixed connecting plate 39 and flood control slope surface 6；The lateral steel pipe of aerial construction of the present invention
36 and vertical steel pipe 37 cooperate expansion bolt 38 to be connected in flood control slope surface 6 using connecting plate 39, which is mixed compared to cast-in-place
Solidifying earth pillar construction, speed of application is fast, saves the duration.
Expansion bolt 38 includes bolt 42, casing 41 and nut 40；Bolt 42 is fixedly arranged in flood control slope surface 6,41 bottom of casing
Portion passes through connecting plate 39 and is socketed on bolt 42, and 41 upper end of casing is fastened by nut 40；Aerial construction of the invention is using company
Fishplate bar 39 cooperates expansion bolt 38 to be connected in flood control slope surface 6, and which is constructed compared to cast-in-situ concrete columns, speed of application
Fastly, the duration is saved.
Several upright fence posts 2 are provided on outrigger platform 5, upright fence post 2 is connected to outstanding by built-in fitting 4 and welded plate 15
It chooses on platform 5, Stainless Steel pipe 1 is connected on upright fence post 2, vertical column 3, shape are then connected on Stainless Steel pipe 1 and outrigger platform 5
At a closed fence；The safety for protecting view person, prevents that accident occurs when view, and the built-in fitting 4 in this programme can also be with
It is that close 5 position of outrigger platform in 10 top of heap slope described in convex built-in fitting 34 is equipped with plank 9, platform platform is provided on plank 9
Rank 7.
Two chairs symmetrically laid 45 are placed on halfpace 26, chair 45 includes handrail 47 and the chair back 46；Institute
Fixed several rail posts 14 on stair are stated, are connected with railing 13 between adjacent handrails column 14；It placed chair in halfpace 26
45, for climbing, tired observer provides half space.
A kind of wetland lookout terrace construction method, comprising the following steps:
Step (1), first time hill slope debris；Transporting the soil body using muck haulage vehicle needs to construction site to avoid construction site chaotic
Construction personnel carries out commander and unloads soil, and then layering is banketed from the bottom up, is carried out immediately using roller after upper layer soil body filling
The compacting of the soil body makes up to certain compactness, reduces the compressibility of the soil body, after the compactness of the soil body reaches corresponding requirements,
The accumulation of next layer soil body is carried out again, and repeats to roll；
Step (2), foundation construction；After hill slope debris is to certain altitude, stop the accumulation of the soil body, carries out the construction on basis；?
Foundation trench is excavated in the column corresponding position of design drawing, then sets up bed course template inside foundation trench, and casting concrete and supports
Shield, again removes template after conserving respective strengths, scribing line on it, basic formwork, embedded iron parts, and embedded iron parts are
Then L-type built-in fitting carries out the concreting and maintenance on basis, finally removes foundation forms；
Step (3), column and outrigger platform construction；On the basis of bind the reinforcing bar of column, the then formwork on the outside of reinforcing bar, then
Assembling reinforcement and formwork are carried out to outrigger platform above column, the pre-buried convex ironware of template domestic demand, forms column and overhanging is flat
The template that platform is mutually communicated, then toward concrete perfusion on the inside of template makes column and outrigger platform is whole pours；
Step (4), suspension column are reinforced；After the concrete curing to some strength of outrigger platform and column, the template in outside is torn open
Remove, then utilize L-type connecting plate and threaded rod, nut column suspension column further strengthens, then on the basis of set up lengthening section
Template, template lower end are more slightly lower than basic top, are bound using screw rod and nut to template, then casting concrete, make column
Foot and basis are lengthened out section concrete package, prevent the corrosion and loosening of nut and threaded rod, suspension column is enable to reinforce；
Step (5), second of heap slope；After the completion of the construction of outrigger platform and column, carry out second of heap slope, heap slope mode with
It is identical for the first time, it is all in such a way that layering is banketed in conjunction with rolling；
Step (6), flood control slope surface template are set up；Flood control slope surface template is set up along the hillside slope surface newly accumulated, while by slip casting
The pre-buried progressive die intralamellar part of conduit, then the casting concrete in template, forms one of concrete flood control slope surface；
Step (7), grouting pipe grouting and reinforcing；The perfusion mortar in the injected hole of grouting pipe, mortar pass through side wall grouting hole
Inside soil body is flowed to, and is flowed along the gap in the soil body, it is final solidified to form a series of uneven mortar branches；
Step (8), stair construction；The transverse direction of steel pipe is carried out along flood control slope surface and is vertically set up, and is passed through between steel pipe and steel pipe
It is welded to connect, steel pipe is connect in such a way that connecting plate cooperates expansion bolt with flood control slope surface, then in steel pipe combination structure
Laying anti-corrosion is wooden to mark time, finally mark time again on set up railing and rail post；
Step (9), the construction of outrigger platform fence；Upright fence post is welded on the welded plate on the built-in fitting of outrigger platform, then
Stainless Steel pipe is connected on upright fence post, vertical column is then connected on Stainless Steel pipe and outrigger platform, and formation one is closed to enclose
Column protects the safety of view person, prevents that accident occurs when view.
The foregoing description of the disclosed embodiments enables those skilled in the art to implement or use the present invention.
Various modifications to these embodiments will be readily apparent to those skilled in the art, as defined herein
General Principle can be realized in other embodiments without departing from the spirit or scope of the present invention；Therefore, of the invention
It is not intended to be limited to the embodiments shown herein, and is to fit to and the principles and novel features disclosed herein phase one
The widest scope of cause.
Although appended drawing reference in figure is used more herein: Stainless Steel pipe 1, upright fence post 2 indulge column 3, and built-in fitting 4 hangs
Platform 5 is chosen, slope surface 6 of controlling flood, platform step 7, basic coupling beam 8, plank 9, heap slope 10, column 11；Mark time 12；Railing 13；Railing
Column 14；Welded plate 15；Grouting pipe 16；Template 17；Steel pipe 18；It is bolted cap 19；L-type connecting plate 20；L-type built-in fitting
21；Basis 22；Nut 23；Pouring concrete 24 afterwards；Screw rod 25；Halfpace 26；Bed course 27；Threaded rod 28；Screwed pipe 29；It is solid
End 30；Injected hole 31；Side wall grouting hole 32；Mortar branch 33；Convex built-in fitting 34；Bottom wetland sight spot 35；Lateral steel pipe
36；Vertical steel pipe 37；Expansion bolt 38；Connecting plate 39；Nut 40；Casing 41；Bolt 42；First bench 43；The second step 44；
Chair 45；The chair back 46；Handrail 47, side plate 50, support component 100, positioning device 200, the equal terms of split bolt 300, but not
It rules out the possibility of using other terms；The use of these items is only for be more convenient to describe and explain sheet of the invention
Matter；Being construed as any additional limitation is disagreed with spirit of that invention.
Claims (10)
1. wetland lookout terrace structure, it is characterised in that: including outrigger platform (5), be fixedly arranged on the several of outrigger platform (5) bottom
Support component (100), several support components (100) are equidistantly laid along outrigger platform (5) length direction；The support component
It (100) include column (11), column (11) bottom is installed with positioning device (200), and positioning device (200) is fixedly arranged on heap slope (10)
On；It is fixedly connected between adjacent positioned device (200) by basic coupling beam (8)；Stair, stair are laid on the heap slope (10)
Including the first bench (43) and the second step (44) and halfpace (26)；Halfpace (26) is located in the middle part of stair, stair with
Heap slope is provided with positioning mechanism between (10), and for positioning stair, stair include by several lateral steel pipes (36) and vertical steel pipe
(37) aerial construction formed；Mark time (12) are laid in aerial construction；The positioning mechanism includes grouting pipe (16), slip casting
Conduit (16) is squeezed into heap slope (10) along stair inclined direction；The grouting pipe (16) includes side wall grouting hole (32) and note
It starches hole (31)；Injected hole (31) interior perfusion mortar, mortar flows to side wall grouting hole (32) from injected hole (31), finally outside side wall
It fills, forms non-uniform mortar branch (33), reinforce heap slope (10)；The positioning device (200) includes bed course (27), is fixedly arranged on
Basis (22) on bed course (27), there are two the opposite L-type built-in fitting (21) laid, L-type built-in fittings for laying in basic (22)
(21) it is connected on L-type connecting plate (20), column (11) bottom is mutually butted on the top of basic (22), passes through L-type connecting plate
(20) it fastens.
2. wetland lookout terrace structure according to claim 1, it is characterised in that: be provided with template on the basis (22)
(17), template (17) two sides are connected with side plate (50), and both side plate (50) is resisted against on the lateral wall of basic (22), template (17) and
Concrete (24) are filled between both side plate (50) and basic (22).
3. wetland lookout terrace structure according to claim 2, it is characterised in that: be provided with and be used on the outside of the side plate (50)
Several split bolts (300) for preventing template (17) loose；Several split bolts (300) are equidistantly laid on side plate (50)；Institute
Split bolt (300) is stated to include steel pipe (18), screw rod (25) and be bolted cap (19)；Steel pipe (18) is provided with two, is located at
The upper and lower side of screw rod (25) fits on side plate (50), is rotatably connected on screw rod (25) and is bolted cap (19)；Adjust bolt
Attachment cap (19)；So that screw rod (25) is close to side plate (50), while two steel pipes (18) of fixed inside, keeps side plate (50) fixed.
4. wetland lookout terrace structure according to claim 1, it is characterised in that: the L-type built-in fitting (21) includes upper end
Screwed pipe (29) and lower end solid end (30)；Screwed pipe (29) is fixedly connected with solid end (30), is integrally formed.
5. wetland lookout terrace structure according to claim 4, it is characterised in that: screwed pipe (29) upper end be connected with
The compatible threaded rod (28) of screwed pipe (29), threaded rod (28) pass through L-type connecting plate (20), are rotationally connected with screwed pipe
(29) in, threaded rod (28) upper end is connected with nut (23), and nut (23) is mutually butted on L-type connecting plate (20)；The L-type connects
Fishplate bar (20) one end is fixed on column (11) with expansion bolt, and the other end is fixed on base by threaded rod (28) and nut (23)
On plinth (22).
6. wetland lookout terrace structure according to claim 1, it is characterised in that: between the aerial construction and heap slope (10)
It is provided with flood control slope surface (6), the lateral steel pipe (36) and vertical steel pipe (37) of flood control slope surface (6) and aerial construction pass through expanding screw
Bolt (38) connects, and is welded with connecting plate (39) on lateral steel pipe (36) and vertical steel pipe (37), and expansion bolt (38) passes through connection
Plate (39) squeezes into flood control slope surface (6), fixed connecting plate (39) and flood control slope surface (6).
7. wetland lookout terrace structure according to claim 6, it is characterised in that: the expansion bolt (38) includes bolt
(42), casing (41) and nut (40)；Bolt (42) is fixedly arranged in flood control slope surface (6), and casing (41) bottom passes through connecting plate
(39) it is socketed on bolt (42), casing (41) upper end is fastened by nut (40).
8. wetland lookout terrace structure according to claim 1, it is characterised in that: the outrigger platform (5) if on be provided with
Dry upright fence post (2), upright fence post (2) is connected on outrigger platform (5) by built-in fitting (4) and welded plate (15), in fence
Stainless Steel pipe (1) is connected on column (2), then connects vertical column (3) on Stainless Steel pipe (1) and outrigger platform (5), forms one
Closed fence；It is equipped with plank (9), is provided on plank (9) flat close to outrigger platform (5) position at the top of the heap slope (10)
Platform step (7).
9. wetland lookout terrace structure according to claim 1, it is characterised in that: be placed with two on the halfpace (26)
The chair (45) symmetrically laid is opened, chair (45) includes handrail (47) and the chair back (46)；Fixed several railings on the stair
Column (14) is connected with railing (13) between adjacent handrails column (14).
10. it is a kind of claim 1-9 it is any as described in wetland lookout terrace construction method, it is characterised in that: including with
Lower step:
Step (1), first time hill slope debris；Transporting the soil body using muck haulage vehicle needs to construction site to avoid construction site chaotic
Construction personnel carries out commander and unloads soil, and then layering is banketed from the bottom up, is carried out immediately using roller after upper layer soil body filling
The compacting of the soil body makes up to certain compactness, reduces the compressibility of the soil body, after the compactness of the soil body reaches corresponding requirements,
The accumulation of next layer soil body is carried out again, and repeats to roll；
Step (2), foundation construction；After hill slope debris is to certain altitude, stop the accumulation of the soil body, carries out the construction on basis；?
Foundation trench is excavated in the column corresponding position of design drawing, then sets up bed course template inside foundation trench, and casting concrete and supports
Shield, again removes template after conserving respective strengths, scribing line on it, basic formwork, embedded iron parts, and embedded iron parts are
Then L-type built-in fitting carries out the concreting and maintenance on basis, finally removes foundation forms；
Step (3), column and outrigger platform construction；On the basis of bind the reinforcing bar of column, the then formwork on the outside of reinforcing bar, then
Assembling reinforcement and formwork are carried out to outrigger platform above column, the pre-buried convex ironware of template domestic demand, forms column and overhanging is flat
The template that platform is mutually communicated, then toward concrete perfusion on the inside of template makes column and outrigger platform is whole pours；
Step (4), suspension column are reinforced；After the concrete curing to some strength of outrigger platform and column, the template in outside is torn open
Remove, then utilize L-type connecting plate and threaded rod, nut column suspension column further strengthens, then on the basis of set up lengthening section
Template, template lower end are more slightly lower than basic top, are bound using screw rod and nut to template, then casting concrete, make column
Foot and basis are lengthened out section concrete package, prevent the corrosion and loosening of nut and threaded rod, suspension column is enable to reinforce；
Step (5), second of heap slope；After the completion of the construction of outrigger platform and column, carry out second of heap slope, heap slope mode with
It is identical for the first time, it is all in such a way that layering is banketed in conjunction with rolling；
Step (6), flood control slope surface template are set up；Flood control slope surface template is set up along the hillside slope surface newly accumulated, while by slip casting
The pre-buried progressive die intralamellar part of conduit, then the casting concrete in template, forms one of concrete flood control slope surface；
Step (7), grouting pipe grouting and reinforcing；The perfusion mortar in the injected hole of grouting pipe, mortar pass through side wall grouting hole
Inside soil body is flowed to, and is flowed along the gap in the soil body, it is final solidified to form a series of uneven mortar branches；
Step (8), stair construction；The transverse direction of steel pipe is carried out along flood control slope surface and is vertically set up, and is passed through between steel pipe and steel pipe
It is welded to connect, steel pipe is connect in such a way that connecting plate cooperates expansion bolt with flood control slope surface, then in steel pipe combination structure
Laying anti-corrosion is wooden to mark time, finally mark time again on set up railing and rail post；
Step (9), the construction of outrigger platform fence；Upright fence post is welded on the welded plate on the built-in fitting of outrigger platform, then
Stainless Steel pipe is connected on upright fence post, vertical column is then connected on Stainless Steel pipe and outrigger platform, and formation one is closed to enclose
Column protects the safety of view person, prevents that accident occurs when view.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811358263.4A CN109577683A (en) | 2018-11-15 | 2018-11-15 | Wetland lookout terrace structure and construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811358263.4A CN109577683A (en) | 2018-11-15 | 2018-11-15 | Wetland lookout terrace structure and construction method |
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| Publication Number | Publication Date |
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| CN109577683A true CN109577683A (en) | 2019-04-05 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201811358263.4A Withdrawn CN109577683A (en) | 2018-11-15 | 2018-11-15 | Wetland lookout terrace structure and construction method |
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| CN (1) | CN109577683A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110241987A (en) * | 2019-06-27 | 2019-09-17 | 苏州美瑞德建筑装饰有限公司 | A kind of F-C paint steel construction stone material is marked time stair mounting structure |
| CN110735536A (en) * | 2019-09-30 | 2020-01-31 | 广州天力建筑工程有限公司 | mountain slope type villa construction method |
| CN112942379A (en) * | 2021-02-01 | 2021-06-11 | 福建昱勋建设有限公司 | Construction method for building soil pile high slope by using geotechnical foam |
| CN113882721A (en) * | 2021-10-26 | 2022-01-04 | 中建二局装饰工程有限公司 | Mountain top view ring corridor |
| CN114319821A (en) * | 2022-02-08 | 2022-04-12 | 中建七局第四建筑有限公司 | Method for mounting staircase overhanging I-steel with protection function |
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2018
- 2018-11-15 CN CN201811358263.4A patent/CN109577683A/en not_active Withdrawn
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110241987A (en) * | 2019-06-27 | 2019-09-17 | 苏州美瑞德建筑装饰有限公司 | A kind of F-C paint steel construction stone material is marked time stair mounting structure |
| CN110735536A (en) * | 2019-09-30 | 2020-01-31 | 广州天力建筑工程有限公司 | mountain slope type villa construction method |
| CN112942379A (en) * | 2021-02-01 | 2021-06-11 | 福建昱勋建设有限公司 | Construction method for building soil pile high slope by using geotechnical foam |
| CN113882721A (en) * | 2021-10-26 | 2022-01-04 | 中建二局装饰工程有限公司 | Mountain top view ring corridor |
| CN113882721B (en) * | 2021-10-26 | 2023-10-03 | 中建二局装饰工程有限公司 | Mountain top view ring corridor |
| CN114319821A (en) * | 2022-02-08 | 2022-04-12 | 中建七局第四建筑有限公司 | Method for mounting staircase overhanging I-steel with protection function |
| CN114319821B (en) * | 2022-02-08 | 2024-01-23 | 中建七局第四建筑有限公司 | Stair-room overhanging I-steel installation method with protection function |
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