CN107338909B - A kind of whole stone-reinforced concrete combination imitates the construction method of stone column - Google Patents
A kind of whole stone-reinforced concrete combination imitates the construction method of stone column Download PDFInfo
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- CN107338909B CN107338909B CN201710497942.9A CN201710497942A CN107338909B CN 107338909 B CN107338909 B CN 107338909B CN 201710497942 A CN201710497942 A CN 201710497942A CN 107338909 B CN107338909 B CN 107338909B
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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
Abstract
The invention discloses a kind of whole stone-reinforced concrete combinations to imitate stone column, including armored concrete and four blocks of whole stones, armored concrete is made of the first steel mesh and concrete, first steel mesh 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 steel mesh is enclosed in interior, the inner sidewall of each whole stone in the horizontal direction on respectively correspond and be vertically implanted into each second reinforcing bar, the free end of each second reinforcing bar overlaps on the first steel mesh 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 made of each whole stone and substrate enclose.Armored concrete is surrounded by the hollow structure that four blocks of whole stones and substrate are constituted, and each whole stone and substrate can be used as the reinforcing template of armored concrete, after armored concrete condensation, 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 appearance.
Description
Technical field
The present invention relates to the realm of building construction, imitate stone column more specifically to a kind of whole stone-reinforced concrete combination
Construction method.
Background technique
It is built currently, combining the mode that imitative stone generallys use armored concrete dry-hang stone, i.e., this combines imitative stone packet
Armored concrete and decorative stone are included, each decorative stone is attached on the lateral wall of armored concrete, and construction procedure is: first
The pillar or beam of armored concrete are constructed, is then sticked each decorative stone in the lateral wall of pillar or beam again.
The combination that such mode is built imitates stone to its building size without too big limitation, but since each decorative stone is
The cladding lateral wall in the pillar or beam that are constructed by armored concrete, and current each decorative stone is square-shaped, therefore can be with
It intuitively sees the seam spliced between adjacent two blocks of stone materials, influences exterior appearance.
Summary of the invention
The object of the present invention is to provide a kind of whole stone-reinforced concrete combination imitate stone column construction method, construct it is convenient,
Efficiency of the practice is high.
In order to achieve the above objectives, 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 of the first steel mesh and concrete, first steel mesh is vertically arranged and bottom is fixed at the construction location of substrate
Place, further include four blocks of whole stones, each whole stone is mutually spliced to form hollow columnar respectively, will first steel mesh enclosing in
It is interior, and the inner sidewall of each whole stone in the horizontal direction on respectively correspond and be vertically implanted into more second reinforcing bars, each second steel
The free end of muscle is overlapped in nearby respectively on first steel mesh, passes through L-type angle steel, spiral shell between the whole stone of adjacent two blocks
The cooperation of screw bolt and nut is fixed together, wherein the concreting made of each whole stone and the substrate enclose in
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 concrete needed for armored concrete, complex root first longitudinal direction reinforcing bar, plural number needed for the first stirrup of complex root and each whole stone
The second reinforcing bar of root, and determine that whole stone-reinforced concrete combination imitates the construction location of stone column in substrate construction；
(2), the construction location being fixedly arranged on the part first longitudinal direction reinforcing bar respectively in substrate construction in step (1)
Place, and binds first stirrup on the first longitudinal direction reinforcing bar, forms the first lower steel mesh, and described the of this part
The upper end of one longitudinal reinforcement protrudes from substrate；
(3), the first mounting hole is drilled with to the two-arm of each L-type angle steel respectively, the surface of each whole stone is carried out
Processing, should meet the requirement of the buried depth of bar planting according to the hole depth of each stone mounting hole respectively, the inner sidewall 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, later each stone
It is injected separately into bonding agent in mounting hole, each second reinforcing bar is vertically consolidated in corresponding stone mounting hole in the horizontal direction respectively
It is interior；
(4), 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), and each second reinforcing bar is made to be respectively positioned on three blocks of whole stones
Semi-surrounding in the range of, the whole transversal cross-section after three pieces of whole stones liftings are in place is in " Contraband " font shape, described at this time
The upper end of first lower steel mesh is located at the lower part that three blocks of whole stones half enclose；
(5), determine the two-arm of each L-type angle steel in step (3) respectively on the inner sidewall of two blocks of adjacent whole stone
Installation site corresponds at corresponding first mounting hole in the installation site of every block of whole stone and is 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 pass through respectively corresponding first mounting hole with it is corresponding
The bolt be installed together, and screw in the nut that is mutually arranged, the two adjacent whole stones reinforced；
(7), after the completion of step (6), the short transverse by the remaining first longitudinal direction reinforcing bar along each whole stone is tied up
The upper end of continued access first longitudinal direction reinforcing bar described in step (2) is pricked, and binds remaining first stirrup, is formed on first
Steel mesh, described first descends steel mesh on steel mesh and described first to constitute first steel mesh；It, will be each in process of binding
The free end of second reinforcing bar is overlapped in nearby respectively on first steel mesh；
(8), the 4th block of whole stone is lifted in the way of inwardly by each second reinforcing bar thereon into step (4)
The opening that three blocks of whole stones half enclose, after lifting is in place, four blocks of whole stones will first steel mesh enclosing 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 step (8), four blocks of whole stones and substrate enclose pillar with an open mouth；
(10), after the completion of step (1)-step (9), it is poured concrete from the upper opening in step (9), it is solidifying to concrete
Just whole stone-reinforced concrete combination is obtained after knot 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 steel mesh is welded.
The bonding agent is anchoring adhesive or epoxy glue.
Interleaving agent, and the junction difference of two blocks of adjacent whole stones are coated on the inner sidewall of each whole stone respectively
It is coated with interleaving agent.
After adopting the above structure, the invention has the following beneficial effects:
One, armored concrete is surrounded by four blocks of whole stones, on the one hand four blocks of whole stones and substrate can be used as armored concrete
Sizing, reinforcing template, and have the advantages that outer dimension that is easy for construction, can precisely grasping the imitative stone column of combination, another aspect steel
After reinforced concrete condensation, combines 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 appearance, and without carrying out secondary decoration.
Two, since 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 steel mesh in armored concrete by more second bar splicings together with, strengthen the entirety of imitative stone column
Stress performance.
Three, by spraying interleaving agent on the inner sidewall of each whole stone, after injecting concrete, so that the inner sidewall and steel of whole stone
Flexible layer is formed between reinforced concrete, with alleviate deformation that temperature stress between whole stone and armored concrete generates 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, to reduce the cleaning in later period and the work of finishing
Amount, and then save time and economic cost.
Four, 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, shaking when preventing whole stone unguyed, to achieve the purpose that each whole stone consolidates on the whole.
Detailed description of the invention
Fig. 1 is cross-sectional view of the invention.
Fig. 2 is the connection schematic diagram of whole stone and L-type angle steel in the present invention.
Fig. 3 is the cross-sectional view of another structure of the present invention.
In figure:
The whole stone 11- upper opening of 1-
Upper the first steel mesh of side opening 2- of 12-
3- the second reinforcing bar 4-L type angle steel
5- beam bottom plate
Specific embodiment
In order to further explain the technical solution of the present invention, being explained in detail below by specific embodiment the present invention
It states.
A kind of imitative stone structure body of whole stone-reinforced concrete combination, as shown in Figure 1-3, include armored concrete and at least four
The whole stone 1 of block, this armored concrete are made of more first steel meshes 2 and concrete, and each first steel mesh 2 is vertically arranged, and
Bottom is fixed on the construction location of substrate；Or each first steel mesh 2 is arranged along the length direction of beam and is placed in beam
On bottom plate.
In the present invention, each whole stone 1 is square-shaped.
Wherein, above-mentioned substrate and four blocks of whole stones can enclose cylinder with an open mouth；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 cross
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,
Column.
As shown in Figs. 1-2, the present embodiment by taking four blocks of whole stones 1 enclose imitative stone column with substrate as an example, press respectively by four blocks of whole stones 1
Conventional mode is fixedly placed in substrate, and mutually splicing is in hollow columnar to each whole stone 1 respectively, under each first steel mesh 2
Portion is fixedly arranged in the usual way respectively on the construction location of substrate.
Specifically, four blocks of whole stones 1 and the construction location of substrate enclose the pillar with hollow structure and upper opening 11, respectively
First steel mesh 2 is respectively positioned in this hollow structure.Also, the transversal cross-section of the whole stone 1 of adjacent two blocks is in L font, 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
For 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 offer confession at position corresponding with the inner sidewall of two whole stones 1 respectively
The first mounting hole and the second mounting hole that bolt penetrates, and the nut that each bolt is separately equipped with pass through two-by-two corresponding
Each L-type angle steel 4 is screw-locked at the corresponding positions of two blocks of whole stone 1 by the cooperation of one mounting hole and the second mounting hole and bolt, nut respectively
Place is set, to reinforce two blocks of whole stones 1.Similarly, above-mentioned mode is all made of between other two blocks of adjacent whole stones to be reinforced.This
Outside, concrete is poured into hollow structure by above-mentioned upper opening 11.
Meanwhile the middle part of the inner sidewall of each whole stone 1 equally spacedly offers respectively for the second reinforcing bar 3 vertically in the horizontal direction
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 the free end of each second reinforcing bar 3 is overlapped in the first steel nearby respectively at this time
Muscle net 2, to reinforce the fastness between four blocks of whole stones 1.Preferably, the free end of each second reinforcing bar 3 and taking for the first steel mesh
The place of connecing welds together, and further reinforces the stability between whole stone 1 and the first steel mesh 2.
Preferably, on same whole stone 1, spacing is 300mm between two adjacent stone mounting holes.
Further, interleaving agent, the inner sidewall between two blocks of adjacent whole stones 1 are coated on the inner sidewall of each whole stone 1 respectively
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
It can be used as sizing, the reinforcing template of armored concrete, and with outer dimension 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 steel mesh in armored concrete by more second reinforcing steel implants respectively, is reinforced
The holistic resistant behavior of imitative stone column.
The present invention also proposes the construction method of the imitative stone column according to stone-reinforced concrete combination whole 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 concrete needed for armored concrete, complex root first longitudinal direction reinforcing bar, plural number needed for the first stirrup of complex root and each whole stone
The second reinforcing bar of root, and determine that whole stone-reinforced concrete combination imitates the construction location of stone column in substrate construction；
(2), the construction location being fixedly arranged on the part first longitudinal direction reinforcing bar respectively in substrate construction in step (1)
Place, and binds first stirrup on the first longitudinal direction reinforcing bar, forms the first lower steel mesh, and described the of this part
The upper end of one longitudinal reinforcement protrudes from substrate；
(3), the first mounting hole is drilled with to the two-arm of each L-type angle steel respectively, the surface of each whole stone is carried out
Processing, should meet the requirement of the buried depth of bar planting according to the hole depth of each stone mounting hole respectively, the inner sidewall 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, later each stone
It is injected separately into bonding agent in mounting hole, each second reinforcing bar is vertically consolidated in corresponding stone mounting hole in the horizontal direction respectively
It is interior；
(4), 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), and each second reinforcing bar is made to be respectively positioned on three blocks of whole stones
Semi-surrounding in the range of, the whole transversal cross-section after three pieces of whole stones liftings are in place is in " Contraband " font shape, at this time each institute
The upper end for stating the first reinforcing bar is located at the lower part that three blocks of whole stones half enclose；
(5), the outside of each whole stone 1 is provided with multiple reinforcing members in a conventional way respectively, 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 inner sidewall of two blocks of adjacent whole stone
Installation site corresponds at corresponding first mounting hole in the installation site of every block of whole stone and is 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 pass through respectively corresponding first mounting hole with it is corresponding
The bolt be installed together, and screw in the nut that is mutually arranged, the two adjacent whole stones reinforced；
(8), after the completion of step (7), the short transverse by the remaining first longitudinal direction reinforcing bar along each whole stone is tied up
The upper end of continued access first longitudinal direction reinforcing bar described in step (2) is pricked, and binds remaining first stirrup, is formed on first
Steel mesh, described first descends steel mesh on steel mesh and described first to constitute first steel mesh；It, will be each in process of binding
The free end of second reinforcing bar is overlapped in nearby respectively on first steel mesh；
(9), the 4th block of whole stone is lifted in the way of inwardly by each second reinforcing bar thereon into step (4)
The opening that three blocks of whole stones half enclose, after lifting is in place, four blocks of whole stones will first steel mesh enclosing 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 of step (9), four blocks of whole stones and substrate enclose pillar with an open mouth；
(11), after the completion of step (1)-step (9), concrete is poured from the upper opening in step (9)；；
(12), whole stone-reinforced concrete combination is just obtained after concrete coagulation imitates stone column, it at this time can removal step
(5) reinforcing member in.
It should be noted that: mentioned-above each whole stone 1 can first carry out concentrating manufacture and processing in factory.
Preferably, after the completion of step (3), certain thickness isolation is sprayed respectively to the inner sidewall of four blocks of whole stones 1
Agent, and after the completion of step (4), certain thickness interleaving agent is sprayed respectively to the junction of the inner sidewall between each whole stone,
With barrier, concrete pollutes the outer of each whole stone along the outside that the gap penetration of whole stone 1 goes out whole stone 1 during step (11)
Side wall reduces the cleaning in later period and the workload of finishing, saves time and economic cost, meanwhile, it can after concrete coagulation
So that forming flexible layer together between whole stone 1 and the contact surface of armored concrete, coordinate temperature between whole stone 1 and armored concrete
The deformation and issuable cracking phenomena that stress generates.
In addition, the outside of each whole stone 1 can also overlap the auxiliary mould for being commonly used for reinforcing in the usual way in step (5)
Plate.
Preferably, the free end of every second reinforcing bar 3 in step (8) is welded with the first steel mesh 2.
After above-mentioned construction method, since each whole stone is manufactured and is handled in the factory in advance, so, to reduce operation
The transfer of personnel and the multiple transhipment of raw material avoid loss when each whole stone is handled at the scene, and it constructed at the scene
Cheng Zhong, can directly carry out lifting use, and field conduct is high-efficient, 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, by taking four blocks of whole stones 1 enclose imitative stone beam with beam bottom plate 5 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 steel mesh 2 along beam respectively
Degree direction is arranged and is placed on beam bottom plate 5.Wherein, this beam bottom plate 5 is installed in a conventional way with the direction for being parallel to 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 the front side of beam bottom plate 5, rear side, left and right side, also, adjacent
Two blocks of whole stone 1 transversal cross-section be in L font, 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, by institute in embodiment one 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 inner sidewall 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 the horizontal direction respectively in corresponding stone mounting hole, and each stone mounting hole presses embodiment one
Described in mode together with the second reinforcing bar gluing.
Preferably, it is the overall aesthetics for increasing imitative stone beam, one block of upper whole stone can be also added in the present embodiment, on this
The width of whole stone is equal to the distance between two opposite whole stones, and upper whole stone can be fixed in the usual way and fit in side opening 12
Place.Wherein, the size, shape of beam bottom plate 5 are adapted with size, the shape of upper whole stone.
The present invention also proposes the construction method of the imitative stone beam according to stone-reinforced concrete combination whole in above-described embodiment:
(1), prepare four blocks of whole stones, the beam bottom plate with the length adaptation of beam, plural block L-type angle steel, a plurality of bolts and multiple
Several nuts, concrete needed for armored concrete, complex root first longitudinal direction reinforcing bar, needed for the first stirrup of complex root and each whole stone
The second reinforcing bar of complex root, and determine beam bottom plate installation site；
(2), the two-arm of each L-type angle steel is drilled with the first mounting hole respectively, handles the surface of each whole stone,
The requirement of the buried depth of bar planting should be met respectively according to the hole depth of each stone mounting hole, the inner sidewall 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
It is injected separately into bonding agent in each stone mounting hole afterwards, each second reinforcing bar is vertically consolidated in correspondence 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 are bound in the usual way, form the first steel mesh, and this first steel mesh is put
It is placed on the beam bottom plate；
(4), 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 be located at the beam bottom plate front side,
Rear side, left 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 steel mesh in the inner；
(5), the outside of each whole stone 1 is provided with multiple reinforcing members in a conventional way respectively, 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 steel mesh；
(7), it after the completion of every block of whole stone lifts, is both needed to determine the two-arm of each L-type angle steel respectively adjacent two
The installation site of the inner sidewall of whole stone described in block corresponds to corresponding first peace in the installation site of every block of whole stone
Dress is drilled with the second mounting hole at hole respectively, then clears up each second mounting hole, each bolt is mounted respectively to correspond to
Second mounting hole in, after intensity reaches requirement, by each L-type angle steel pass through respectively it is corresponding it is described first installation
Hole is installed together with the corresponding bolt, and screws in the nut being mutually arranged, and is carried out to the two adjacent whole stones
It reinforces；
(8), after the completion of step (1)-step (7), concrete is poured from the upside opening in step (4).
(9), whole stone-reinforced concrete combination is just obtained after concrete coagulation imitates stone beam, it at this time can removal step (5)
The reinforcing member.
It should be noted that: mentioned-above each whole stone 1 can first carry out concentrating manufacture and processing in factory.
Preferably, after the completion of step (2), certain thickness interleaving agent is sprayed to every block of whole stone, and to step
(4) after the completion of, certain thickness interleaving agent is also sprayed respectively to the junction of the inner sidewall between each whole stone 1.
Preferably, in step (6), the lap-joint of the free end of every second reinforcing bar 3 and the first steel mesh 2 is carried out
Welding.
Preferably, prepare another block of whole stone, i.e., upper whole stone after concrete to be cast, is fitted in step by upper whole stone
(8) the upside opening in, to constitute 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, to increase whole aesthetics.
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 regulations such as journey JGJ18-1012 " and " reinforcement welding connector test method standard (JGJ/T 27-2014) " and regulation are wanted
It asks.Whole stone-Combined concrete imitate armored concrete in stone partially due to being load-bearing primary structure member, therefore according to " building aseismicity is set
The national regulations such as meter specification (GB50011-2010) " and " Design Code of Reinforced Concrete GB50010-2010 " and regulation are tied
The calculating of structure.
The foregoing is merely the preferred embodiment of the present embodiment, all equivalent changes done with scope of the invention as claimed
And modification, it should belong to scope of the presently claimed invention.
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 steel mesh and concrete are constituted, and first steel mesh is vertically arranged and bottom is fixed at the construction location of substrate
Place, further include four blocks of whole stones, each whole stone is mutually spliced to form hollow columnar respectively, will first steel mesh enclosing in
It is interior, and the inner sidewall of each whole stone in the horizontal direction on respectively correspond and be vertically implanted into more second reinforcing bars, each second steel
The free end of muscle is overlapped in nearby respectively on first steel mesh, passes through L-type angle steel, spiral shell between the whole stone of adjacent two blocks
The cooperation of screw bolt and nut is fixed together, wherein the concreting made of each whole stone and the substrate enclose in
In hollow structure；
It is 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 first stirrup of complex root 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
First stirrup is bound on the first longitudinal direction reinforcing bar, forms the first lower steel mesh, 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 to the two-arm of each L-type angle steel respectively, the surface of each whole stone is handled,
The requirement of the buried depth of bar planting should be met respectively according to the hole depth of each stone mounting hole, the inner sidewall 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, later each stone mounting hole
It is inside injected separately into bonding agent, each second reinforcing bar is vertically consolidated in corresponding stone mounting hole in the horizontal direction respectively；
(4), 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), so that each second reinforcing bar is respectively positioned on the half of three blocks of whole stones
In the range of encirclement, the whole transversal cross-section after three pieces of whole stones liftings are in place is in " Contraband " font shape, and at this time described first
The upper end of lower steel mesh is located at the lower part that three blocks of whole stones half enclose；
(5), the two-arm installation on the inner sidewall of two blocks of adjacent whole stone respectively of each L-type angle steel in step (3) is determined
Position corresponds at corresponding first mounting hole in the installation site of every block of whole stone and is 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
It states bolt to be installed together, and screws in the nut being mutually arranged, the two adjacent whole stones are reinforced；
(7), after the completion of step (6), the remaining first longitudinal direction reinforcing bar is bound along the short transverse of each whole stone and is continued
It is connected to the upper end of first longitudinal direction reinforcing bar described in step (2), and binds remaining first stirrup, forms reinforcing bar on first
Net, described first descends steel mesh on steel mesh and described first to constitute first steel mesh；It, will be each described in process of binding
The free end of second reinforcing bar is overlapped in nearby respectively on first steel mesh；
(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 half encloses, after lifting is in place, four blocks of whole stones will first steel mesh enclosing 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
It rises；
(9), after the completion of step (8), four blocks of whole stones and substrate enclose pillar with an open mouth；
(10), after the completion of step (1)-step (9), it is poured concrete from the upper opening in step (9), after concrete coagulation
Just it obtains whole stone-reinforced concrete combination and imitates stone column.
2. the construction method that a kind of whole stone-reinforced concrete combination according to claim 1 imitates stone column, it is characterised in that:
The outside of each whole stone is erected with multiple reinforcing members for whole stone described in temperature pier respectively.
3. the construction method that a kind of whole stone-reinforced concrete combination according to claim 2 imitates stone column, it is characterised in that:
Each reinforcing member is reinforcing pipe.
4. the construction method that a kind of whole stone-reinforced concrete combination according to claim 1 imitates 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 steel mesh
Lap-joint welded.
5. the construction method that a kind of whole stone-reinforced concrete combination according to claim 1 imitates stone column, it is characterised in that:
The bonding agent is anchoring adhesive.
6. the construction method that a kind of whole stone-reinforced concrete combination according to claim 1 imitates stone column, it is characterised in that:
Be coated with interleaving agent on the inner sidewall of each whole stone respectively, and the junction of two blocks of adjacent whole stones be coated with respectively every
From agent.
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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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