CN109296256A - Assembling type fence in concrete and construction method - Google Patents
Assembling type fence in concrete and construction method Download PDFInfo
- Publication number
- CN109296256A CN109296256A CN201811443764.2A CN201811443764A CN109296256A CN 109296256 A CN109296256 A CN 109296256A CN 201811443764 A CN201811443764 A CN 201811443764A CN 109296256 A CN109296256 A CN 109296256A
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- Prior art keywords
- crossbeam
- pedestal
- concrete
- column
- hole
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- 238000010276 construction Methods 0.000 title claims abstract description 33
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims abstract description 57
- 238000000034 method Methods 0.000 claims abstract description 5
- 238000005119 centrifugation Methods 0.000 claims abstract description 4
- 229910000831 Steel Inorganic materials 0.000 claims description 67
- 239000010959 steel Substances 0.000 claims description 67
- 230000003014 reinforcing effect Effects 0.000 claims description 18
- 230000002787 reinforcement Effects 0.000 claims description 11
- 238000005452 bending Methods 0.000 claims description 9
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 4
- 238000005266 casting Methods 0.000 claims description 4
- 238000011065 in-situ storage Methods 0.000 claims description 2
- 239000007787 solid Substances 0.000 claims description 2
- 238000004519 manufacturing process Methods 0.000 abstract description 5
- 238000010586 diagram Methods 0.000 description 15
- 229920006335 epoxy glue Polymers 0.000 description 6
- 210000003205 muscle Anatomy 0.000 description 6
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 230000002421 anti-septic effect Effects 0.000 description 2
- 230000000994 depressogenic effect Effects 0.000 description 2
- 230000002708 enhancing effect Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000010413 gardening Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 230000002262 irrigation Effects 0.000 description 1
- 238000003973 irrigation Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000003032 molecular docking Methods 0.000 description 1
- 238000010422 painting Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H17/00—Fencing, e.g. fences, enclosures, corrals
- E04H17/14—Fences constructed of rigid elements, e.g. with additional wire fillings or with posts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
-
- 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
- E04H17/00—Fencing, e.g. fences, enclosures, corrals
- E04H17/14—Fences constructed of rigid elements, e.g. with additional wire fillings or with posts
- E04H17/20—Posts therefor
-
- 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
- E04H17/00—Fencing, e.g. fences, enclosures, corrals
- E04H17/14—Fences constructed of rigid elements, e.g. with additional wire fillings or with posts
- E04H17/20—Posts therefor
- E04H17/22—Anchoring means therefor, e.g. specially-shaped parts entering the ground; Struts or the like
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Fencing (AREA)
Abstract
The invention discloses a kind of assembling type fence in concrete and construction methods, including crossbeam, it is used to support the pedestal of crossbeam and the column being fixed on above crossbeam, enclosing structure is equipped between adjacent columns, corresponding position on the upside of the both ends of the crossbeam is equipped with the first notch, adjacent crossbeam seam crossing is set to form the first through hole of connection crossbeam inner space and column inner space, corresponding position on the downside of the both ends of crossbeam also is provided with the second notch, adjacent crossbeam seam crossing is set to form the second through-hole, concrete link block is equipped between crossbeam and pedestal, the crossbeam and pedestal with concrete link block adhesion.The present invention is using pre-tensioning system centrifugation steam curing process production, while guaranteeing component strength, vast resources is saved, while alleviating member dead weight, reduces the requirement of bottom surface bearing capacity, simple and quick construction, construction quality is guaranteed, uses based on prefabricated components, the mode supplemented by second pouring, while guaranteeing bonding strength and construction convenience, cost is reduced.
Description
Technical field
The present invention relates to a kind of concrete earthen walls, and in particular to a kind of assembling type fence in concrete and construction method.
Background technique
After traditional enclosure wall is masonry walls or live formwork concreting, levelling facing is painted, construction period is long；In recent years
Carrying out concrete earthen wall and obtains a degree of application, existing concrete enclosure wall own wt is big, and construction labor intensity is high, and
It has a single function, is not able to satisfy country and saves resource, the requirement of the industrial policy of Green Development.
Summary of the invention
The it is proposed of the present invention in view of the above problems, and a kind of assembling type fence in concrete of researching and designing and construction method.This
It is as follows to invent the technological means used:
A kind of assembling type fence in concrete including crossbeam, is used to support the pedestal of crossbeam and is fixed on vertical above crossbeam
Column, enclosing structure is equipped between adjacent columns, and the crossbeam and column are pre-tensioning system centrifugation hollow structure, the base supports
In the lower section of adjacent beams seam, the upside of the crossbeam is equipped with the of the inner space of connection crossbeam and the inner space of column
One through-hole, the first through hole is set to the end of crossbeam or the first notch by adjacent beams end is arranged in is spliced,
Corresponding position on the downside of the both ends of the crossbeam is equipped with the second notch, and adjacent crossbeam seam crossing is made to form the second through-hole, so that
The main reinforcement end of the crossbeam of second through-hole two sides corresponding position, which is extend out in the second through-hole, forms the first reinforced steel, the crossbeam
Concrete link block is equipped between pedestal, the crossbeam and pedestal reinforce steel with concrete link block adhesion, described first
Muscle is fixed in concrete link block, and the second reinforced steel is equipped between the pedestal and concrete link block, and described second adds
Gu reinforcing bar is bending reinforcing steel bar structure, second reinforced steel is hung on the first reinforced steel.
Further, the main reinforcement end of the crossbeam is equipped with tensioning sleeve, is equipped with screw thread, the base in the tensioning sleeve
It being set on seat there are two the second reinforced steel, two ends that two the second reinforced steels are embedded in base interior are connected with each other, and two
A second reinforced steel is hung on two the first reinforced steels respectively and is carried out by the tensioning sleeve of the first reinforced steel end
Limit, the column are fixed on the top of adjacent beams seam or are fixed on above the end of crossbeam, and the crossbeam is equipped with fixed
Position groove, the column are set in positioning groove.
Further, the upper surface of the pedestal is equipped with the supporting element of more than two adjustment heights.
Further, the inside of the pedestal is embedded with band internal thread screwed pipe, forms spiral shell in the upper surface of pedestal
Line blind hole, the supporting element are threaded rod, and the threaded rod and screwed pipe are screwed on cooperation, and can adjust spiral shell by rotating threaded rod
The height of rasp bar stretching pedestal upper surface.
Further, the side out of plumb of one or two end face of the crossbeam and crossbeam.
Further, the end face of the one end of the beam and the side of crossbeam are in 45 degree of angles.
Further, the lower end surface of the column is equipped with more than two fixed columns, and the crossbeam is equipped with and fixed column
Corresponding fixation hole, the fixed column are fixed in fixation hole.
Further, the fixed column is the main reinforcement of bar planting or end stretching column end face that one end is embedded in column,
Fixing pipe is equipped in the fixation hole.
Further, the fixed column is inserted link, is equipped with holding firmware in the fixation hole, the inserted link can be inserted into fixation hole
And it is fixed in fixation hole by holding firmware.
A kind of construction method of assembling type fence in concrete is the construction method of any one enclosure wall of the present invention,
Include the following steps:
A. the pedestal that upper end is equipped with reinforcing bar hanging ring is hung to the unwrapping wire position location of construction site and cuts reinforcing bar hanging ring
Two the second reinforced steels are formed, or base of the unwrapping wire position location cast in situs with the second rinforcement bar at the construction field (site)
Seat；
B. crossbeam is placed on pedestal, the second reinforced steel of bending is hung on the second reinforced steel on the first reinforced steel；
C. it is poured concrete into the second through-hole, the concrete of casting is made not have the first reinforced steel and second to reinforce steel
Muscle；
D. column is mounted on crossbeam, and enclosing structure is installed.
Compared with the prior art, assembling type fence in concrete of the present invention has the advantage that
1, crossbeam and column are hollow structure, are produced using centrifuging process, and concrete strength is high, and structure is more densely cross-linked,
In the identical situation of sectional area, material consumption is substantially reduced, anti-rotten, the freeze proof and durability of product is effectively improved, solves
Traditional enclosure wall because climate reasons intolerant to burn into it is easy to fall off and not durable caused by crack many quality problems such as avalanche；
2, crossbeam and column use pretensioned prestressing main reinforcement and cold-drawn stirrup, are substantially reducing the same of material consumption just now
When, effectively raise the bending resistance cracking resistance of crossbeam and column concrete；
3, crossbeam and column are all made of centrifugation steam curing process production, with short production cycle, flat appearance is smooth, are not necessarily to two
Secondary levelling painting improves construction efficiency while reducing site environment pollution；
4, enclosure wall is fabricated construction, and weatherproof of constructing, simple and quick construction, construction quality is guaranteed, saves
A large amount of labor costs, maintenance and repair are at low cost；
5, the mode based on prefabricated components, supplemented by second pouring is used, guarantees bonding strength and convenience of constructing
Meanwhile reducing cost；
6, laying channel of the inner space of enclosure wall exocentric structure as cable and pipeline, reduces the construction and excavation in soil,
Efficiently solve the problems, such as the use space in soil.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the embodiment of the present invention one.
Fig. 2 is the top view of Fig. 1.
Fig. 3 is the A-A cross-sectional view of Fig. 2 (without enclosing structure).
Fig. 4 is the structural schematic diagram of crossbeam described in the embodiment of the present invention one and embodiment two.
Fig. 5 is the right view of Fig. 4.
Fig. 6 is the left view of Fig. 4.
Fig. 7 is the structural schematic diagram of column described in the embodiment of the present invention.
Fig. 8 is the top view of Fig. 7.
Fig. 9 is the bottom view of Fig. 7.
Figure 10 is the structural schematic diagram of pedestal described in the embodiment of the present invention one.
Figure 11 is the top view of Figure 10.
Figure 12 is the structural schematic diagram of two adjacent crossbeam junctions in the embodiment of the present invention one.
Figure 13 is the structural schematic diagram of the junction of pedestal described in the embodiment of the present invention one and crossbeam.
Figure 14 is the position connection relationship signal of the first reinforced steel and the second reinforced steel described in the embodiment of the present invention
Figure.
Figure 15 is the structural schematic diagram of a crossbeam of right angle crook in the embodiment of the present invention.
Figure 16 is the structural schematic diagram of another crossbeam of right angle crook in the embodiment of the present invention.
Figure 17 is the structural schematic diagram of the two crossbeam junctions in right angle crook in the embodiment of the present invention.
Figure 18 is the C-C partial sectional view of Figure 17.
Figure 19 is the structural schematic diagram of the embodiment of the present invention two.
Figure 20 is the structural schematic diagram of two adjacent crossbeam junctions in the embodiment of the present invention two.
Figure 21 is the structural schematic diagram of the junction of pedestal described in the embodiment of the present invention two and crossbeam.
Figure 22 is the structural schematic diagram of the embodiment of the present invention three.
Figure 23 is the structural schematic diagram that the crossbeam of first through hole is arranged in the embodiment of the present invention three.
Figure 24 is the right view of Figure 23.
Figure 25 is the left view of Figure 24.
Figure 26 is the structural schematic diagram that the crossbeam of first through hole is not provided in the embodiment of the present invention three.
Figure 27 is the right view of Figure 26.
Figure 28 is the left view of Figure 26.
Specific embodiment
Embodiment one
As shown in figs. 1 to 14, a kind of assembling type fence in concrete including crossbeam 1, is used to support 2 and of pedestal of crossbeam 1
It is fixed on the column 3 of 1 top of crossbeam, is equipped with enclosing structure 4 between adjacent columns 3, the crossbeam 1 and column 3 are pre-tensioning system
Be centrifuged hollow structure, pre-tensioning system be concrete formation before prestressing force main reinforcement is stretched with reduce reinforcing bar extend simultaneously at
The production method that type concrete applies compression, the column 3 are fixed on the top of 1 seam of adjacent beams, and the pedestal 2 supports
Corresponding position on the upside of the lower section of 1 seam of adjacent beams, the both ends of the crossbeam 1 is equipped with the first notch 11, makes adjacent
Crossbeam seam crossing forms the first through hole 12 of connection crossbeam inner space and column inner space, the both ends downside of the crossbeam 1
Corresponding position also be provided with the second notch 13, so that adjacent 1 seam crossing of crossbeam is formed the second through-hole 14, so that 14 liang of the second through-hole
The main reinforcement end of the crossbeam 1 of side corresponding position extend out in the second through-hole 14 and forms the first reinforced steel 16, the crossbeam 1 and base
Concrete link block 5 is equipped between seat 2, the crossbeam 1 and pedestal 2 reinforce steel with 5 adhesion of concrete link block, described first
Muscle 16 is fixed in concrete link block 5, and the second reinforced steel 21 is equipped between the pedestal 2 and concrete link block 5, described
Second reinforced steel 21 is bending reinforcing steel bar structure, and second reinforced steel 21 is hung on the first reinforced steel 16.The enclosing
Structure 4 can be iron skill fence or fiber concrete coaming plate, be also possible to other enclosing structures, as long as being able to achieve the enclosing of enclosure wall
Function.
The main reinforcement end of the crossbeam 1 is equipped with tensioning sleeve 18, is equipped with screw thread, the crossbeam 1 in the tensioning sleeve 18
It is equipped with positioning groove 19, the column 3 is set in positioning groove 19.Second reinforced steel there are two being set on the pedestal 2
21, two the second reinforced steels 21 are embedded in the interconnection of two ends inside pedestal 2, form integral structure, that is to say, that
Practical two ends that the reinforcing bar in pedestal 2 is embedded in for a middle part of two the second reinforced steels 1, certain two second reinforcings
Reinforcing bar 21 or independent two reinforcing bars, two the second reinforced steels are hung on two the first reinforced steels respectively and pass through
The tensioning sleeve of first reinforced steel end is limited, that is to say, that the second reinforced steel is hung on the first reinforced steel simultaneously
The second reinforced steel is kept off on the first reinforced steel by the tensioning sleeve of end.For the present embodiment, two second reinforcings
The manufacturing process of reinforcing bar are as follows: 2 upper end of pedestal is embedded with reinforcing bar hanging ring, in transport and construction for carrying out hanging behaviour to pedestal 2
Make, after pedestal 2 is hung to required position, hanging ring is cut, forms two the second reinforced steels.The pedestal 2 of the present embodiment is flat
The upper surface of base-like structure, the pedestal 2 is equipped with groove corresponding with the second through-hole 14, and second reinforced steel is located at
Bottom portion of groove.
The lower end surface of the column 3 is equipped with more than two fixed columns 31, and the crossbeam is equipped with corresponding with fixed column 31
Fixation hole 17, the fixed column 31 is fixed in fixation hole 17.The fixed column 31 is that one end is embedded in the bar planting in column 3
Or the main reinforcement of column end face is stretched out in end, is equipped with fixing pipe 17 in the fixation hole 17.The fixed column 31 can also be inserted link,
Holding firmware is equipped in the fixation hole 17, the inserted link can be inserted into fixation hole 17 and fix in fixation hole 17 by holding firmware.
The inserted link and holding firmware form grafting joint structure, the grafting connector can for patent [2015204447851],
【2015207122349】、【2015206485006】、【2016200084213】、【2018210459188】、
Grafting connector described in [201821211028X], [2018108476777] or [2018108443237].The top of the column 3
End is equipped with headlamp 32, and the upper end of the column is equipped with lampshade, headlamp fixed plate 33 is equipped in lampshade, and the headlamp 32 is solid
It is scheduled in headlamp fixed plate 33.Column 3 is connected to the inner space of ground beam 1 by first through hole 12, can be used as headlamp
32 cable passage, the inner space of ground beam 1 can also be used as gardening irrigation or fire demand water pipe passage.
In order to adapt to different construction requirements, one or two end face of the crossbeam 1 can be vertical with the side of crossbeam 1
Can also be with out of plumb, the end face of normal stalk crossbeam is vertical with side, and crossbeam is sequentially connected non-stalk, for bending wall or arc
Shape wall, then end face and side be at an angle.For the right angle crook of enclosure wall, the end face of the one end of the beam and crossbeam
Side is in 45 degree of angles, then two adjacent crossbeams docking, is in an angle of 90 degrees, as shown in FIG. 15 to 18.
A kind of construction method of assembling type fence in concrete is the construction method of any one enclosure wall of the present invention,
Include the following steps:
A. the pedestal 2 that upper end is equipped with reinforcing bar hanging ring is hung to construction location, reinforcing bar hanging ring is cut, formed two second and add
Gu reinforcing bar 21 digs base seat groove on ground, levelling to base seat groove progress before placing pedestal 2, or unwrapping wire at the construction field (site) is fixed
Position location site pours the pedestal 2 with the second rinforcement bar 21；
B. crossbeam 1 is placed on pedestal 2, the second reinforced steel 21 of bending makes the second reinforced steel 21 be hung on the first reinforcing steel
On muscle 16, two the second reinforced steels 21 are hung on respectively on two the first reinforced steels 16；
C. it is poured concrete into the second through-hole, the concrete of casting is made not have the first reinforced steel and second to reinforce steel
Muscle, that is, second pouring operation is carried out, concrete link block 5 is formed after the concrete setting of second pouring, while will be adjacent
Two crossbeams 1 be connected and fixed with pedestal 2；
D. column is mounted on crossbeam, and enclosing structure is installed, it is recessed to the top of crossbeam junction before column is installed
Modified epoxy glue is smeared in slot, and will inject modified epoxy glue in fixation hole 17, and column 3 is placed on crossbeam connection
In the upper grooves at place, meanwhile, fixed column 31 is inserted into fixation hole 17, and modified epoxy glue extra in fixation hole 17 is squeezed
It is depressed into the gap between column and crossbeam, is formed and be tightly connected, guarantee the fastness of connection, while enhancing antiseptic property, protect
Demonstrate,prove the safety of enclosure wall inside cable route.
Embodiment two
As shown in Figure 19 to Figure 21, the assembling type fence in concrete of the present embodiment and embodiment one the difference is that,
The pedestal 2 includes Base body 23 and the back taper pilum 24 for being set to 23 lower section of Base body, is had suitable for the north freeze proof
The construction site of layer.The upper surface of the pedestal 2 is equipped with the supporting element 22 of more than two adjustment heights.The pedestal 2 it is interior
Portion is embedded with band internal thread screwed pipe 23, forms tapped blind hole in the upper surface of pedestal 2, the supporting element 22 is screw thread
Bar, the threaded rod and screwed pipe are screwed on cooperation, and can pass through the height of rotating threaded rod adjustment threaded rod stretching 2 upper surface of pedestal
Degree.The other structures of the present embodiment are the same as example 1.
A kind of construction method of assembling type fence in concrete is the construction method of any one enclosure wall of the present invention,
Include the following steps:
A. the pedestal 2 that upper end is equipped with reinforcing bar hanging ring is hung to construction location, base seat groove is dug on ground, by the pilum of pedestal 2
24 are driven underground in pedestal trench bottom, and reinforcing bar hanging ring is cut, and form two the second reinforced steels 21；
B. the height progress for adjusting supporting element 22 is levelling, and crossbeam 1 is placed on pedestal 2, and the second reinforced steel 21 of bending makes
Second reinforced steel 21 is hung on the first reinforced steel 16, and two the second reinforced steels 21 are hung on two the first reinforced steels respectively
On 16；
C. it is poured concrete into the second through-hole, the concrete of casting is made not have the first reinforced steel and second to reinforce steel
Muscle, that is, second pouring operation is carried out, concrete link block 5 is formed after the concrete setting of second pouring, while will be adjacent
Two crossbeams 1 be connected and fixed with pedestal 2；
D. column is mounted on crossbeam, and enclosing structure is installed, it is recessed to the top of crossbeam junction before column is installed
Modified epoxy glue is smeared in slot, and will inject modified epoxy glue in fixation hole 17, and column 3 is placed on crossbeam connection
In the upper grooves at place, meanwhile, fixed column 31 is inserted into fixation hole 17, and modified epoxy glue extra in fixation hole 17 is squeezed
It is depressed into the gap between column and crossbeam, is formed and be tightly connected, guarantee the fastness of connection, while enhancing antiseptic property, protect
Demonstrate,prove the safety of enclosure wall inside cable route.
Embodiment three
As shown in Figure 22 to Figure 28, the present embodiment and embodiment one the difference is that: the column 3 is fixed on crossbeam
The first through hole 12 and positioning groove 19 are set to the end of crossbeam 1 above 1 end, and it is two kinds that crossbeam 1, which is divided to, and one kind is two
End is respectively provided with the crossbeam of first through hole, and another kind is the crossbeam for being not provided with first through hole, and two kinds of girder spaces are arranged, correspondingly,
The crossbeam that first through hole 12 is arranged is fixedly arranged above two columns 3, is not provided with being not provided with column above the crossbeam of first through hole, by
The end of crossbeam is set in first through hole 12, although not coaxial with the second through-hole, horizontal distance is close, so still may be used
To carry out second pouring concrete to the second through hole by first through hole 12.In addition, in order to make effectively to be propped up below column 3
Support, the pedestal that 2 size of pedestal of the present embodiment is greater than embodiment one eats size, so that the vertical projection of 3 lower end surface of column is in base
In the supporting surface of seat 2.The other structures and construction method of the present embodiment are the same as example 1.
Embodiment described above only describe the preferred embodiments of the invention, not to model of the invention
It encloses and is defined, without departing from the spirit of the design of the present invention, those of ordinary skill in the art are to technical side of the invention
The various changes and improvements that case is made should all be fallen into the protection scope that claims of the present invention determines.
Claims (10)
1. a kind of assembling type fence in concrete, including crossbeam, the column that is used to support the pedestal of crossbeam and is fixed on above crossbeam,
Enclosing structure is equipped between adjacent columns, it is characterised in that: the crossbeam and column are pre-tensioning system centrifugation hollow structure, described
Base supports are equipped with the inner space of connection crossbeam and the inside of column in the lower section of adjacent beams seam, the upside of the crossbeam
The first through hole in space, the first through hole is set to the end of crossbeam or the first notch by adjacent beams end is arranged in is spelled
It connects, the corresponding position on the downside of the both ends of the crossbeam is equipped with the second notch, so that adjacent crossbeam seam crossing is formed second logical
Hole, so that the main reinforcement end of the crossbeam of the second through-hole two sides corresponding position, which is extend out in the second through-hole, forms the first reinforced steel,
Be equipped with concrete link block between the crossbeam and pedestal, the crossbeam and pedestal with concrete link block adhesion, described the
One reinforced steel is fixed in concrete link block, and the second reinforced steel, institute are equipped between the pedestal and concrete link block
Stating the second reinforced steel is bending reinforcing steel bar structure, and second reinforced steel is hung on the first reinforced steel.
2. assembling type fence in concrete according to claim 1, it is characterised in that: the main reinforcement end of the crossbeam, which is equipped with, opens
It helps pull a cart cylinder, screw thread is equipped in the tensioning sleeve, set that there are two the second reinforced steel, two the second reinforced steels on the pedestal
Two ends for being embedded in base interior are connected with each other, and two the second reinforced steels are hung on two the first reinforced steels simultaneously respectively
It is limited by the tensioning sleeve of the first reinforced steel end, the column is fixed on top or the fixation of adjacent beams seam
Above the end of crossbeam, the crossbeam is equipped with positioning groove, and the column is set in positioning groove.
3. assembling type fence in concrete according to claim 2, it is characterised in that: the upper surface of the pedestal is equipped with two
The supporting element of a above adjustment height.
4. assembling type fence in concrete according to claim 2, it is characterised in that: the inside of the pedestal, which is embedded with, to be had
The screwed pipe of internal screw thread forms tapped blind hole in the upper surface of pedestal, and the supporting element is threaded rod, the threaded rod and screw thread
Pipe is screwed on cooperation, and can pass through rotating threaded rod and adjust the height that threaded rod stretches out pedestal upper surface.
5. assembling type fence in concrete according to claim 1, it is characterised in that: one or two end face of the crossbeam
With the side out of plumb of crossbeam.
6. assembling type fence in concrete according to claim 5, it is characterised in that: the end face of the one end of the beam and crossbeam
Side be in 45 degree of angles.
7. assembling type fence in concrete as claimed in any of claims 1 to 6, it is characterised in that: the column
Lower end surface is equipped with more than two fixed columns, and the crossbeam is equipped with fixation hole corresponding with fixed column, and the fixed column is fixed
In fixation hole.
8. assembling type fence in concrete according to claim 7, it is characterised in that: the fixed column is embedded in vertical for one end
The main reinforcement of column end face is stretched out in bar planting or end in column, is equipped with fixing pipe in the fixation hole.
9. assembling type fence in concrete according to claim 7, it is characterised in that: the fixed column is inserted link, described solid
Determine to be equipped with holding firmware in hole, the inserted link can be inserted into fixation hole and fix in fixation hole by holding firmware.
10. a kind of construction method of assembling type fence in concrete, for applying for any one enclosure wall described in claim 1 to 9
Work method, characterized by the following steps:
A. the pedestal that upper end is equipped with reinforcing bar hanging ring is hung to the unwrapping wire position location of construction site and is cut reinforcing bar hanging ring to be formed
Two the second reinforced steels, or pedestal of the unwrapping wire position location cast in situs with the second rinforcement bar at the construction field (site)；
B. crossbeam is placed on pedestal, the second reinforced steel of bending is hung on the second reinforced steel on the first reinforced steel；
C. it is poured concrete into the second through-hole, the concrete of casting is made not have the first reinforced steel and the second reinforced steel；
D. column is mounted on crossbeam, and enclosing structure is installed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811443764.2A CN109296256A (en) | 2018-11-29 | 2018-11-29 | Assembling type fence in concrete and construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811443764.2A CN109296256A (en) | 2018-11-29 | 2018-11-29 | Assembling type fence in concrete and construction method |
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| Publication Number | Publication Date |
|---|---|
| CN109296256A true CN109296256A (en) | 2019-02-01 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201811443764.2A Pending CN109296256A (en) | 2018-11-29 | 2018-11-29 | Assembling type fence in concrete and construction method |
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Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN206562836U (en) * | 2017-02-27 | 2017-10-17 | 鹤壁东江建筑工业科技有限公司 | Fully-prefabricated assembled enclosure wall |
| CN206571248U (en) * | 2017-03-15 | 2017-10-20 | 建华建材（天津）有限公司 | A kind of Assembled enclosing wall |
| CN207033059U (en) * | 2017-07-03 | 2018-02-23 | 袁雪峰 | A kind of concrete earthen wall |
| CN209482822U (en) * | 2018-11-29 | 2019-10-11 | 袁雪峰 | Assembling type fence in concrete |
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| CN206562836U (en) * | 2017-02-27 | 2017-10-17 | 鹤壁东江建筑工业科技有限公司 | Fully-prefabricated assembled enclosure wall |
| CN206571248U (en) * | 2017-03-15 | 2017-10-20 | 建华建材（天津）有限公司 | A kind of Assembled enclosing wall |
| CN207033059U (en) * | 2017-07-03 | 2018-02-23 | 袁雪峰 | A kind of concrete earthen wall |
| CN209482822U (en) * | 2018-11-29 | 2019-10-11 | 袁雪峰 | Assembling type fence in concrete |
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