CN107338909A - A kind of construction method of the whole imitative stone column of stone, reinforced concrete combination - Google Patents
A kind of construction method of the whole imitative stone column of stone, reinforced concrete combination Download PDFInfo
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- CN107338909A CN107338909A CN201710497942.9A CN201710497942A CN107338909A CN 107338909 A CN107338909 A CN 107338909A CN 201710497942 A CN201710497942 A CN 201710497942A CN 107338909 A CN107338909 A CN 107338909A
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
- E04C3/34—Columns; Pillars; Struts of concrete other stone-like material, with or without permanent form elements, with or without internal or external reinforcement, e.g. metal coverings
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Abstract
The invention discloses a kind of whole imitative stone column of stone, reinforced concrete combination, including armored concrete and four blocks of whole stones, armored concrete is made up of the first bar-mat reinforcement and concrete, first bar-mat reinforcement is vertically arranged and bottom is fixed at the construction location of substrate, each whole stone is mutually spliced to form hollow columnar respectively, first bar-mat reinforcement is enclosed in interior, the madial wall of each whole stone in the horizontal direction on respectively correspond to vertically be implanted into each second reinforcing bar, the free end of each second reinforcing bar overlaps on the first bar-mat reinforcement nearby respectively, pass through L-type angle steel between two blocks of adjacent whole stones, the cooperation of screw bolt and nut is fixed together, concreting is in the hollow structure that each whole stone and substrate enclose.The hollow structure being made up of four blocks of whole stones and substrate surrounds armored concrete, and each whole stone and substrate can be as the reinforcing templates of armored concrete, after armored concrete condenses, without splicing seam is evident that on the lateral wall of imitative stone column, increase the overall aesthetics of imitative stone column and the authenticity of outward appearance.
Description
Technical field
The present invention relates to the realm of building construction, and stone column is imitated more specifically to a kind of whole stone-reinforced concrete combination
Construction method.
Background technology
At present, the mode of the imitative stone generally use armored concrete dry-hang stone of combination, which is built, forms, i.e. the imitative stone bag of this combination
Armored concrete and TERRAZZO are included, each TERRAZZO is attached on the lateral wall of armored concrete, and its construction procedure is：First
The pillar or beam of armored concrete are built, is then sticked each TERRAZZO in the lateral wall of pillar or beam again.
The combination that such a mode is built imitates stone to its building size without too big limitation, but because each TERRAZZO is
Cladding in the pillar or the lateral wall of beam that are built by armored concrete, and current each TERRAZZO is square-shaped, therefore can be with
The seam spliced intuitively is seen between adjacent two blocks of stone materials, influences exterior appearance.
The content of the invention
It is an object of the invention to provide the construction method that a kind of whole stone-reinforced concrete combination imitates stone column, its construction is convenient,
Efficiency of the practice is high.
To reach above-mentioned purpose, solution of the invention is：
A kind of whole stone-reinforced concrete combination imitates the construction method of stone column, including armored concrete, the armored concrete
It is made up of the first bar-mat reinforcement and concrete, first bar-mat reinforcement is vertically arranged and bottom is fixed at the construction location of substrate
Place, in addition to four blocks of whole stones, each whole stone is mutually spliced to form hollow columnar respectively, by first bar-mat reinforcement enclose in
It is interior, and the madial wall of each whole stone in the horizontal direction on respectively correspond to vertically be implanted into more second reinforcing bars, each second steel
The free end of muscle is overlapped on first bar-mat reinforcement nearby respectively, passes through L-type angle steel, spiral shell between adjacent two blocks of whole stones
The cooperation of screw bolt and nut is fixed together, wherein the concreting is in each whole stone and the substrate enclose
In hollow structure；
The construction method that the whole stone-reinforced concrete combination imitates stone column is as follows：
(1), prepare four pieces or four multiple whole stone, plural block L-type angle steel, a plurality of bolts and a plurality of nuts, with
And the concrete needed for armored concrete, complex root first longitudinal direction reinforcing bar, the plural number needed for the stirrup of complex root first and each whole stone
The reinforcing bar of root second, and determine that whole stone-reinforced concrete combination imitates the construction location of stone column in substrate construction；
(2) construction location, being fixedly arranged on the part first longitudinal direction reinforcing bar respectively in substrate construction in step (1)
Place, and the first stirrup described in colligation on the first longitudinal direction reinforcing bar form first time bar-mat reinforcement, and described the of this part
The upper end of one longitudinal reinforcement protrudes from substrate；
(3) the first mounting hole, is drilled with respectively to the two-arm of each L-type angle steel, the surface of each whole stone is carried out
Processing, should meet the requirement of the buried depth of bar planting respectively according to the hole depth of each stone mounting hole, the madial wall of each whole stone edge respectively
Horizontal direction is equidistantly vertically drilled with multiple stone mounting holes, then clears up each first mounting hole and each stone mounting hole, afterwards each stone
Bonding agent is injected separately into mounting hole, each second reinforcing bar is vertically consolidated in corresponding stone mounting hole in the horizontal direction respectively
It is interior；
(4) it is, after the bonding agent intensity reaches requirement, three blocks of whole stones are mutual along each second reinforcing bar respectively
Close direction is lifted on the periphery of the construction location in step (2), each second reinforcing bar is respectively positioned on three blocks of whole stones
Semi-surrounding in the range of, the overall lateral cross section after three pieces of whole stones liftings are in place is in " Contraband " font shape, now described
The upper end of first time bar-mat reinforcement is located at the bottom that three blocks of whole stone partly encloses；
(5), determine the two-arm of each L-type angle steel in step (3) respectively on the madial wall of two blocks of adjacent whole stone
Installation site, correspond in the installation site of every block of whole stone at corresponding first mounting hole and be drilled with the second peace respectively
Fill hole；
(6) each second mounting hole, is cleared up, each bolt in step (1) is mounted respectively to corresponding described second
In mounting hole, after intensity reaches requirement, by each L-type angle steel respectively by corresponding first mounting hole with it is corresponding
The bolt be installed together, and screw in the nut that mutually arranges, the two adjacent whole stones reinforced；
(7) after the completion of, treating step (6), short transverse of the remaining first longitudinal direction reinforcing bar along each whole stone is tied up
The upper end of first longitudinal direction reinforcing bar of the continued access described in step (2), and remaining first stirrup of colligation are pricked, is formed on first
Bar-mat reinforcement, bar-mat reinforcement forms first bar-mat reinforcement on first time bar-mat reinforcement and described first；, will be each in process of binding
The free end of second reinforcing bar is overlapped on first bar-mat reinforcement nearby respectively；
(8), the 4th block of whole stone is lifted into step (4) by each second reinforcing bar thereon in the way of inwardly
The opening that three blocks of whole stone partly encloses, after lifting is in place, four blocks of whole stones enclose first bar-mat reinforcement in interior, and
The 4th block of whole stone whole stone adjacent thereto is fixed by the cooperation of the L-type angle steel, the bolt and the nut
Together；
(9) after the completion of, treating step (8), four blocks of whole stones enclose the pillar with upper shed with substrate；
(10) after the completion of, treating step (1)-step (9), concrete is poured into a mould from the upper shed in step (9), treats that concrete coagulates
Just whole stone-reinforced concrete combination is obtained after knot and imitates stone column.
The outside of each whole stone is erected with multiple auxiliary templates and/or reinforcing for whole stone described in temperature pier respectively
Part.
Each reinforcing member is reinforcing pipe.
In step (7), by the requirement of the acceptance criteria of reinforcement welding, by the free end of each second reinforcing bar and described the
The lap-joint of one bar-mat reinforcement is welded.
The bonding agent is anchoring adhesive or epoxy glue.
Interleaving agent, and the junction difference of adjacent two blocks of whole stone are coated with the madial wall of each whole stone respectively
It is coated with interleaving agent.
After said structure, the present invention has the advantages that：
First, armored concrete is surrounded by four blocks of whole stones, on the one hand four blocks of whole stones and substrate can be as armored concrete
Sizing, reinforcing template, and there is the advantages of appearance and size that is easy for construction, can precisely grasping the imitative stone column of combination, another aspect steel
After reinforced concrete condenses, combine on the lateral wall of imitative stone column without splicing seam is evident that, increase the integrated beauty of imitative stone column
The authenticity of the property seen and outward appearance, and secondary decoration need not be carried out.
2nd, because armored concrete is located in hollow structure, part of the force of the armored concrete as imitative stone column, and it is each whole
Stone respectively with the first bar-mat reinforcement in armored concrete by more second bar splicings together with, strengthen the entirety of imitative stone column
Stress performance.
3rd, by spraying interleaving agent on the madial wall of each whole stone, after injecting concrete so that the madial wall and steel of whole stone
Flexible layer is formed between reinforced concrete, with alleviate between whole stone and armored concrete deformation caused by temperature stress and there may be
Cracking phenomena；Also, due to being also coated with interleaving agent between two adjacent whole stones, when injecting concrete, coagulation can be obstructed
Gap penetration of the soil between each whole stone comes out the surface of dirty each whole stone of dye, so as to reduce the cleaning in later stage and the work of finishing
Amount, and then save time and financial cost.
4th, the outside of each whole stone is erected with several reinforcing members and auxiliary template in a conventional way respectively, to reinforce
Corresponding whole stone, prevents from rocking when whole stone is unguyed, to reach the purpose that each whole stone consolidates on the whole.
Brief description of the drawings
Fig. 1 is the sectional view of the present invention.
Fig. 2 is the connection diagram of whole stone and L-type angle steel in the present invention.
Fig. 3 is the sectional view of another structure of the present invention.
In figure：
The whole stone 11- upper sheds of 1-
The upper bar-mat reinforcements of side opening 2- first of 12-
3- the second reinforcing bar 4-L type angle steel
5- beam bottom plates
Embodiment
In order to which technical scheme is explained further, the present invention is explained in detail below by specific embodiment
State.
A kind of whole stone-reinforced concrete combination imitates stone structure body, as Figure 1-3, including armored concrete and at least four
The whole stone 1 of block, this armored concrete are made up of more first bar-mat reinforcements 2 and concrete, and each first bar-mat reinforcement 2 is vertically arranged, and
Bottom is fixed on the construction location of substrate；Or length direction of each first bar-mat reinforcement 2 along beam sets and is positioned over beam
On bottom plate.
In the present invention, each whole stone 1 is square-shaped.
Wherein, above-mentioned substrate can enclose the cylinder with upper shed with four blocks of whole stones；Or above-mentioned beam bottom plate and four
The whole stone of block can enclose the crossbeam with upper side opening；Or above-mentioned beam bottom plate and five pieces can whole stone enclose complete horizontal stroke
Beam.
Embodiment one
In the present embodiment, it is that whole stone-reinforced concrete combination imitates stone that this whole stone-reinforced concrete combination, which imitates stone structure body,
Post.
As shown in Figure 1-2, the present embodiment so that four blocks of whole stones 1 and substrate enclose imitative stone column as an example, press respectively by four blocks of whole stones 1
Conventional mode fixed placement is in substrate, and mutually splicing is in hollow columnar to each whole stone 1 respectively, under each first bar-mat reinforcement 2
Portion is fixedly arranged on the construction location of substrate in the usual way respectively.
Specifically, four blocks of whole stones 1 and the construction location of substrate enclose the pillar with hollow structure and upper shed 11, respectively
First bar-mat reinforcement 2 is respectively positioned in this hollow structure.Also, the lateral cross section of two blocks of adjacent whole stone 1 is in L fonts, between the two
It is fixed together by multiple L-type angle steel 4, and each L-type angle steel is respectively along the short transverse mounting arrangements of cylinder；With two pieces
Exemplified by adjacent whole stone 1, each L-type angle steel 4 is respectively positioned in above-mentioned hollow structure, and each L-type angle steel 4 is equally spacedly installed in respectively
Corner between the two, the two-arm of each L-type angle steel 4 opening position corresponding with the madial wall of two whole stones 1 offer confession respectively
The first mounting hole and the second mounting hole that bolt penetrates, and the nut that each bolt is equipped with respectively, pass through two-by-two corresponding
The cooperation of one mounting hole and the second mounting hole and bolt, nut, each L-type angle steel 4 is screw-locked to the corresponding positions of two blocks of whole stone 1 respectively
Place is put, to reinforce two blocks of whole stones 1.Similarly, adopt between other two blocks of adjacent whole stones and reinforced in manner just described.This
Outside, concrete is poured into hollow structure by above-mentioned upper shed 11.
Meanwhile the middle part of the madial wall of each whole stone 1 equally spacedly offer in the horizontal direction respectively it is vertical for the second reinforcing bar 3
Several stone mounting holes of insertion, and bonding agent has been injected separately into each stone mounting hole, one end of each second reinforcing bar 3 passes through respectively
Above-mentioned bonding agent is fixedly arranged in corresponding stone mounting hole, and now the free end of each second reinforcing bar 3 is overlapped in the first steel nearby respectively
Muscle net 2, to strengthen the fastness between four blocks of whole stones 1.It is preferred that the free end of each second reinforcing bar 3 and taking for the first bar-mat reinforcement
The place of connecing welds together, and further strengthens the steadiness between the whole bar-mat reinforcement 2 of stone 1 and first.
Preferably, on same whole stone 1, spacing is 300mm between two adjacent stone mounting holes.
Further, it is coated with interleaving agent on the madial wall of each whole stone 1 respectively, the madial wall between two blocks of adjacent whole stones 1
Junction be also coated with interleaving agent, this interleaving agent is pitch or waterproof coating of high molecular polymer etc..
Compared with prior art, the present invention wraps up armored concrete by four blocks of whole stones, on the one hand four blocks of whole stones and substrate
Sizing that can be as armored concrete, reinforcing template, and with appearance and size easy for construction, can precisely grasping the imitative stone column of combination
The advantages of, after another aspect reinforced concrete earth forming, the lateral wall of imitative stone column increases imitative stone column without splicing seam is evident that
Overall aesthetics.Simultaneously as armored concrete is located in hollow structure, therefore forced section of the armored concrete as imitative stone column
Point, and each whole stone is linked together with the first bar-mat reinforcement in armored concrete by more second reinforcing steel implants respectively, is strengthened
The holistic resistant behavior of imitative stone column.
The present invention also proposes the construction method according to the imitative stone column of whole stone-reinforced concrete combination in above-described embodiment：
(1), prepare four pieces or four multiple whole stone, plural block L-type angle steel, a plurality of bolts and a plurality of nuts, with
And the concrete needed for armored concrete, complex root first longitudinal direction reinforcing bar, the plural number needed for the stirrup of complex root first and each whole stone
The reinforcing bar of root second, and determine that whole stone-reinforced concrete combination imitates the construction location of stone column in substrate construction；
(2) construction location, being fixedly arranged on the part first longitudinal direction reinforcing bar respectively in substrate construction in step (1)
Place, and the first stirrup described in colligation on the first longitudinal direction reinforcing bar form first time bar-mat reinforcement, and described the of this part
The upper end of one longitudinal reinforcement protrudes from substrate；
(3) the first mounting hole, is drilled with respectively to the two-arm of each L-type angle steel, the surface of each whole stone is carried out
Processing, should meet the requirement of the buried depth of bar planting respectively according to the hole depth of each stone mounting hole, the madial wall of each whole stone edge respectively
Horizontal direction is equidistantly vertically drilled with multiple stone mounting holes, then clears up each first mounting hole and each stone mounting hole, afterwards each stone
Bonding agent is injected separately into mounting hole, each second reinforcing bar is vertically consolidated in corresponding stone mounting hole in the horizontal direction respectively
It is interior；
(4) it is, after the bonding agent intensity reaches requirement, three blocks of whole stones are mutual along each second reinforcing bar respectively
Close direction is lifted on the periphery of the construction location in step (2), each second reinforcing bar is respectively positioned on three blocks of whole stones
Semi-surrounding in the range of, the overall lateral cross section after three pieces of whole stones liftings are in place is in " Contraband " font shape, now each institute
The upper end for stating the first reinforcing bar is located at the bottom that three blocks of whole stone partly encloses；
(5), the outside of each whole stone 1 is set up in a conventional way respectively multiple reinforcing members, and each reinforcing member is respectively
The steel pipe of reinforcing；
(6), determine the two-arm of each L-type angle steel in step (3) respectively on the madial wall of two blocks of adjacent whole stone
Installation site, correspond in the installation site of every block of whole stone at corresponding first mounting hole and be drilled with the second peace respectively
Fill hole；
(7) each second mounting hole, is cleared up, each bolt in step (1) is mounted respectively to corresponding described second
In mounting hole, after intensity reaches requirement, by each L-type angle steel respectively by corresponding first mounting hole with it is corresponding
The bolt be installed together, and screw in the nut that mutually arranges, the two adjacent whole stones reinforced；
(8) after the completion of, treating step (7), short transverse of the remaining first longitudinal direction reinforcing bar along each whole stone is tied up
The upper end of first longitudinal direction reinforcing bar of the continued access described in step (2), and remaining first stirrup of colligation are pricked, is formed on first
Bar-mat reinforcement, bar-mat reinforcement forms first bar-mat reinforcement on first time bar-mat reinforcement and described first；, will be each in process of binding
The free end of second reinforcing bar is overlapped on first bar-mat reinforcement nearby respectively；
(9), the 4th block of whole stone is lifted into step (4) by each second reinforcing bar thereon in the way of inwardly
The opening that three blocks of whole stone partly encloses, after lifting is in place, four blocks of whole stones enclose first bar-mat reinforcement in interior, and
The 4th block of whole stone whole stone adjacent thereto is fixed by the cooperation of the L-type angle steel, the bolt and the nut
Together；
(10) after the completion for the treatment of step (9), four blocks of whole stones enclose the pillar with upper shed with substrate；
(11) after the completion of, treating step (1)-step (9), concrete is poured into a mould from the upper shed in step (9)；；
(12) whole stone-reinforced concrete combination, is just obtained after concrete coagulation and imitates stone column, now can dismantling step
(5) reinforcing member in.
It should be noted that：Foregoing each whole stone 1 first can carry out concentrating manufacture and processing in factory.
Preferably, after the completion for the treatment of step (3), certain thickness isolation is sprayed respectively to the madial wall of four blocks of whole stones 1
Agent, and after the completion for the treatment of step (4), certain thickness interleaving agent is sprayed respectively to the junction of the madial wall between each whole stone,
Pollute the outer of each whole stone in the outside for going out whole stone 1 to obstruct during step (11) concrete along the gap penetration of whole stone 1
Side wall, reduce the cleaning in later stage and the workload of finishing, save time and financial cost, meanwhile, can after concrete coagulation
So that flexible layer together with being formed between whole stone 1 and the contact surface of armored concrete, coordinates temperature between whole stone 1 and armored concrete
Deformation and issuable cracking phenomena caused by stress.
In addition, in step (5), the outside of each whole stone 1 can also overlap the auxiliary mould for being commonly used for reinforcing in the usual way
Plate.
Preferably, the free end of every second reinforcing bar 3 in step (8) is welded with the first bar-mat reinforcement 2.
After above-mentioned construction method, because each whole stone is manufactured and handled in the factory in advance, so, to reduce operation
The transfer of personnel and the multiple transhipment of raw material, loss when each whole stone is handled at the scene is avoided, and it constructed at the scene
Cheng Zhong, it can directly carry out lifting use, field conduct efficiency high, quick construction.
Embodiment two
In the present embodiment, it is that whole stone-reinforced concrete combination imitates stone that this whole stone-reinforced concrete combination, which imitates stone structure body,
Beam.
As Figure 2-3, so that four blocks of whole stones 1 and beam bottom plate 5 enclose imitative stone beam as an example, each whole stone 1 is distinguished routinely
Mode is fixedly installed on beam bottom plate 5, and each whole stone 1 is mutually spliced to form hollow beam-like, length of first bar-mat reinforcement 2 along beam respectively
Degree direction sets and is positioned on beam bottom plate 5.Wherein, this beam bottom plate 5 is in a conventional way with parallel to the installation of the direction on ground
In on construction location.
In the present embodiment, beam bottom plate 5 is also whole stone.
Specifically, four blocks of whole stones 1 and beam bottom plate 5 enclose the crossbeam with hollow structure and upper side opening 12, the first steel
Muscle net 2 is located in this hollow structure, and each whole stone 1 is located at front side, rear side, left side and the right side of beam bottom plate 5 respectively, also, adjacent
The lateral cross section of two blocks of whole stone 1 be in L fonts, be fixed together between the two by multiple L-type angle steel 4, and each L-type angle
Steel is respectively along depth of beam direction mounting arrangements.Wherein, institute in embodiment one is pressed between adjacent two blocks whole stones 1 and L-type angle steel 4
The mode stated is fixedly mounted.In the present embodiment, concrete is poured into this hollow structure by above-mentioned upper side opening 12.
Meanwhile the middle part of the madial wall of each whole stone 1 is equidistantly vertically drilled with multiple stone mounting holes in the horizontal direction respectively,
Each second reinforcing bar 3 is inserted perpendicularly into corresponding stone mounting hole in the horizontal direction respectively, and each stone mounting hole presses embodiment one
Described in mode together with the second reinforcing bar gluing.
Preferably, it is the overall aesthetics of the imitative stone beam of increase, one block of upper whole stone can be also set up in the present embodiment, on this
The width of whole stone is equal to the distance between two relative whole stones, and upper whole stone can in the usual way be fixed and fit in side opening 12
Place.Wherein, the size of beam bottom plate 5, shape are adapted with size, the shape of upper whole stone.
The present invention also proposes the construction method according to the imitative stone beam of whole stone-reinforced concrete combination in above-described embodiment：
(1) four blocks of whole stones, are prepared, the beam bottom plate with the length adaptation of beam, plural block L-type angle steel, a plurality of bolts and multiple
Needed for several nuts, the concrete needed for armored concrete, complex root first longitudinal direction reinforcing bar, the stirrup of complex root first and each whole stone
The reinforcing bar of complex root second, and determine the installation site of beam bottom plate；
(2), the two-arm of each L-type angle steel is drilled with the first mounting hole respectively, and the surface of each whole stone is handled,
Hole depth according to each stone mounting hole should meet the requirement of the buried depth of bar planting respectively, and the madial wall of each whole stone is respectively along water
Square to multiple stone mounting holes are equidistantly vertically drilled with, each first mounting hole and each stone mounting hole are then cleared up, it
Bonding agent is injected separately into each stone mounting hole afterwards, each second reinforcing bar is vertically consolidated in correspondingly in the horizontal direction respectively
The stone mounting hole in；
(3), the beam bottom plate is installed in installation site by mode common in building field, by each described first
Longitudinal reinforcement and each first stirrup carry out colligation in the usual way, form the first bar-mat reinforcement, and this first bar-mat reinforcement is put
It is placed on the beam bottom plate；
(4) it is, after the bonding agent intensity reaches requirement, four blocks of whole stones are mutual along each second reinforcing bar respectively
Close direction is lifted on the beam bottom plate, after lifting is in place, four blocks of whole stones respectively positioned at the front side of the beam bottom plate,
Rear side, left side and right side, four blocks of whole stones and the beam bottom plate enclose the crossbeam with upper side opening, and four pieces described whole
Stone encloses first bar-mat reinforcement in the inner；
(5), the outside of each whole stone 1 is set up in a conventional way respectively multiple reinforcing members, and each reinforcing member is respectively
Steel pipe；
(6), in hoisting process, the free end of each second reinforcing bar on every block of whole stone is overlapped in nearby respectively
On first bar-mat reinforcement；
(7), after the completion of every piece of whole stone lifting, it is both needed to determine the two-arm of each L-type angle steel respectively adjacent two
The installation site of the madial wall of whole stone described in block, corresponding first peace is corresponded in the installation site of every block of whole stone
Dress is drilled with the second mounting hole respectively at hole, then clears up each second mounting hole, and each bolt is mounted respectively to correspondingly
Second mounting hole in, after intensity reaches requirement, by each L-type angle steel respectively pass through it is corresponding it is described first installation
Hole is installed together with the corresponding bolt, and screws in the nut mutually arranged, and the two adjacent whole stones are carried out
Reinforce；
(8) after the completion of, treating step (1)-step (7), from the upside opening cast concrete in step (4).
(9) whole stone-reinforced concrete combination, is just obtained after concrete coagulation and imitates stone beam, now can dismantling step (5)
Described reinforcing member.
It should be noted that：Foregoing each whole stone 1 first can carry out concentrating manufacture and processing in factory.
Preferably, after the completion for the treatment of step (2), certain thickness interleaving agent is sprayed to every block of whole stone, and treat step
(4) after the completion of, certain thickness interleaving agent is also sprayed respectively to the junction of the madial wall between each whole stone 1.
Preferably, in step (6), the free end of every second reinforcing bar 3 and the lap-joint of the first bar-mat reinforcement 2 are carried out
Welding.
Preferably, prepare another block of whole stone, i.e., upper whole stone, after concrete to be cast, upper whole stone is fitted in into step
(8) the upside opening in, to form complete crossbeam.
In the present invention, reinforcing member is the steel pipe of reinforcing common in existing building field；In addition, in step (5), respectively
The outside of whole stone 1 can also overlap the auxiliary template for being commonly used in reinforcing in the usual way..
In the present invention, bonding agent is anchoring adhesive or epoxy glue.
Preferably, embossment processing is done on the lateral wall of each whole stone, with the aesthetic property that increase is overall.
In the present invention, each second reinforcing bar meets " reinforcement welding and receiving gauge with the welding of corresponding first reinforcing bar respectively
The national regulation such as journey JGJ18-1012 " and " reinforcement welding connector test method standard (JGJ/T 27-2014) " and code will
Ask.Whole stone-Combined concrete imitate armored concrete in stone partially due to be load-bearing primary structure member, therefore according to " building aseismicity is set
Count specification (GB50011-2010) " and " national regulation such as Design Code of Reinforced Concrete GB50010-2010 " and code are tied
The calculating of structure.
It the foregoing is only the preferred embodiment of the present embodiment, all equivalent changes done with scope of the invention as claimed
And modification, scope of the presently claimed invention all should be belonged to.
Claims (6)
1. a kind of whole stone-reinforced concrete combination imitates the construction method of stone column, including armored concrete, the armored concrete by
First bar-mat reinforcement and concrete are formed, and first bar-mat reinforcement is vertically arranged and bottom is fixed at the construction location of substrate
Place, in addition to four blocks of whole stones, each whole stone is mutually spliced to form hollow columnar respectively, by first bar-mat reinforcement enclose in
It is interior, and the madial wall of each whole stone in the horizontal direction on respectively correspond to vertically be implanted into more second reinforcing bars, each second steel
The free end of muscle is overlapped on first bar-mat reinforcement nearby respectively, passes through L-type angle steel, spiral shell between adjacent two blocks of whole stones
The cooperation of screw bolt and nut is fixed together, wherein the concreting is in each whole stone and the substrate enclose
In hollow structure；
Characterized in that, the construction method that the whole stone-reinforced concrete combination imitates stone column is as follows：
(1), prepare four pieces or four multiple whole stone, plural block L-type angle steel, a plurality of bolts and a plurality of nuts, Yi Jigang
Complex root needed for concrete needed for reinforced concrete, complex root first longitudinal direction reinforcing bar, the stirrup of complex root first and each whole stone
Two reinforcing bars, and determine that whole stone-reinforced concrete combination imitates the construction location of stone column in substrate construction；
(2), at the construction location for being fixedly arranged on the part first longitudinal direction reinforcing bar in step (1) respectively in substrate construction, and
The first stirrup described in colligation on the first longitudinal direction reinforcing bar, first time bar-mat reinforcement is formed, and described the first of this part is vertical
Substrate is protruded to the upper end of reinforcing bar；
(3) the first mounting hole, is drilled with respectively to the two-arm of each L-type angle steel, the surface of each whole stone is handled,
Hole depth according to each stone mounting hole should meet the requirement of the buried depth of bar planting respectively, and the madial wall of each whole stone is respectively along level side
To multiple stone mounting holes are equidistantly vertically drilled with, each first mounting hole and each stone mounting hole are then cleared up, afterwards each stone mounting hole
Bonding agent is inside injected separately into, each second reinforcing bar is vertically consolidated in corresponding stone mounting hole in the horizontal direction respectively；
(4) it is, after the bonding agent intensity reaches requirement, three blocks of whole stones are close to each other along each second reinforcing bar respectively
Direction be lifted on the periphery of the construction location in step (2), each second reinforcing bar is respectively positioned on the half of three blocks of whole stone
In the range of encirclement, the overall lateral cross section after three pieces of whole stones liftings are in place is in " Contraband " font shape, and now described first
The upper end of lower bar-mat reinforcement is located at the bottom that three blocks of whole stone partly encloses；
(5) the two-arm installation on the madial wall of two blocks of adjacent whole stone respectively of each L-type angle steel in step (3), is determined
Position, correspond in the installation site of every block of whole stone at corresponding first mounting hole and be drilled with the second installation respectively
Hole；
(6) each second mounting hole, is cleared up, each bolt in step (1) is mounted respectively to corresponding second installation
In hole, after intensity reaches requirement, each L-type angle steel is passed through into corresponding first mounting hole and corresponding institute respectively
State bolt to be installed together, and screw in the nut mutually arranged, the two adjacent whole stones are reinforced；
(7) after the completion of, treating step (6), short transverse colligation of the remaining first longitudinal direction reinforcing bar along each whole stone is continued
The upper end for the first longitudinal direction reinforcing bar being connected to described in step (2), and remaining first stirrup of colligation, form reinforcing bar on first
Net, bar-mat reinforcement forms first bar-mat reinforcement on first time bar-mat reinforcement and described first；, will be each described in process of binding
The free end of second reinforcing bar is overlapped on first bar-mat reinforcement nearby respectively；
(8), the 4th block of whole stone is lifted into step (4) three pieces by each second reinforcing bar thereon in the way of inwardly
The opening that the whole stone partly encloses, after lifting is in place, four blocks of whole stones enclose first bar-mat reinforcement in interior, and the 4th
The whole stone adjacent thereto of whole stone described in block is fixed on one by the cooperation of the L-type angle steel, the bolt and the nut
Rise；
(9) after the completion of, treating step (8), four blocks of whole stones enclose the pillar with upper shed with substrate；
(10) after the completion of, treating step (1)-step (9), concrete is poured into a mould from the upper shed in step (9), after concrete coagulation
Just obtain whole stone-reinforced concrete combination and imitate stone column.
2. a kind of whole stone-reinforced concrete combination according to claim 1 imitates the construction method of stone column, it is characterised in that：
The outside of each whole stone is erected with multiple auxiliary templates and/or reinforcing member for whole stone described in temperature pier respectively.
3. a kind of whole stone-reinforced concrete combination according to claim 2 imitates the construction method of stone column, it is characterised in that：
Each reinforcing member is reinforcing pipe.
4. a kind of whole stone-reinforced concrete combination according to claim 1 imitates the construction method of stone column, it is characterised in that：
In step (7), by the requirement of the acceptance criteria of reinforcement welding, by the free end of each second reinforcing bar and first bar-mat reinforcement
Lap-joint welded.
5. a kind of whole stone-reinforced concrete combination according to claim 1 imitates the construction method of stone column, it is characterised in that：
The bonding agent is anchoring adhesive or epoxy glue.
6. a kind of whole stone-reinforced concrete combination according to claim 1 imitates the construction method of stone column, it is characterised in that：
Be coated with interleaving agent on the madial wall of each whole stone respectively, and the junction of adjacent two blocks of whole stones be coated with respectively every
From agent.
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| CN2017102343620 | 2017-04-11 | ||
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109653501A (en) * | 2019-01-28 | 2019-04-19 | 五冶集团上海有限公司 | A kind of tall and big pre-buried reinforcement means of concrete column anticollision angle steel of workshop |
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| CN1263190A (en) * | 1999-06-14 | 2000-08-16 | 樊志 | Steel structure building method for renovation of old buildings |
| CN1322884A (en) * | 2001-03-27 | 2001-11-21 | 天津大学 | Steel reinforced concrete column and its making process |
| CN201635257U (en) * | 2009-12-23 | 2010-11-17 | 崔正龙 | Member utilizing regeneration aggregate concrete |
| CN202117166U (en) * | 2011-05-17 | 2012-01-18 | 源一建筑科技(上海)有限公司 | Shape steel gypsum combined type building structure |
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|---|---|---|---|---|
| CN1263190A (en) * | 1999-06-14 | 2000-08-16 | 樊志 | Steel structure building method for renovation of old buildings |
| CN1322884A (en) * | 2001-03-27 | 2001-11-21 | 天津大学 | Steel reinforced concrete column and its making process |
| CN201635257U (en) * | 2009-12-23 | 2010-11-17 | 崔正龙 | Member utilizing regeneration aggregate concrete |
| CN202117166U (en) * | 2011-05-17 | 2012-01-18 | 源一建筑科技(上海)有限公司 | Shape steel gypsum combined type building structure |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN109653501A (en) * | 2019-01-28 | 2019-04-19 | 五冶集团上海有限公司 | A kind of tall and big pre-buried reinforcement means of concrete column anticollision angle steel of workshop |
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| CN107338909B (en) | 2019-06-04 |
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