CN104736352B - Method for constructing artificial rock large structure - Google Patents
Method for constructing artificial rock large structure Download PDFInfo
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- CN104736352B CN104736352B CN201480002642.3A CN201480002642A CN104736352B CN 104736352 B CN104736352 B CN 104736352B CN 201480002642 A CN201480002642 A CN 201480002642A CN 104736352 B CN104736352 B CN 104736352B
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B44—DECORATIVE ARTS
- B44C—PRODUCING DECORATIVE EFFECTS; MOSAICS; TARSIA WORK; PAPERHANGING
- B44C5/00—Processes for producing special ornamental bodies
- B44C5/06—Natural ornaments; Imitations thereof
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- Bridges Or Land Bridges (AREA)
Abstract
The present invention relates to a method for constructing an artificial rock large structure, and particularly, comprises the steps of: providing an angle to the structure; fixing a lattice-shaped first molding steel bar at the angle so as to separate the angle from the structure at a predetermined distance; arranging a metal net on a front surface of the first molding steel bar and binding the first molding steel bar and the metal net with a binding wire; fixing a lattice-shaped first inner reinforcing material at the angle and separately providing the first inner reinforcing material at a predetermined distance toward the front side of the metal net; fixing, at a front surface of the first inner reinforcing material, a second inner reinforcing material rounded or bent along the longitudinal direction; separately providing a lattice-shaped second molding steel bar at a predetermined distance from the front side of the first inner reinforcing material and fixing the second molding steel bar at the second inner reinforcing material; fixing one end of an I-shaped reinforcing steel bar at the first molding steel bar and fixing the other end of the I-shaped reinforcing steel bar at the second molding steel bar; fixing one end of an X-shaped reinforcing steel bar at the angle and fixing the other end of the X-shaped reinforcing steel bar at the second molding steel bar; and forming the shape and color of artificial rock by alternately and repeatedly injecting and curing the molding material in the front side of the second molding steel bar, thereby improving the structural stability of the artificial rock and preventing the corrosion of constituent elements of the artificial rock.
Description
Technical field
The present invention relates to people's lithogenesis construction method of large scale structure, more particularly to the large-scale knot that structural stability can be improved
People's lithogenesis construction method of structure.
Background technology
Recently, in order to natural environment can be also experienced in city, artificial fabrication is built, so as to seek to improve city
Environment.
So-called artificial fabrication, refers to not self-assembling formation, but manually builds surface or people's lithogenesis of waterfall etc. by people,
Thus the vision of modern is sought to meet, this artificial fabrication is recently in various recreation grounds or other modern buildings or street
Extensively build on the ground such as periphery.
In this artificial fabrication, especially people's lithogenesis shows the texture with natural rock same degree, color,
It is also similar with natural rock in terms of volume, intensity, reach the degree that ordinary people is difficult to distinguish.
Therefore, people's lithogenesis is usually used in the people's lithogenesis rock-climbing lived with entertaining and attract tremendous attention recently or for road improvement ring
The crag of the artificial waterfall in border etc., recently, also serves as the external decorative material of building and uses in a large number.
In the urbanization society of concrete civilization, urban human is difficult to touch nature, and this people's lithogenesis is in performance city
Great effect in terms of the resting space of people from city, thus it is fast natural zoo, fountain, swimming pool, lotus pond etc. will be showed
Speed popularization, its use range are increasingly widened.
But, there is crackle in conventional people's lithogenesis, or play each of artificial petrous bone bone effect as its structural strength is low
Plant reinforcing bar easily to corrode, for forming armed crag, with the segregative problem of armrest portion.
The content of the invention
The technical problem to be solved in the present invention
The present invention its object is to a kind of large-scale knot of offer precisely in order to solves the problems, such as the conventional art and research and develop
People's lithogenesis construction method of structure, can not only improve the structural stability of people's lithogenesis, and be prevented from forming people's lithogenesis form
The corrosion of required various steel materials.
Technical scheme
Aim to solve the problem that people's lithogenesis construction method of the large scale structure of the present invention of the problem includes：Install on structure
The step of angle bar；Separate from the structure and both the first moulding reinforcing bar of grid form was fixed on the angle bar set a distance
Step；In the former configuration wire netting of the first moulding reinforcing bar, with the step for tying up line tying the first moulding reinforcing bar and wire netting
Suddenly；The first inner reinforcing elements of grid form are made to be fixed on the angle bar, and first inner reinforcing elements to the metal
The front side of net isolates the step of both set a distance is installed；Make the second inner reinforcing elements for drawing circle or bending along its length solid
The step of before first inner reinforcing elements；Separate both set a distances in front of first inner reinforcing elements, pacify
Second moulding reinforcing bar of dress grid form, and cause the step of being fixed on second inner reinforcing elements；Make I type stiffeners
The first moulding reinforcing bar is fixed in one end, the step of the other end is fixed on the second moulding reinforcing bar；Make X-type stiffener
One end be fixed on the angle bar, the step of the other end is fixed on the second moulding reinforcing bar；In the second moulding reinforcing bar
Front, alternate repetition carries out the sprinkling and health preserving of Modeling Material, the step of embody people's lithogenesis form and color.
And, the step of the installation X-type stiffener and the step of sprinkling Modeling Material between, also including making to have
One end of the handrails framework in " ㄈ " font state section is fixed on before the first moulding reinforcing bar, makes the other end of handrails framework
The step of protruding to the front of the second moulding reinforcing bar.
Wherein, in the sprinkling step of the Modeling Material, sprinkling 2 kinds of Modeling Materials simultaneously health preserving, that what is sprayed for the first time makes
Section bar material includes 38～48 weight % of cement, 5～15 weight % of limestone, 28～33 weight % of silicon sand, iron oxide pigment 1～3
Weight %, 1～2 weight % of water solublity mortar adhesiving reinforcing agent, 10～15 weight % of water, 0.3～0.5 weight % of water reducer, profit
Lubrication prescription0.3～0.5 weight %, 2～5 weight % of polypropylene fibre, 2～5 weight of high-tenacity PVA fibers
Amount %, 2～3 weight % of glass fibre, the second Modeling Material sprayed above the Modeling Material of first time sprinkling include white
It is 45～55 weight % of cement, 20～30 weight % of silicon sand, 5～15 weight % of limestone, 2～5 weight % of polypropylene fibre, high-strength
2～5 weight % of power PVA fiber, 10～15 weight % of water, 1～2 weight % of water solublity mortar adhesiving reinforcing agent, iron oxide pigment 1
～3 weight %.
On the other hand, people's lithogenesis construction method of large scale structure of the invention can also include：Using foundation bolt, angle
The step of ferrum is installed on structure；Certain one in GFRC artificial slabstones or GRS artificial slabstones are fixed in the end of the angle bar
Step；Separate the step of both the second moulding reinforcing bar of grid form being fixed on the angle bar from the structure set a distance；
The step of making the second inner reinforcing elements for drawing circle or bending along its length be fixed on behind the second moulding reinforcing bar；Institute
The first inner reinforcing elements that grid form is installed between structure and the second moulding reinforcing bar are stated, and fixes the first inner reinforcing elements
The step of second inner reinforcing elements；Between first inner reinforcing elements and structure, the first of grid form
The step of moulding reinforcing bar is fixed on the angle bar；One end of I type stiffeners is made to be fixed on the first moulding reinforcing bar, another
The step of the second moulding reinforcing bar is fixed at end；Make the side of X-type stiffener be fixed on the angle bar, opposite side is fixed
The step of the GFRC artificial slabstones or GRS artificial slabstones are with the angle bar；Before the first moulding reinforcing bar or after
Face configures wire netting, bundlees the first moulding reinforcing bar and the step of wire netting with bounding wire；In the wire netting and GFRC people's lithogenesis
The step of concrete is poured into a mould between plate or GRS artificial slabstones and hardening is caused.
Beneficial effect
For people's lithogenesis construction method of the large scale structure of the present invention configured as described above, the first inner reinforcing elements and
Second inner reinforcing elements and the second moulding reinforcing bar are located at the centre of Modeling Material (or concrete), with Modeling Material (or concrete)
Together harden so that the first inner reinforcing elements and the second inner reinforcing elements and the second moulding reinforcing bar can play the skeleton of people's lithogenesis
Effect, has the advantages that to improve the structural strength and stability of people's lithogenesis.
In addition, angle bar, the first moulding reinforcing bar, wire netting, the first inner reinforcing elements, the second inner reinforcing elements, the second moulding
Reinforcing bar, I types stiffener and X-type stiffener be integrally formed with Modeling Material (or concrete) and realize it is integrated, so as to not
The structural stability of people's lithogenesis can be only improved, and prevents the various structures integrated with the Modeling Material (or concrete) of hardening
Into key element (angle bar, the first moulding reinforcing bar, wire netting, the first inner reinforcing elements, the second inner reinforcing elements, the second moulding reinforcing bar, I
Type stiffener and X-type stiffener) corrosion, have the advantages that to keep durability for a long time.
In addition, by means of I type stiffeners, the interval of the first moulding reinforcing bar and the second moulding reinforcing bar is kept setly, and
And, the second inner reinforcing elements of first inner reinforcing elements and the second moulding reinforcing bar of the grid form that is mounted with to be connected can
Prevent from causing the first moulding reinforcing bar and the second moulding steel because of the pressure of Modeling Material sprinkling (or pressure of the concrete of input)
The malformation of muscle, having the advantages that can easily with required form producer lithogenesis.
In addition, by means of the handrails framework protruded to the front of the second moulding reinforcing bar, Modeling Material (or concrete) protrusion
Hardening, even if the Modeling Material of so protrusion hardening has the advantages that external force is acted on and is also not easily separate.
Description of the drawings
Fig. 1 be show the present invention large scale structure people's lithogenesis construction method in carried out by means of the sprinkling of Modeling Material
The block diagram of the method for people's lithogenesis construction.
Fig. 2 is the figure for showing the situation of people's lithogenesis of method construction according to Fig. 1.
Fig. 3 be show the present invention large scale structure people's lithogenesis construction method used in GFRC artificial slabstones or GRS it is artificial
Rock beam and carry out the block diagram of the method for people's lithogenesis construction.
Fig. 4 is the figure of diagram situation of people's lithogenesis of method construction according to Fig. 3.
Specific embodiment
Aim to solve the problem that people's lithogenesis construction method of the large scale structure of the present invention of the problem includes：Install on structure
The step of angle bar；Separate from the structure and both the first moulding reinforcing bar of grid form was fixed on the angle bar set a distance
Step；In the former configuration wire netting of the first moulding reinforcing bar, with the step for tying up line tying the first moulding reinforcing bar and wire netting
Suddenly；The first inner reinforcing elements of grid form are made to be fixed on the angle bar, and first inner reinforcing elements to the metal
The front side of net isolates the step of both set a distance is installed；Make the second inner reinforcing elements for drawing circle or bending along its length solid
The step of before first inner reinforcing elements；Separate in front of first inner reinforcing elements and both pacified set a distance
Second moulding reinforcing bar of dress grid form, and cause the step of being fixed on second inner reinforcing elements；Make I type stiffeners
The first moulding reinforcing bar is fixed in one end, the step of the other end is fixed on the second moulding reinforcing bar；Make X-type stiffener
One end be fixed on the angle bar, the step of the other end is fixed on the second moulding reinforcing bar；In the second moulding reinforcing bar
Front, alternate repetition carries out the sprinkling and health preserving of Modeling Material, the step of embody people's lithogenesis form and color.
In addition, people's lithogenesis construction method of the large scale structure of the present invention can also include：Using foundation bolt, angle bar is pacified
The step of loaded on structure；In GFRC artificial slabstones or GRS artificial slabstones are fixed in the end of the angle bar the step of certain one；
Separate the step of both the second moulding reinforcing bar of grid form being fixed on the angle bar from the structure set a distance；Make along long
The step of second inner reinforcing elements of degree direction stroke circle or bending are fixed on behind the second moulding reinforcing bar；In the structure
First inner reinforcing elements of grid form are installed between body and the second moulding reinforcing bar, and it is described to be fixed on the first inner reinforcing elements
The step of second inner reinforcing elements；Between first inner reinforcing elements and structure, the first moulding steel of grid form
The step of muscle is fixed on the angle bar；Make one end of I type stiffeners be fixed on the first moulding reinforcing bar, the other end is fixed
The step of the second moulding reinforcing bar；Make the side of X-type stiffener be fixed on the angle bar, opposite side is fixed on described
The step of GFRC artificial slabstones or GRS artificial slabstones are with the angle bar；Configure in the above or below of the first moulding reinforcing bar
Wire netting, bundlees the first moulding reinforcing bar and the step of wire netting with bounding wire；In the wire netting and GFRC artificial slabstones or GRS
The step of concrete is poured into a mould between artificial slabstone and hardening is caused.
Specific embodiment
With reference to the accompanying drawings, describe the embodiment of people's lithogenesis construction method of the large scale structure of the present invention in detail.
Fig. 1 be show the present invention large scale structure people's lithogenesis construction method in carried out by means of the sprinkling of Modeling Material
The block diagram of the method for people's lithogenesis construction, Fig. 2 are the figures for showing the situation of people's lithogenesis of method construction according to Fig. 1.
Shown in Fig. 1, the process of people's lithogenesis construction method substantially 10 steps of Jing of the large scale structure of the present invention is completed.
First step S110, installs the process of multiple angle bar 10 on structure S.Using the knot of such as nut or foundation bolt
Conjunction means, make the side end of angle bar 10 be firmly secured to structure S.
The angle bar 10 installs multiple for the structural stability such as cut at inclined-plane on the structure S for installing.
If illustrated in greater detail, the angle bar 10 hasShaped sections, make one end install many with being fixed on the structure S
It is individual.
Second step S120 is to separate both to install checker board on the angle bar 10 installed in first step S110 set a distance
The process of the first moulding reinforcing bar 20 of state.First moulding reinforcing bar 20 is by cross one another multiple transverse steels 21 and longitudinal reinforcement 22
Constitute, the appropriate bending longitudinal reinforcement 22 while making longitudinal reinforcement 22 be fixedly welded on angle bar 10, enabling with to embody
People's lithogenesis form matching.And, in the above or below of longitudinal reinforcement 22, multiple transverse steels 21 is separatedly configured simultaneously
It is welded and fixed, suitably bending, enabling match with the form of people's lithogenesis, so as to the first moulding reinforcing bar 20 is installed on angle bar
10。
If illustrated in greater detail, the first moulding reinforcing bar 20 is by the multiple horizontal steel for separatedly configuring along the vertical direction
Multiple longitudinal reinforcements 22 that muscle 21 is separatedly configured with (or horizontal direction) in the horizontal direction intersect, with grid form structure
Into the longitudinal reinforcement 22 separates the front for being both configured at the structure S set a distance, and the transverse steel 21 is fixed on institute
State the above or below of longitudinal reinforcement 22.Now, the transverse steel 21 of the first moulding reinforcing bar 20 and 22 appropriate bending of longitudinal reinforcement,
Formed similar or identical with people's lithogenesis form to be embodied.
Third step S130 is the above or below configuration wire netting 30 in the first moulding reinforcing bar 20, makes the wire netting
30 and first moulding reinforcing bar 20 with the fixed process of the firm binding of bounding wire.
The wire netting 30 is mutually grounded installation with the above or below of the first moulding reinforcing bar 20.More specifically, paste
The transverse steel 21 of the tight first moulding reinforcing bar 20 is anteriorly installed.The wire netting 30 spray the Modeling Material 100 when,
Harden together with Modeling Material 100, be integrally formed with Modeling Material 100.And, constitute between the metal wire of the wire netting 30
Interval it is not only narrow, and the viscosity that Modeling Material 100 has, thus when in the front of wire netting 30 sprinkling Modeling Material 100
When, do not leak to the rear side of wire netting 30.
Four steps S140 is the process for making the first inner reinforcing elements 40 of grid form be fixed on the angle bar 10.It is more detailed
For thin, the first inner reinforcing elements 40 formed fixation is intersected by transverse steel 41 and longitudinal reinforcement 42 are from the wire netting
30 front side separates both to be installed set a distance.
First inner reinforcing elements 40 are fixed on the side of the angle bar 10, separate from the front side of the wire netting 30
Both set a distance ground was installed.The material of this first inner reinforcing elements 40 is made up of the steel part of such as reinforcing bar, its form with want body
The homoeomorphic form arrangement of reinforcement of existing people's lithogenesis.If be described in more detail, the first inner reinforcing elements 40 are by separating along the vertical direction
Multiple transverse steels 41 of ground configuration are mutual with multiple longitudinal reinforcements 42 that (or horizontal direction) in the horizontal direction is separatedly configured
Intersect, with grid morphosiies.Now, the transverse steel 41 of the first inner reinforcing elements 40 and the suitably bending of longitudinal reinforcement 42,
Formed similar or identical with people's lithogenesis form to be embodied.
5th step S150 is to make the second inner reinforcing elements 50 for drawing round or bending along its length be fixed on described first
Process before inner reinforcing elements 40.Second inner reinforcing elements, 50 one side is fixed on first inner reinforcing elements 40,
Circle or bending are drawn along its length.This second inner reinforcing elements 50 with a reinforcing bar be bent into circle or bending it is angled or
All including the bending morphosiies of form that is circular or constituting angle.To strengthen inside as above morphotic second
Part 50 is installed from the upper side to the lower side in long way, and the several parts in locality of the second inner reinforcing elements 50 are fixed with the method such as welding
In first inner reinforcing elements 40.
6th step S160 is to fix the process of the second moulding reinforcing bar 60 of grid form in the end of the angle bar 10.The
Two moulding reinforcing bars 60 are made up of cross one another multiple transverse steels 61 and longitudinal reinforcement 62, make the multiple longitudinal directions for separatedly configuring
Reinforcing bar 62 is fixedly welded on the end of angle bar 10, while appropriate bending longitudinal reinforcement 62, enabling the form with people's lithogenesis
Match somebody with somebody.And, in 62 above or below of longitudinal reinforcement of the second moulding reinforcing bar 60, multiple transverse steels 61 are separatedly configured, and
It is welded and fixed, carries out appropriate bending so that match with the form of people's lithogenesis, so as to the second moulding reinforcing bar 60 is installed on angle bar
10。
If expanding explanation, the second moulding reinforcing bar 60 is provided with multiple so that be fixed on the another of the angle bar 10
End, separates from the front side of first inner reinforcing elements 40 and both installed set a distance.If illustrated in greater detail, described second
Moulding reinforcing bar 60 with the homoeomorphic form arrangement of reinforcement of people's lithogenesis to be embodied, by the multiple horizontal strokes for separatedly configuring along the vertical direction
The multiple longitudinal reinforcements 62 separatedly configured with (or horizontal direction) in the horizontal direction to reinforcing bar 61 are intersected, with grid form
Constitute.
The transverse steel 61 separates in the front of first inner reinforcing elements 40 and both configured set a distance, the longitudinal direction
Reinforcing bar 62 is fixed on the above or below of the transverse steel 61.Now, make the transverse steel 61 of the second moulding reinforcing bar 60 and indulge
To 62 appropriate bending of reinforcing bar, formed similar or identical with the form of people's lithogenesis to be embodied.
7th step S170 is to install the process of I types stiffener 70.More specifically, make the one of I types stiffener 70
The first moulding reinforcing bar 20 is fixed at end, makes the other end be fixed on the second moulding reinforcing bar 60.
70 two ends of I types stiffener are individually fixed in the first moulding reinforcing bar 20 and the second moulding reinforcing bar 60, enter
Row is strengthened so that keep the interval between the first moulding reinforcing bar 20 and the second moulding reinforcing bar 60, by the first connection reinforcing bar 71 with
Centre reinforcing bar 72 and the second connection reinforcing bar 73 are constituted.
The first connection reinforcing bar 71 is formed in direction from the upper side to the lower side in long way, is fixed on institute by means of methods such as welding
State the first moulding reinforcing bar 20.
Described 72 one end of central reinforcing bar is connected and fixed on the middle body of the first connection reinforcing bar 71, makes to described second
60 direction of steel bar extends to be formed in long way.If this central reinforcing bar 72 has wire netting 30 on path is extended, by means of
Bounding wire or welding etc. and mutually firmly fix with wire netting 30.
The middle body of the second connection reinforcing bar 73 is connected and fixed on the end of the central reinforcing bar 72, downward from upside
The second moulding reinforcing bar 60 is fixed on by means of methods such as welding to being formed in long way in side.
8th step S180 is to install the process of X-type stiffener 80 of the configuration with form similar with " X " font.
More specifically, make one end of X-type stiffener 80 be fixed on the angle bar 10, make the other end be fixed on the second moulding steel
Muscle 60.
During the X-type stiffener 80 is installed between angle bar 10 and the second moulding reinforcing bar 60, when X-type is strengthened
When reinforcing bar 80 passes through locality, if connect with the first moulding reinforcing bar 20, the first inner reinforcing elements 40 or I types stiffener 70
Touch, then the contact point of X-type stiffener 80 and the first moulding reinforcing bar 20, X-type stiffener 80 and the first inner reinforcing elements 40
Contact point and X-type stiffener 80 are also fixed in the method such as welded with the contact point of I types stiffener 70 so that each
Individual component is interconnected and fixed, and is enable to strengthened rigidity.And, X-type stiffener 80 is with wire netting 30 also with such as
The method of bounding wire or welding is mutually firmly fixed.
If expand explanation, the X-type stiffener 80 as with " X " font form reinforcement, from lower to reinforcement
Reinforcing bar 81, it is fixed on described lower constitute to stiffener 82 on stiffener 81.
It is described it is lower the angle bar 10 is fixed on the method such as to weld to 81 one end of stiffener, in this condition, to downside
Obliquely configure, the other end is connected and fixed on the second moulding reinforcing bar 60 the method such as to weld.
The angle bar 10 is fixed on the method such as to weld to 82 one end of stiffener on described, in this condition, to upside
Obliquely configure, the other end is connected and fixed on the second moulding reinforcing bar 60.And, it is described on to stiffener 82 central part
Divide the lower middle body to stiffener 81 is fixed in the method such as welded.
9th step S190 is to make one end of the handrails framework 90 with " ㄈ " font state section be fixed on described first to make
Before steel bar 20, the other end of handrails framework 90 is made to protrude into the process in the front of the second moulding reinforcing bar 60.
90 section of the handrails framework has " ㄈ " font state, is to make reinforcing bar or sheet iron bending so that with " ㄈ " word
Form.The first moulding reinforcing bar 20 is fixed on by means of welding etc. in 90 one end of this handrails framework, and the other end is to described the
The front protrusion of two moulding reinforcing bars 60.This handrails framework 90 if the part contacted with various elements as described above,
Then the part of the contact is welded, or is combined with bounding wire, this is beneficial to structural rigidity.
Tenth step S200 is to carry out the sprinkling of Modeling Material 100 in the front alternate repetition of the second moulding reinforcing bar 60
With health preserving, the form of people's lithogenesis and the process of color are embodied.
The Modeling Material 100 is sprayed in the front of the second moulding reinforcing bar 60, is made from the wire netting 30 to second
Protrude and harden in front of steel bar 60.Modeling Material 100 is sprayed by means of the process of so-called " spraying ", and that what is now sprayed makes
Section bar material 100 reaches the wire netting 30 and hardens.Therefore, by means of the hardening of Modeling Material 100, in wire netting 30, first
Portion's reinforcement 40, the second inner reinforcing elements 50, the second moulding reinforcing bar 60, I types stiffener 70 and X-type stiffener 80 are a part of
It is integrally formed, i.e. realize integration, prevent the second inner reinforcing elements 50, the second moulding reinforcing bar included inside Modeling Material 100
The corrosion of 60 or I type stiffeners 70 and X-type stiffener 80.By so preventing corrosion, it is obtained in that structural rigidity is long-term
Keep the effect of solid state.In addition, the first inner reinforcing elements 40 are existed with the second inner reinforcing elements 50 and the second moulding reinforcing bar 60
The inside of Modeling Material 100 is together hardened with Modeling Material 100, and its position is fixed, so as to the first inner reinforcing elements 40 and
Two inner reinforcing elements 50 and the second moulding reinforcing bar 60 play the center framework effect of people's lithogenesis, thus, people's lithogenesis it is structural strong
Degree is firmer.
And, the Modeling Material 100 surrounds in front of the second moulding reinforcing bar 60 the handrails framework hardening after 90s protruded, should
Part just constitutes the armrest portion of people's lithogenesis.Therefore, the armrest portion of people's lithogenesis is by means of together hardening with Modeling Material 100
Various elements and be firmly installed on the handrails framework 90 of this composition key element, even if external force is acted on, can also prevent
Can be easily separated or damaged.
On the other hand, if the Modeling Material 100 to spraying in the tenth step S200 carries out exhaustive division, 2 are sprayed
Plant Modeling Material 100.
The Modeling Material of sprinkling includes 38～48 weight % of cement, 5～15 weight % of limestone, silicon sand 28～33 for the first time
Weight %, 1～3 weight % of iron oxide pigment, 1～2 weight % of water solublity mortar adhesiving reinforcing agent, 10～15 weight % of water, subtract
0.3～0.5 weight % of water preparation, 0.3～0.5 weight % of lubricant, 2～5 weight % of polypropylene fibre, high-tenacity PVA fibers 2～
5 weight %, 2～3 weight % of glass fibre.
And, the second Modeling Material that (or above) sprays above the Modeling Material of first time sprinkling includes white cement
45～55 weight %, 20～30 weight % of silicon sand, 5～15 weight % of limestone, 2～5 weight % of polypropylene fibre, high-tenacity
2～5 weight % of PVA fibers, 10～15 weight % of water, 1～2 weight % of water solublity mortar adhesiving reinforcing agent, iron oxide pigment 1～
3 weight %.
If the Modeling Material sprinkling given thickness after-hardening of sprinkling for the first time, plays the structure function of people's lithogenesis, that
, the effect on Modeling Material performance performance people's lithogenesis surface of second sprinkling.
Although can also be after the Modeling Material of for the first time sprinkling sprays 1 time so that semi-harden, the be then sprayed thereon
The Modeling Material of secondary sprinkling simultaneously causes hardening, but, thicker situation is needed in the thickness of the Modeling Material of first time sprinkling
Under, can also repeatedly in the Modeling Material fraction time sprinkling 2 times, 3 times of second sprinkling or more than which after cause semi-harden mistake
Cheng Hou, causes hardening after the Modeling Material of second sprinkling of sprinkling thereon.
On the other hand, the limestone for including in the Modeling Material 100 causes Modeling Material 100 rapid curing, so that
Obtaining subsequent job can be carried out within the very fast time, enabling the reduction of erection time.
And, the polypropylene fibre included in the Modeling Material 100 or high-tenacity PVA fibers and glass fibre make it possible to
Cracking or crackle caused by the explosion that enough suppresses to occur in 100 hardening process of Modeling Material, plastic shrinkage, dry shrinkage etc.
Occur.
In addition, containing water solublity mortar adhesiving reinforcing agent in the Modeling Material 100, so as to bonding force rises, prevent
For the first time the Modeling Material of sprinkling is peeled off with the Modeling Material of second sprinkling so that for the first time the Modeling Material of sprinkling with
The Modeling Material of second sprinkling can be firm ground integrated.
Also, lubricant is made up of glycerol (glycerine), triethanolamine (triethanol-amin) and water, and which is
Lubricant with long chain organic molecules structure, the glycerol for being dissolved in water play lubrication, and prevent glass fibre and blast furnace
There is the phenomenon for condensing in the mixture of slag and Calx etc., so as to also can be with normalized group by mechanical systems such as spray guns
The match ratio manufacture artificial slabstone of compound.Also, triethanolamine is used as surfactant, reduction surface tension is played, improve water
With the Combination of blast furnace slag, and improve mixture viscosity effect.
It is illustrated above by reference to Fig. 1 to Fig. 2, referring to Fig. 3 to Fig. 4, to the artificial of large scale structure of the invention
Rock construction method is illustrated.And, the description thereof will be omitted with Fig. 1 to Fig. 2 identicals part here.
Fig. 3 be show the present invention large scale structure people's lithogenesis construction method used in GFRC artificial slabstones or GRS it is artificial
Rock beam and carry out the block diagram of the method for people's lithogenesis construction, Fig. 4 be diagram according to Fig. 3 method construction people's lithogenesis situation
Figure.
People's lithogenesis construction method of the large scale structure of the present invention shown in Fig. 3 is substantially completed through the process of 10 steps.
First step S210 is the process for installing angle bar 10 using foundation bolt on structure S.
Second step S220 is to be fixed on GFRC (glass fiber reinforced cement) artificial slabstone in the end of the angle bar 10
Or a kind of plate 110 selected in GRS (Glass fiber Reinforced Slag, glass fiber reinforcement slag) artificial slabstone
Process.
The GFRC artificial slabstones or GRS artificial slabstones 110 carry out people's lithogenesis construction at the scene before pre-production, in institute
State and on angle bar 10, welded or carried out bolt connection, or fixed with means in addition.The GFRC artificial slabstones or GRS people's lithogenesis
Plate 110 exactly constitutes people's lithogenesis surface the part for appearing outside.
In order to construct to people's lithogenesis of the large scale structure of the present invention, in one embodiment shown in Fig. 1 and Fig. 2, spray
Modeling Material 100 is applied, so as to complete the main body of people's lithogenesis, meanwhile, the surface of people's lithogenesis is constituted, in another reality shown in Fig. 3 and Fig. 4
Apply in example, the surface of people's lithogenesis is constituted using GFRC artificial slabstones or GRS artificial slabstones 110.
Third step S230 is to separate both to consolidate the second moulding reinforcing bar 60 of grid form from the structure S set a distance
Due to the process of the angle bar 10.This second moulding reinforcing bar 60 while both set a distances are separated from structure S, and second
The GFRC artificial slabstones or GRS artificial slabstones 110 installed in step S220 is also separated by both set a distances.Therefore, if aftermentioned
Concrete 120 is poured into a mould in ten steps S300, then inside concrete 120, together harden with concrete 120.
Four steps S240 is the second inner reinforcing elements 50 for alongst drawing round or bending is fixed on described
The step of behind second moulding reinforcing bar 60.
5th step S250 is between the second moulding reinforcing bar 60 and structure S, inside the first of grid form
Reinforcement 40 is fixed on the process of the angle bar 10.The first inner reinforcing elements 40 installed in this step are located at the tenth step
Inside the concrete 120 poured into a mould in S300, together harden with concrete 120, so as to third step S230 in install second
Moulding reinforcing bar 60 together, plays the skeleton function of people's lithogenesis.Therefore, the people's lithogenesis constructed according to the present invention is made by means of second
Steel bar 60 and the first inner reinforcing elements 40 and there is firm skeleton.
6th step S260 is, between first inner reinforcing elements 40 and structure S, to make the first of grid form
Steel bar 20 is fixed on the process of the angle bar 10.
7th step S270 is to make one end of I types stiffener 70 be fixed on the first moulding reinforcing bar 20, the other end
It is fixed on the process of the second moulding reinforcing bar 60.After so installing I types stiffener 70, even if pouring in the tenth step S300
Note concrete 120,120 pouring pressure of concrete put on the first moulding reinforcing bar 20 and the second moulding reinforcing bar 60, also keep first
Interval between moulding reinforcing bar 20 and the second moulding reinforcing bar 60, people's lithogenesis of form and thickness needed for easily embodying.
8th step S280 is to make the side of X-type stiffener 80 be fixed on the angle bar 10, and opposite side is fixed on institute
State the process of GFRC artificial slabstones or GRS artificial slabstones 110 and the angle bar 10.
9th step S290 is the above or below configuration wire netting 30 in the first moulding reinforcing bar 20, is tied with bounding wire
Tie up the process of the first moulding reinforcing bar 20 and wire netting 30.
Tenth step S300 is to pour into a mould to mix between the wire netting 30 and GFRC artificial slabstones or GRS artificial slabstones 110
Solidifying soil 120 simultaneously causes the process hardened.In one embodiment as shown in Figures 1 and 2, the Modeling Material 100 of spraying constitutes people
The inside and surface of lithogenesis, conversely, in another embodiment shown in Fig. 3 and Fig. 4, GFRC artificial slabstones or GRS artificial slabstones 110
People's lithogenesis surface is constituted, is made up of concrete 120 inside which.By so cast concrete 120, wire netting 30, the first moulding
Reinforcing bar 20, the first inner reinforcing elements 40, the second inner reinforcing elements 50, the second moulding reinforcing bar 60, I types stiffener 70 and concrete
The X-type stiffener 80 that includes inside 120, angle bar 10 etc. are together hardened so that people's lithogenesis has firm structure.
Industrial utilization probability
It is the present invention relates to people's lithogenesis construction method of large scale structure, while seeking with surrounding landscape harmony, and durable
Property outstanding people's lithogenesis construction industry linking, for various building Environmental Industries.
Claims (5)
1. people's lithogenesis construction method of a kind of large scale structure, it is characterised in that include：
The step of angle bar (10) are installed on structure (S) (S110)；From the structure (S) separate both set a distance grid
The step of first moulding reinforcing bar (20) of form is fixed on the angle bar (10) (S120)；In the first moulding reinforcing bar (20)
Former configuration wire netting (30), with the step of tying up line tying the first moulding reinforcing bar (20) and wire netting (30) (S130)；Make lattice
First inner reinforcing elements (40) of sub- form are fixed on the angle bar (10), and first inner reinforcing elements (40) to described
The front side of wire netting (30) isolates the step of both set a distance is installed (S140)；Make inside the second of bending along its length
Reinforcement (50) is fixed on the step of before first inner reinforcing elements (40) (S150)；In first inner reinforcing elements
(40) separate both set a distances in front of, the second moulding reinforcing bar (60) of grid form is installed, and cause to be fixed in described second
The step of portion's reinforcement (50) (S160)；One end of I type stiffeners (70) is made to be fixed on the first moulding reinforcing bar (20),
The step of other end is fixed on the second moulding reinforcing bar (60) (S170)；One end of X-type stiffener (80) is made to be fixed on institute
Angle bar (10) is stated, the step of the other end is fixed on the second moulding reinforcing bar (60) (S180)；In the second moulding reinforcing bar
(60) front, alternate repetition carry out the sprinkling and health preserving of Modeling Material (100), the step of embody people's lithogenesis form and color
(S200)。
2. people's lithogenesis construction method of large scale structure according to claim 1, it is characterised in that
It is described installation X-type stiffener (80) the step of (S180) and spray Modeling Material (100) the step of (S200) between,
Also include making to haveOne end of the handrails framework (90) in state section is fixed on before the first moulding reinforcing bar (20),
Make the other end of handrails framework (90) to the front of the second moulding reinforcing bar (60) protrude the step of (S190).
3. people's lithogenesis construction method of large scale structure according to claim 1, it is characterised in that
In the sprinkling step (S200) of the Modeling Material (100), 2 kinds of Modeling Materials (100) health preserving are sprayed, is sprayed for the first time
The Modeling Material for spilling includes 38～48 weight % of cement, 5～15 weight % of limestone, 28～33 weight % of silicon sand, ferrum oxide face
1～3 weight % of material, 1～2 weight % of water solublity mortar adhesiving reinforcing agent, 10～15 weight % of water, 0.3～0.5 weight of water reducer
Amount %, 0.3～0.5 weight % of lubricant, 2～5 weight % of polypropylene fibre, 2～5 weight % of high-tenacity PVA fibers, glass fibers
2～3 weight % of dimension, the second Modeling Material sprayed above the Modeling Material of first time sprinkling include 45～55 weight of white cement
Amount %, 20～30 weight % of silicon sand, 5～15 weight % of limestone, 2～5 weight % of polypropylene fibre, high-tenacity PVA fibers 2～
5 weight %, 10～15 weight % of water, 1～2 weight % of water solublity mortar adhesiving reinforcing agent, 1～3 weight % of iron oxide pigment.
4. people's lithogenesis construction method of a kind of large scale structure, it is characterised in that include：
Using foundation bolt, the step of angle bar (10) is installed on structure (S) (S210)；It is solid in the end of the angle bar (10)
The step of determining certain one in GFRC artificial slabstones or GRS artificial slabstones (110) (S220)；Separate set from the structure (S)
The step of distance ground is fixed on the angle bar (10) the second moulding reinforcing bar (60) of grid form (S230)；Make along its length
Second inner reinforcing elements (50) of bending are fixed on the step of behind the second moulding reinforcing bar (60) (S240)；In the knot
First inner reinforcing elements (40) of grid form are installed between structure body (S) and the second moulding reinforcing bar (60), and make to add inside first
The step of strong part (40) is fixed on the second inner reinforcing elements (50) (S250)；In first inner reinforcing elements (40) and knot
Between structure body (S), the step of the first moulding reinforcing bar (20) of grid form is fixed on the angle bar (10) (S260)；Make I types
The first moulding reinforcing bar (20) is fixed in one end of stiffener (70), and the other end is fixed on the second moulding reinforcing bar
(60) the step of (S270)；Make the side of X-type stiffener (80) be fixed on the angle bar (10), opposite side is fixed on described
GFRC artificial slabstones or GRS artificial slabstones (110) and (S280) the step of the angle bar (10).
5. people's lithogenesis construction method of large scale structure according to claim 4, it is characterised in that
In above or below configuration wire netting (30) of the first moulding reinforcing bar (20), the first moulding reinforcing bar is bundled with bounding wire
(20) with (S290) the step of wire netting (30)；In the wire netting (30) and GFRC artificial slabstones or GRS artificial slabstones (110)
Between pour into a mould concrete (120) and cause hardening the step of (S300).
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR1020130074608A KR101373458B1 (en) | 2013-06-27 | 2013-06-27 | A large size artificial rock manufacturing method |
| KR10-2013-0074608 | 2013-06-27 | ||
| PCT/KR2014/005648 WO2014209018A1 (en) | 2013-06-27 | 2014-06-25 | Method for constructing artificial rock large structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104736352A CN104736352A (en) | 2015-06-24 |
| CN104736352B true CN104736352B (en) | 2017-04-19 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201480002642.3A Expired - Fee Related CN104736352B (en) | 2013-06-27 | 2014-06-25 | Method for constructing artificial rock large structure |
Country Status (3)
| Country | Link |
|---|---|
| KR (1) | KR101373458B1 (en) |
| CN (1) | CN104736352B (en) |
| WO (1) | WO2014209018A1 (en) |
Families Citing this family (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101598073B1 (en) * | 2014-12-31 | 2016-02-26 | 윤복모 | View Stone Panel using Recycling Material |
| KR101658606B1 (en) * | 2015-03-10 | 2016-09-21 | (주)유민산업 | Manufacturing metohd and block for block |
| CN104773023B (en) * | 2015-04-20 | 2017-10-10 | 江苏山水环境建设集团股份有限公司 | The close net of barricade adhesion type steelframe now moulds GRC artificial hillocks and its construction method |
| CN105538820B (en) * | 2016-02-02 | 2017-12-22 | 中国建筑第六工程局有限公司 | One kind modeling stone moulding back-up coat and its construction method |
| KR101660207B1 (en) * | 2016-02-17 | 2016-09-26 | 류호준 | mold panel for construction and construct method using it |
| KR101693671B1 (en) * | 2016-06-08 | 2017-01-06 | 조희승 | concrete composition and it manufacture method |
| CN108312767A (en) * | 2017-12-28 | 2018-07-24 | 中冶建筑研究总院有限公司 | A kind of mesh sheet production method of plastic stone rockery |
| CN115179684A (en) * | 2022-05-20 | 2022-10-14 | 中电建十一局工程有限公司 | Novel water conservancy landscape engineering construction method |
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- 2013-06-27 KR KR1020130074608A patent/KR101373458B1/en active IP Right Grant
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| CN1423023A (en) * | 2001-11-27 | 2003-06-11 | 凌小平 | Method for making covering layer of artificial stone for building |
| JP2003193427A (en) * | 2001-12-26 | 2003-07-09 | Kunitomi Co Ltd | Structure or reinforcing method of ground |
| KR20030018019A (en) * | 2003-01-09 | 2003-03-04 | 윤복모 | Structures of artificial falls and method for constructing the same |
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Also Published As
| Publication number | Publication date |
|---|---|
| WO2014209018A1 (en) | 2014-12-31 |
| KR101373458B1 (en) | 2014-03-13 |
| CN104736352A (en) | 2015-06-24 |
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