CN109024577A - Engineering method stake stake heart positioning auxiliary device and engineering method stake stake heart localization method - Google Patents
Engineering method stake stake heart positioning auxiliary device and engineering method stake stake heart localization method Download PDFInfo
- Publication number
- CN109024577A CN109024577A CN201810979184.9A CN201810979184A CN109024577A CN 109024577 A CN109024577 A CN 109024577A CN 201810979184 A CN201810979184 A CN 201810979184A CN 109024577 A CN109024577 A CN 109024577A
- Authority
- CN
- China
- Prior art keywords
- stake
- mixing pile
- heart
- support bar
- positioning
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- 238000012407 engineering method Methods 0.000 title claims abstract description 70
- 238000000034 method Methods 0.000 title claims abstract description 27
- 230000004807 localization Effects 0.000 title claims abstract description 18
- 238000009432 framing Methods 0.000 claims abstract description 44
- 238000010276 construction Methods 0.000 claims description 49
- 230000003014 reinforcing effect Effects 0.000 claims description 36
- 238000005553 drilling Methods 0.000 claims description 28
- 239000000853 adhesive Substances 0.000 claims description 4
- 230000001070 adhesive effect Effects 0.000 claims description 4
- 230000002093 peripheral effect Effects 0.000 claims description 4
- 238000000605 extraction Methods 0.000 abstract description 8
- 239000002002 slurry Substances 0.000 abstract description 8
- 238000009434 installation Methods 0.000 abstract description 7
- 230000006378 damage Effects 0.000 abstract description 4
- 238000009435 building construction Methods 0.000 abstract description 2
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 18
- 229910052742 iron Inorganic materials 0.000 description 9
- 238000010586 diagram Methods 0.000 description 7
- 229910000831 Steel Inorganic materials 0.000 description 6
- 239000010959 steel Substances 0.000 description 6
- 230000000694 effects Effects 0.000 description 4
- 239000000203 mixture Substances 0.000 description 4
- 238000003756 stirring Methods 0.000 description 4
- 238000003466 welding Methods 0.000 description 4
- 239000002689 soil Substances 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 241001074085 Scophthalmus aquosus Species 0.000 description 1
- 239000002390 adhesive tape Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 238000011109 contamination Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 239000004922 lacquer Substances 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
- 238000004804 winding Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
- E02D5/46—Concrete or concrete-like piles cast in position ; Apparatus for making same making in situ by forcing bonding agents into gravel fillings or the soil
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
This application involves technical field of building construction, and more particularly, to a kind of engineering method stake stake heart positioning auxiliary device and engineering method stake stake heart localization method, engineering method stake stake heart positioning auxiliary device includes locating rack, support frame and positioning rope;The casing for the mixing pile machine that one end of locating rack is used to be connected in guide groove, there are two hitch points for the other end setting of locating rack, and two hitch points are hung with sash weight respectively;Positioning rope setting is provided with length framing label on the support frame, on positioning rope;Projection of two sash weights along its vertical line direction respectively falls in framing and marks corresponding both ends.It can be seen that, by the way that locating rack is arranged, it realizes the outer of a heart and puts extraction, avoid positioning rope by the destruction of excessive slurries, and then ensure that the accuracy for utilizing the positioning rope guide pile heart again, furthermore, it avoids using the straight-bar guide pile heart, is influenced smaller by the factors such as artificially putting, furthermore present apparatus installation is simple, without moving repeatedly adjustment, operation is simplified.
Description
Technical field
This application involves technical field of building construction, more particularly, to a kind of engineering method stake stake heart positioning auxiliary device and engineering method
Stake stake heart localization method.
Background technique
Currently, SMW engineering method stake is also known as Rigid cable wall, i.e., the steel such as H profile steel are inserted into cement mixing method
Material makes simultaneously so as to form with some strength and rigidity, continuous whole, jointless underground wall body together
Have the function of stress and impervious two kinds.After the completion of its Support Function, fashioned iron can extract recycling.
In the construction of SMW engineering method stake, the fast accurate control of mixing pile stake heart position is one that construction enterprises face
Problem.Specifically, the SMW engineering method stake stake heart position construction common method there are two types of.One is by setting from stake heart fixed range
Horizontalization row stake bit-type steel, and framing stake position is identified in fashioned iron surface lacquer or welding short steel rod, it identifies and hangs down by fashioned iron surface
Directly put straight-bar and carry out stake heart plane positioning, identified on straight-bar the fixed range from the stake heart or its with a distance from subtract drilling rod half
Diameter, principle upper straight rod line are identified and are stirred drilling rod center by framing;It is another that parallel stake bit-type steel is changed to positioning cord,
Positioning rope is parallel at the fixed range of stake position and fixes, the paste color adhesive tape identification pile position on filament, similarly by by straight
Bar positions lower turn of drilling rod.In both the above method by straight-bar position drilling rod under indexing set, and guarantee straight-bar vertically put and
By the way that artificially control is affected in the operating process of drilling rod axle center, when improving precision with a distance from the stake heart by reducing, outside mixing pile
Overflow slurries and drilling rod falls stirring soil and may destroy positioning filament, puts when being positioned using parallel fashioned iron and to move fashioned iron more numb
It is tired.The artificial control of stake heart positioning causes SMW engineering method stake stake heart deviation long-term existence, and H profile steel insertion is influenced when serious and is enclosed
Protect water stopping function.
Summary of the invention
The application's is designed to provide a kind of engineering method stake stake heart positioning auxiliary device and engineering method stake stake heart localization method, with
Solve artificial control straight-bar vertical pendulum existing in the prior art and put guide pile heart plan-position easily to cause position error, furthermore when
When improving precision with a distance from the stake heart by reducing positioning cord, the stirring soil that the excessive slurries of mixing pile and drilling rod are fallen may be destroyed
The more troublesome technical problem of fashioned iron is put and moved when positioning filament, and positioning using parallel fashioned iron.
This application provides a kind of engineering method stake stake heart positioning auxiliary devices, comprising: locating rack and positioning rope;Wherein, institute
Positioning rope is stated for being placed in the outside of piling guide groove, is provided with length framing label on positioning rope along its length;Its
In, the casing for the mixing pile machine that one end of the locating rack is used to be connected in guide groove, the other end of the locating rack
There are two hitch points for setting, and two hitch points are hung with sash weight respectively;Support frame is set to the lower section of the sash weight, and
The positioning rope is arranged on support frame as described above;Direction is extended along on positioning rope is provided with length framing label, and described point
The length of width label is equal with the distance between the drill rod axis at the mixing pile machine both ends;The vertical line direction of two sash weights
It is perpendicular with the extending direction of the positioning rope;One of them described sash weight intersects at described along the sash weight extending direction
The end point of framing label, sash weight described in another one intersect at the another of the framing label along the sash weight extending direction
On end point.
In the above-mentioned technical solutions, further, the axis line of mixing pile machine both ends drilling rod and the guiding ditch
The stake heart line of preset construction mixing pile is located along the same line in slot;The line of two hitch points is parallel to described stir
Mix an axis line for machine both ends drilling rod;The flat outside wall surface of the straightway of the mixing pile machine casing is also parallel with the mixing pile
The axis line of machine both ends drilling rod;The positioning rope connects also parallel with the stake heart of construction mixing pile preset in the guide groove
Line;Positioning rope distance of the stake heart line of preset construction mixing pile in the guide groove is equal to the hitch point
The distance of flat outside wall surface apart from the mixing pile machine casing, the casing thickness of the mixing pile machine, the casing flat inner wall
Identity distance from the mixing pile machine blade it is outer peripheral with a distance from and the sum of the mixing pile machine blade radius;The framing label
Length is equal to the distance between two drill rod axis at the mixing pile machine both ends.
In any of the above-described technical solution, further, the locating rack includes first support bar and second support bar;
Wherein, the quantity of the first support bar is two;Two first support bars are symmetrically disposed on the second support bar
Both ends, and two first support bars, with the perpendicular connection of the second support bar, two first support bars are separate
One end of the second support bar is used to be connected to the planar end surface of the casing;The first support bar and second support
Bar is in the same plane, and the plane is perpendicular to the planar end surface of the casing and the vertical line direction of the sash weight, and institute
The length for stating second support bar is equal with the distance between the drill rod axis at the mixing pile machine both ends;The first support bar is hung down
Directly in the flat outside wall surface of the straightway of the mixing pile machine casing, and the length extension line of the first support bar is stirred by described
Mix the axis that a machine corresponds to drilling rod;The hitch point is arranged at the first support bar and the second support bar crosspoint.
In any of the above-described technical solution, further, the locating rack further includes two the first reinforcing bars, described in two
First reinforcing bar is symmetricly set on the two sides centered on the midpoint of the second support bar;First reinforcing bar is arranged in institute
It states between first support bar and the second support bar.
In any of the above-described technical solution, further, the locating rack further includes multiple second reinforcing bars, multiple described
Second reinforcing bar is arranged along the length direction of the second support bar;Multiple second reinforcing bars are supported with described first
Bar and the second support bar are located in Different Plane;The multiple described one end of second reinforcing bar far from the second support bar
For being connected to the outer surface of the mixing pile machine casing.
In any of the above-described technical solution, further, support frame as described above includes the first locating rod and the second locating rod;
Wherein, one end of the positioning rope is arranged in first locating rod, and the other end of the positioning rope is arranged described second
In locating rod.
In any of the above-described technical solution, further, the top of the sash weight is lower than the positioning rope.
In any of the above-described technical solution, further, the locating rack is weldingly connected with the casing and connects;Or it is described fixed
It is provided with magnet on the frame of position, the locating rack is adsorbed on the casing by the magnet.
In any of the above-described technical solution, further, the framing label is adhesive on the positioning rope.
In any of the above-described technical solution, further, the sash weight is connected to the hitch point by the sash weight rope
Place.
Present invention also provides a kind of engineering method stake stake heart localization methods, including engineering method stake described in any of the above-described technical solution
Stake heart positioning auxiliary device, thus, whole advantageous effects with the device, here, repeating no more.
Present invention also provides a kind of engineering method stake stake heart localization methods, comprising the following steps:
Step 100. determines the stake heart position of construction mixing pile according to drawing, further according to the model and positioning of mixing pile machine
The size of frame calculate hitch point in the guide groove it is preset construction mixing pile stake heart line reference outside put away from
From, by the positioning rope be placed into the guide groove it is preset construction mixing pile stake heart line be equal to the reference
It puts at the position of distance outside;
The locating rack of the engineering method stake stake heart positioning auxiliary device is mounted on the casing of the mixing pile machine by step 200.
On;
Step 300. is respectively along the stake heart line direction for being parallel to preset construction mixing pile in the guide groove 10
And the mobile mixing pile machine in its vertical line direction, and make a sash weight of the engineering method stake stake heart positioning auxiliary device along institute
The vertical line direction for stating sash weight is fallen on the end point of the framing label on the positioning rope, the engineering method stake stake heart positioning auxiliary dress
Another sash weight set is fallen in along the vertical line direction of the sash weight on another endpoint of the label of the framing on the positioning rope.
Compared with prior art, the application has the beneficial effect that
Engineering method stake stake heart positioning auxiliary device provided by the present application, including a kind of engineering method stake stake heart positioning auxiliary device includes
Locating rack, support frame and positioning rope;Wherein, one end of locating rack is used to be connected to the casing of mixing pile machine, locating rack
There are two hitch points for other end setting, and two hitch points are hung with sash weight respectively;Support frame is set to the ground of the lower section of sash weight
On face, and positioning rope setting is on the support frame;Length framing label is provided on positioning rope along its length, and framing marks
Length it is equal with the distance between the drill rod axis at mixing pile machine both ends;The extending directions of two sash weights prolongs with positioning rope
It is perpendicular to stretch direction;Two sash weights fall in corresponding framing along extending direction, that is, vertical direction projection of sash weight just and mark
Two-end-point at.
Use the process of the engineering method stake stake heart positioning auxiliary device guide pile heart are as follows: guide groove is set out according to drawing in advance first
The stake heart of interior construction mixing pile, the size of model and locating rack further according to the mixing pile machine of selection obtain hitch point distance
The vertical range of preset mixing pile stake heart line in guide groove, then positioning rope is moved to preset in guide groove
Mixing pile stake heart line is equal on the position of above-mentioned distance, and positioning rope is parallel to the preset mixing pile stake heart in guide groove at this time
Line, and an end of positioning rope is adjusted at preset position, this engineering method stake stake heart positioning auxiliary dress will be then installed
The mixing pile machine set is placed in the guide groove, and respectively along mixing pile stake preset in guide groove heart line direction with
And its mobile mixing pile machine in vertical line direction, so that the extending direction, that is, vertical direction of a sash weight on support frame along sash weight
Projection falls in one end of framing label, another sash weight on support frame along sash weight the projection of extending direction, that is, vertical direction
The other end for falling framing label, at this point, the stake heart position of the piling of mixing pile machine has determined, it is seen that realize and utilize this engineering method
Stake stake heart positioning auxiliary device realizes the quick guide pile heart, and avoids using traditional straight-bar localization method, thus by people
It influences smaller the factors such as to put, and extractions is put to the outer of the stake heart since the locating rack using the present apparatus realizes, so that positioning
Rope farther out, thus avoids excessive slurries and falls on positioning rope, and then anti-fastening apart from guide groove and mixing pile machine
Position rope is destroyed, and guarantees stake heart positioning accuracy, in addition, present apparatus installation is simple, without moving repeatedly adjustment, simplifies behaviour
Make.
As it can be seen that this engineering method stake stake heart positioning auxiliary device is realized the outer of a heart and puts extraction, guaranteed by setting locating rack
Positioning rope not will receive the destruction of the excessive slurries of guide groove, and then ensure that the standard for utilizing the positioning rope guide pile heart again
True property, in addition, avoid using straight-bar and the fashioned iron guide pile heart, by artificially put etc. factors influenced it is smaller, in addition, the present apparatus
Installation is simple, without moving repeatedly adjustment, simplifies operation.
Engineering method stake stake heart localization method provided by the present application realizes a heart using engineering method stake stake heart positioning auxiliary device
Quickly positioning, it is simple, convenient, and extraction is put to the outer of the stake heart due to realizing, so that positioning rope is without being only close to
Guide groove, thus positioning rope is avoided by mud contamination, so that positioning rope is reusable, and accurate positioning.
Engineering method stake stake heart localization method provided by the present application can be realized the quick positioning of a heart, and accuracy is high, is not necessarily to
It adjusts repeatedly.
Detailed description of the invention
It, below will be to specific in order to illustrate more clearly of the application specific embodiment or technical solution in the prior art
Embodiment or attached drawing needed to be used in the description of the prior art be briefly described, it should be apparent that, it is described below
Attached drawing is some embodiments of the application, for those of ordinary skill in the art, before not making the creative labor
It puts, is also possible to obtain other drawings based on these drawings.
Fig. 1 is the structural schematic diagram of engineering method stake stake heart positioning auxiliary device provided by the embodiments of the present application;
Fig. 2 is the another structural schematic diagram of engineering method stake stake heart positioning auxiliary device provided by the embodiments of the present application;
Fig. 3 is the structural schematic diagram of locating rack provided by the embodiments of the present application;
Fig. 4 is the another structural schematic diagram of locating rack provided by the embodiments of the present application;
Fig. 5 is the another structural schematic diagram of locating rack provided by the embodiments of the present application;
Fig. 6 is the another structural schematic diagram of locating rack provided by the embodiments of the present application;
Fig. 7 is the another structural schematic diagram of locating rack provided by the embodiments of the present application.
Appended drawing reference:
1- locating rack, 101- first support bar, 102- second support bar, the first reinforcing bar of 103-, the second reinforcing bar of 104-,
105- hitch point, 106- third reinforcing bar, 2- support frame, 3- positioning rope, 4- framing label, 5- sash weight, 6- fixed ring, 7- are fixed
Rope, 8- mounting post, 9- mixing pile machine, 91,92- drilling rod, 93- blade, 94- casing, 10- guide groove, 11- construction mixing pile.
Specific embodiment
It is clearly and completely described below in conjunction with technical solution of the attached drawing to the application, it is clear that described implementation
Example is some embodiments of the present application, instead of all the embodiments.
The component of the embodiment of the present application for usually describing and showing in attached drawing here can be with a variety of different configurations
To arrange and design.Therefore, the detailed description of the embodiments herein provided in the accompanying drawings is not intended to limit below and is wanted
The scope of the present application of protection is sought, but is merely representative of the selected embodiment of the application.
Based on the embodiment in the application, those of ordinary skill in the art are obtained without making creative work
The every other embodiment obtained, shall fall in the protection scope of this application.
In the description of the present application, it should be noted that term " center ", "upper", "lower", "left", "right", "vertical",
The orientation or positional relationship of the instructions such as "horizontal", "inner", "outside" be based on the orientation or positional relationship shown in the drawings, merely to
Convenient for describe the application and simplify description, rather than the device or element of indication or suggestion meaning must have a particular orientation,
It is constructed and operated in a specific orientation, therefore should not be understood as the limitation to the application.In addition, term " first ", " second ",
" third " is used for descriptive purposes only and cannot be understood as indicating or suggesting relative importance.
In the description of the present application, it should be noted that unless otherwise clearly defined and limited, term " installation ", " phase
Even ", " connection " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or be integrally connected;It can
To be mechanical connection, it is also possible to be electrically connected;It can be directly connected, can also can be indirectly connected through an intermediary
Connection inside two elements.For the ordinary skill in the art, above-mentioned term can be understood at this with concrete condition
Concrete meaning in application.
The engineering method stake stake heart positioning auxiliary device according to the application some embodiments is described referring to Fig. 1 to Fig. 7
And engineering method stake stake heart localization method.
Referring to figure 1 and figure 2, embodiments herein provides a kind of engineering method stake stake heart positioning auxiliary device, comprising:
Locating rack 1 and positioning rope 3;Wherein, positioning rope 3 is used to be placed in the outside of piling guide groove, side along its length on positioning rope 3
To being provided with length framing label 4;One end of locating rack 1 is used for the mixing pile machine casing 94 being connected in guide groove 10,
There are two hitch points 105 for the other end setting of locating rack 1, and two hitch points 105 are hung with sash weight respectively;Two sash weights 5
Vertical line direction is perpendicular with the extending direction of positioning rope 3, and one of sash weight 5 intersects at end point along its vertical line direction
On, another one sash weight is along another endpoint that the projection in its vertical line direction intersects at framing label 4.
Engineering method stake stake heart positioning auxiliary device provided by the present application, including locating rack 1, support frame 2 and positioning rope 3;Its
In, one end of locating rack 1 is used to be connected to the casing 94 of mixing pile machine 9, and there are two hitch points for the other end setting of locating rack 1
105, and two hitch points 105 are hung with sash weight 5 respectively;Support frame 2 is set on the ground of the lower section of sash weight 5;On positioning rope 3
It is provided with length framing label 4, and the drilling rod 91 and brill of the length e of framing label 4 and 9 both ends of mixing pile machine along its length
The distance between 92 axis of bar d is equal;The extending direction of two sash weights 5 is perpendicular with the extending direction of positioning rope 3;Two are hung
Hammer 5 is fallen at the two-end-point of corresponding framing label 4 just along extending direction, that is, vertical direction projection of sash weight 5.
Use the process of the engineering method stake stake heart positioning auxiliary device guide pile heart are as follows: guide groove is set out according to drawing in advance first
The stake heart of interior construction mixing pile 11, obtains hitch point further according to the model of mixing pile machine 9 and the size of locating rack of selection
105 in guide groove preset mixing pile stake heart line vertical range, then positioning rope 3 is moved to apart from guide groove
Interior preset mixing pile stake heart line is equal on the position of above-mentioned distance, and positioning rope 3 is parallel to preset in guide groove at this time
Mixing pile stake heart line, and an end of positioning rope 3 is adjusted at preset position, this engineering method stake stake heart will be installed at this time
The mixing pile machine 9 of positioning auxiliary device is placed in the guide groove 10, and respectively along mixing pile preset in guide groove
The mobile mixing pile machine 9 in stake heart line direction and its vertical line direction, so that prolonging along sash weight 5 of sash weight 5 on support frame 2
The projection for stretching the i.e. vertical direction in direction falls in one end of framing label 4, another prolonging along sash weight 5 of sash weight 5 on support frame 2
The projection for stretching the i.e. vertical direction in direction falls the other end of framing label 4, at this point, the stake heart position of the piling of mixing pile machine 9 is
Through determination, it is seen that realizing realizes the quick guide pile heart using this engineering method stake stake heart positioning auxiliary device, and avoids using and pass
The straight-bar localization method of system, thus by artificially put etc. factors influenced it is smaller, and due to being realized using the locating rack 1 of the present apparatus
Extraction is put to the outer of the stake heart so that positioning rope 3 apart from guide groove 10 and mixing pile machine 9 farther out, thus avoid excessive
Slurries are fallen on positioning rope 3, and then prevent positioning rope 3 from being destroyed, and guarantee stake heart positioning accuracy, in addition, the present apparatus is pacified
Dress is simple, without moving repeatedly adjustment, simplifies operation.
As it can be seen that this engineering method stake stake heart positioning auxiliary device is realized the outer of a heart and puts extraction, protected by setting locating rack 1
It has demonstrate,proved positioning rope 3 not and will receive the destruction of the excessive slurries of guide groove, and then ensure that and utilize the 3 guide pile heart of positioning rope again
Accuracy, in addition, avoid using straight-bar and the fashioned iron guide pile heart, by artificially put etc. factors influenced it is smaller, in addition, this
Device installation is simple, without moving repeatedly adjustment, simplifies operation.
Wherein, optionally, the vertical line direction of sash weight 5 is vertical direction;The extending direction of positioning rope 3 is horizontal direction.
Wherein, optionally, mixing pile machine 9 can be selected according to actual needs.
Wherein, optionally, it can determine the diameter of the radius of its blade 93, drilling rod 91 according to the model etc. of mixing pile machine 9, protect
The distance between thickness and the adjacent center line of drilling rod 91 of cylinder 94 etc..
Wherein, optionally, sash weight 5 is suspended at hitch point 105 by sash weight line.
Wherein, optionally, the planar end surface of locating rack 1 and the casing 94 of mixing pile machine, which is connected by welding, connects, but not only limits
In this.
In one embodiment of the application, it is preferable that as depicted in figs. 1 and 2, the axis of mixing pile machine both ends drilling rod connects
The stake heart line of line and construction mixing pile 11 preset in guide groove 10 is located along the same line;The company of two hitch points 105
Line is parallel to the axis line of mixing pile machine both ends drilling rod;The flat outside wall surface of the straightway of mixing pile machine casing 94 is also parallel with stirring
Mix an axis line for machine both ends drilling rod;The stake heart of the positioning rope 3 also parallel with construction mixing pile 11 preset in guide groove 10
Line;Positioning rope 3 in guide groove 10 it is preset construction mixing pile 11 stake heart line distance be equal to hitch point 105 away from
Flat inner wall distance from the flat outside wall surface distance a of mixing pile machine casing 94,94 thickness of casing of mixing pile machine, casing 94 is stirred
Mix the sum of a machine blade outer peripheral distance b and mixing pile machine blade radius c;The length of framing label 4 is equal to mixing pile machine
The distance between 92 axis of two drilling rods 91 and drilling rod at both ends.
In this embodiment, positioning rope 3 in guide groove 10 it is preset construction mixing pile 11 stake heart line away from
From the outer edge distance shield for being equal to the distance a of planar end surface of the casing 94 with a distance from hitch point 105, the thickness of casing, blade 93
Cylinder 94 the sum of the 93 radius c three of distance b and blade of flat inner wall of straightway, thus positioning rope 3 can be placed on away from
From in guide groove 10, the stake heart line of preset construction mixing pile 11 is equal at the position of above-mentioned sum of the distance, and by positioning rope
3 are moved to specified original position along the stake heart line direction of construction mixing pile 11 preset in guide groove 10, are moving
The dynamic mixing pile machine 9 for being equipped with the present apparatus, so that the projection of two sash weights 5 along vertical direction in the present apparatus is fallen in point just
The both ends of width label 4.
In one embodiment of the application, it is preferable that as shown in Figures 3 to 5, locating rack 1 includes first support bar 101
And first support bar 102;Wherein, the quantity of first support bar 101 is two;Two first support bars 101 are symmetrically disposed on
The both ends of first support bar 102, and two first support bars 101 with the perpendicular connection of first support bar 102, two first
Strut 101 is used to be connected to the planar end surface of casing 94 far from one end of first support bar 102;First support bar 101 and first
Support rod 102 is in the same plane, and plane is perpendicular to the planar end surface of casing 94 and the extending direction of sash weight 5, and first
The length of support rod 102 is equal with the distance between 91 axis of drilling rod at 9 both ends of mixing pile machine;First support bar 101 perpendicular to
The planar end surface of mixing pile machine 9, and the length extension line of first support bar 101 corresponds to the axis of drilling rod by mixing pile machine;Suspension
Point 105 is arranged at 102 crosspoint of first support bar 101 and first support bar.
In this embodiment, between the axis of two drilling rods 91 that a machine both ends are calculated according to the mixing pile machine of selection 9
Distance d, the length of first support bar 102 is determined according to this distance, selects first of suitable length according to actual needs
The length f of strut 101, the both ends of first support bar 102 link together with corresponding first support bar 101 respectively, and even
Junction forms hitch point 105, passes through sash weight line at hitch point 105 and hangs sash weight 5, so that the vertical line of sash weight 5 is along vertical side
To.As it can be seen that the extraction of the outer shifting to the 9 piling pile heart of mixing pile machine is realized by first support bar 102, convenient for by piling pile machine
Pile driving position is corresponding with the construction stake heart position of mixing pile 11 preset in guide groove 10.Wherein, first support bar 101 with
First support bar 102 can be by being welded together, but is not limited only to this.Wherein, first support bar 101 and mixing pile machine 9
End face be connected by welding and connect, certainly, be not limited only to this.
In one embodiment of the application, it is preferable that first support bar 101 and first support bar 102 are flexible
Formula structure.
In this embodiment, first support bar 101 and first support bar 102 are telescopic structure, so that the present apparatus
Suitable for the mixing pile machine 9 of different model, the length of first support bar 101 and first support bar 102 can be adjusted at any time, with
Make that it is suitable for unused mixing pile machines 9.
In one embodiment of the application, it is preferable that as shown in Figures 3 to 5, first support bar 101 and first
102 intersection of strut is provided with mounting post 8, and mounting post 8 is for hanging sash weight 5.In this embodiment, setting due to mounting post 8
It sets, only need to the vertical line winding of hanging of sash weight 5 be hitched mounting post 8 and can realize fixation to sash weight 5, it is simple, convenient.
In one embodiment of the application, it is preferable that as shown in Figures 3 to 5, locating rack 1 further includes two first and adds
Solid rod 103, two the first reinforcing bars 103 are symmetricly set on the two sides centered on the midpoint of first support bar 102;First reinforces
Bar 103 is arranged between first support bar 101 and first support bar 102.
In this embodiment, the first reinforcing bar 103 plays the role of reinforcing first support bar 101 and first support bar 102,
So that the intensity of 1 entirety of locating rack is higher, it is hardly damaged.
In one embodiment of the application, it is preferable that as shown in Figure 3 and Figure 5, locating rack 1 further include multiple second plus
Solid rod 104, multiple second reinforcing bars 104 are arranged along the length direction of first support bar 102;Multiple second reinforcing bars 104 are
It is located in Different Plane with first support bar 101 and first support bar 102;Multiple second reinforcing bars 104 are far from the first support
One end of bar 102 is used to be connected to the outer surface of 9 casing 94 of mixing pile machine.
In this embodiment, as shown in Figure 3 and Figure 5, the second reinforcing bar 104 and first support bar 101, first support bar
102 and first reinforcing bar 103 to be formed by planar shaped at a certain angle, and the second reinforcing bar 104 is arranged in mixing pile machine
Between casing 94 and first support bar 102, the second reinforcing bar 104, which plays, reinforces the whole effect of locating rack 1, so that locating rack 1
Whole intensity is higher.Wherein, optionally, when the quantity of the second reinforcing bar 104 is two, one of them second reinforcing bar
104 are arranged in one end of first support bar 102, and the another of first support bar 102 is arranged in the second reinforcing bar of another one 104
End.Wherein, optionally, the second reinforcing bar 104 is located at the top of first support bar 101 and first support bar 102.Wherein, optional
Ground, as shown in figure 4, locating rack 1 further includes multiple third reinforcing bars 106, multiple third reinforcing bars 106 are along first support bar
102 length direction arrangement;Multiple third reinforcing bars 106 are located at from first support bar 101 and first support bar 102 different
In plane, multiple third reinforcing bars 106 are used to be connected to the appearance of mixing pile machine casing 94 far from one end of first support bar 102
Face, and third reinforcing bar 106 is located at the lower section of first support bar 101 and first support bar 102.
In one embodiment of the application, it is preferable that as depicted in figs. 1 and 2, support frame 2 include the first locating rod with
And second locating rod;Wherein, one end of positioning rope 3 is arranged in the first locating rod, and the other end setting of positioning rope 3 is fixed second
On the bar of position.
In this embodiment, the distance of planar end surface of the hitch point 105 apart from the casing 94, the thickness of casing 94 are calculated
Degree, flat interior and exterior of the blade 93 apart from 94 straightway of casing the sum of 93 radius of distance and blade after, fixed first will determine
The stake heart line that position bar and the second locating rod are moved to the preset construction mixing pile 11 in guide groove 10 is equal to this
At the position of sum, and the first locating rod is moved into the stake heart line of preset construction mixing pile 11 in guide groove 10
At the preset position of extending direction, while ensuring that the first locating rod and the line of the second locating rod are parallel in guide groove 10 in advance
If construction mixing pile 11 stake heart line, at this point, one end of positioning rope 3 is fixed in the first locating rod again, positioning rope 3
The other end is fixed in the second locating rod, so that the fixation to positioning rope 3 is realized, fixed according to framing label 4 on positioning rope 3
The position stake heart.
In one embodiment of the application, it is preferable that as shown in Figure 1, the top of sash weight 5 is lower than positioning rope 3.
In this embodiment, the top of sash weight 5 is lower than positioning rope 3, right convenient for sash weight 5 and the framing label 4 on positioning rope 3
Standard, convenient for observation.
In one embodiment of the application, it is preferable that locating rack 1 is weldingly connected with casing 94 and connects;Or it is set on locating rack 1
It is equipped with magnet, locating rack 1 is adsorbed on casing 94 by magnet.(not shown)
In this embodiment, locating rack 1 can be linked together by way of welding with mixing pile machine 9, so that locating rack 1
It is more stable, it is not easy to shake.Locating rack 1 can also be embedded with magnet, and the outside wall surface of mixing pile machine casing 94 is adsorbed on using magnet
On, facilitate installation and removal.
In one embodiment of the application, it is preferable that as shown in figure 5, locating rack 1 further includes fixed rope 7, locating rack 1
On be provided with two fixed rings 6 being spaced apart along the planar end surface of 9 casing 94 of mixing pile machine, one end of fixed rope 7 with
One of fixed ring 6 is connected, and the other end and the another one fixed ring of fixed rope 7 are detachably connected.
It in this embodiment, can be by positioning rope 3 when locating rack 1 to be connected in the outside wall surface of 9 casing 94 of mixing pile machine
One end disassembled from one of positioning ring, enwind mixing pile machine 9 for positioning rope more than 3 times, and finally by positioning rope 3
Free end be fixed in another positioning ring 6, so that locating rack 1 be helped to be located on the casing 94 of mixing pile machine 9, play into one
Walk the effect reinforced.
In one embodiment of the application, it is preferable that framing label 4 is adhesive on positioning rope 3.(not shown)
In this embodiment, framing label 4 is adhesive on positioning rope 3, is adjusted at any time convenient for framing label 4 in positioning rope 3
On position and replacement etc., keep its applicability stronger.
Present invention also provides a kind of engineering method stake stake heart localization methods, including engineering method stake stake described in any of the above-described embodiment
Heart positioning auxiliary device, thus, whole advantageous effects with the device, here, repeating no more.
Shown in Figure 6, embodiments herein, which also provides, a kind of utilizes engineering method stake stake described in any of the above-described embodiment
The engineering method stake stake heart localization method of heart positioning auxiliary device, comprising the following steps:
Step 101, the stake heart position that construction mixing pile is determined according to drawing, model further according to mixing pile machine 9 and fixed
The size of position frame calculates the reference of the hitch point 15 stake heart line of preset construction mixing pile in guide groove 10
Distance is put outside, the stake heart line that the positioning rope 3 is placed into the preset construction mixing pile in guide groove 10 is equal to and is drawn
At the position for putting distance outside;
Step 102, the shield that the locating rack 1 of the engineering method stake stake heart positioning auxiliary device is mounted on to the mixing pile machine 9
On cylinder 94;
Step 103, respectively along be parallel in guide groove 10 it is preset construction mixing pile stake heart line direction and
The mobile mixing pile machine 9 in its vertical line direction, and make a sash weight 5 of the engineering method stake stake heart positioning auxiliary device along described
The vertical line direction of sash weight 5 is fallen on the end point of the framing label 4 on the positioning rope 3, the engineering method stake stake heart positioning auxiliary
Another sash weight 5 of device falls in the other end of the framing label 4 on the positioning rope 3 along the vertical line direction of the sash weight 5
Point on.
Step 101, the stake heart position that construction mixing pile 11 is determined according to drawing, model further according to mixing pile machine 9 and
The size of locating rack calculates the hitch point 105 stake heart line of preset construction mixing pile 11 in guide groove 10
Reference is outer to put distance, and the positioning rope 3 is placed into the stake heart line of the preset construction mixing pile 11 in guide groove 10
It is outer equal to reference to put at the position of distance;
Step 102, the shield that the locating rack 1 of the engineering method stake stake heart positioning auxiliary device is mounted on to the mixing pile machine 9
On cylinder 94;
Step 103, respectively along be parallel in guide groove 10 it is preset construction mixing pile 11 stake heart line direction with
And its mobile mixing pile machine 9 in vertical line direction, and make a sash weight 5 of the engineering method stake stake heart positioning auxiliary device along institute
The vertical line direction for stating sash weight 5 is fallen on the end point of the framing label 4 on the positioning rope 3, and the engineering method stake stake heart positioning is auxiliary
The framing label 4 for helping another sash weight 5 of device to be fallen on the positioning rope 3 along the vertical line direction of the sash weight 5 it is another
On endpoint.
Engineering method pile driving construction system provided by the present application uses the process of the engineering method stake stake heart positioning auxiliary device guide pile heart
Are as follows: obtain hitch point 105 in guide groove 10 according to the size of the parameter of the mixing pile machine of selection 9 and locating rack first
The distance of the stake heart line of preset construction mixing pile 11, then positioning rope 3 is moved to preset in guide groove 10 apply
The stake heart line of work mixing pile 11 is equal on the position of above-mentioned distance, and positioning rope 3 is parallel to preset in guide groove 10 at this time
The stake heart line of construction mixing pile 11, and an end of positioning rope 3 is adjusted at preset position, this work will be installed at this time
The mixing pile machine 9 of method stake stake heart positioning auxiliary device is placed in the guide groove 10, and is parallel in guide groove 10 and is preset
Construction mixing pile 11 the mobile mixing pile machine 9 in stake heart line direction and its vertical line direction so that one on support frame 2 is hung
Hammer 5 falls in one end of framing label 4 along extending direction, that is, vertical direction projection of sash weight 5, another on support frame 2 is hung
Hammer 5 falls the other end of framing label 4 along extending direction, that is, vertical direction projection of sash weight 5, at this point, mixing pile machine 9
The stake heart position of piling has determined.Wherein, wherein optionally, distance of the positioning rope 3 apart from 10 center line of guide groove
Distance and blade 93 half of the distance, blade 93 of planar end surface equal to hitch point 105 apart from the casing 94 apart from casing 94
The sum of diameter three, thus positioning rope 3 can be placed on to the position that the center line apart from guide groove 10 is equal to above-mentioned sum of the distance
Place, and positioning rope 3 is moved to specified original position along the extending direction of guide groove 10, this dress is installed in movement
The agitating device set, so that the projection of two sash weights 5 along vertical direction in the present apparatus falls in the two of framing label 4 just
End.Wherein, the distance of the stake heart line of preset construction mixing pile 11 in guide groove of positioning rope 3 is equal to hitch point distance
The distance a of the flat outside wall surface of mixing pile machine casing, the casing thickness of mixing pile machine, casing flat inner wall apart from mixing pile machine leaf
The sum of piece outer peripheral distance b and mixing pile machine blade radius c.
In the preferred embodiment of the engineering method stake stake heart localization method, step 102 includes:
Step 1022 measures length is equal to the distance between axis of two drilling rods 91 of 9 end of mixing pile machine first
Support rod 102;
Step 1024, the both ends that two first support bars 101 are symmetrically disposed on to first support bar 102, and two
One support rod 101 with the perpendicular connection of the first support bar 102, then by the vertically connection of two first support bars 101
To the flat outside wall surface of the straightway of the casing 94 of mixing pile machine 9.
In the preferred embodiment of the engineering method pile driving construction system, step 103 includes: respectively along being parallel to the guide groove 10
The mobile mixing pile machine 9 in stake heart line direction and its vertical line direction of interior preset construction mixing pile 11, so that second support bar
The projection of the sash weight 5 at 102 both ends along vertical direction respectively falls in the corresponding both ends of the positioning rope 3.
Shown in Figure 7, the embodiment of the invention also provides a kind of engineering method stake stake heart localization methods, comprising:
Step 201, the stake heart position that construction mixing pile 11 is determined according to drawing, model further according to mixing pile machine 9 and
The flat outside wall surface distance that straightway of the hitch point 105 apart from 9 casing 94 of mixing pile machine is calculated in the size of locating rack 1 calculates
The outer of stake heart line of preset construction mixing pile 11 puts distance in 105 guide groove 10 of hitch point, and the positioning rope 3 is placed
Stake heart line to construction mixing pile 11 preset in guide groove 10 is equal at the position for putting distance outside;
Step 202 measures first that length is equal to the distance between axis of two drilling rods 91 of 9 end of mixing pile machine
Strut 102;
Step 203, the both ends that two first support bars 101 are symmetrically disposed on to first support bar 102, and two first
Support rod 101 with the perpendicular connection of the first support bar 102, then two first support bars 101 is vertically connected to
In the flat outside wall surface of the straightway of the casing 94 of mixing pile machine 9;
Step 204 includes: to connect respectively along the stake heart for being parallel to preset construction mixing pile 11 in guide groove 10
The mobile mixing pile machine 9 in line direction and its vertical line direction, so that the throwing of the sash weight 5 at 2 both ends of the second support frame along vertical direction
Shadow respectively falls in the corresponding both ends of the positioning rope 3.
Engineering method stake stake heart localization method provided by the present application, it is fixed by setting using this engineering method stake stake heart positioning auxiliary device
Position frame 1, realizes the outer of a heart and puts extraction, ensure that destruction of the positioning rope 3 by excessive slurries, and then ensure that sharp again
With the accuracy of the 3 guide pile heart of positioning rope, in addition, avoid using the straight-bar guide pile heart, by artificially put etc. factors influenced compared with
It is small, in addition, present apparatus installation is simple, without moving repeatedly adjustment, simplify operation.
Finally, it should be noted that the above various embodiments is only to illustrate the technical solution of the application, rather than its limitations;To the greatest extent
Pipe is described in detail the application referring to foregoing embodiments, those skilled in the art should understand that: its according to
So be possible to modify the technical solutions described in the foregoing embodiments, or to some or all of the technical features into
Row equivalent replacement;And these are modified or replaceed, each embodiment technology of the application that it does not separate the essence of the corresponding technical solution
The range of scheme.
Claims (10)
1. a kind of engineering method stake stake heart positioning auxiliary device characterized by comprising locating rack and positioning rope;
Wherein, the positioning rope is used to be placed in the outside of piling guide groove, is provided with length along its length on positioning rope
Framing label;
One end of the locating rack is used for the mixing pile machine casing being connected in guide groove, and the other end of the locating rack is set
Hitch point there are two setting, and two hitch points are hung with sash weight respectively;The vertical line direction of two sash weights with it is described
The extending direction of positioning rope is perpendicular, and one of them described sash weight intersects at one end of the framing label along its vertical line direction
On point, sash weight described in another one is along another endpoint that its vertical line direction intersects at the framing label.
2. engineering method stake stake heart positioning auxiliary device according to claim 1, which is characterized in that bore at the mixing pile machine both ends
The axis line of bar and the stake heart line of construction mixing pile preset in the guide groove are located along the same line;Described in two
The line of hitch point is parallel to the axis line of mixing pile machine both ends drilling rod;The straightway of the mixing pile machine casing is put down
Axis line of the outside wall surface also parallel with mixing pile machine both ends drilling rod;The positioning rope is also parallel in the guide groove
The stake heart line of preset construction mixing pile;The stake heart of the positioning rope preset construction mixing pile in the guide groove
The distance of line is equal to distance, the shield of the mixing pile machine of flat outside wall surface of the hitch point apart from the mixing pile machine casing
Barrel thickness, the casing flat inner wall apart from the outer peripheral distance of the mixing pile machine blade and the mixing pile machine blade
The sum of radius;The length of the framing label is equal to the distance between two drill rod axis at the mixing pile machine both ends.
3. engineering method stake stake heart positioning auxiliary device according to claim 2, which is characterized in that the locating rack includes first
Support rod and second support bar;Wherein, the quantity of the first support bar is two;Two first support bars are symmetrically set
Be placed in the both ends of the second support bar, and two first support bars with the perpendicular connection of the second support bar, two
A first support bar is used to be connected to the planar end surface of the casing far from one end of the second support bar;Described first
Support rod is in the same plane with the second support bar, and the plane is perpendicular to the planar end surface of the casing and described
The vertical line direction of sash weight, and the distance between the length of the second support bar and the drill rod axis at the mixing pile machine both ends phase
Deng;Flat outside wall surface of the first support bar perpendicular to the straightway of the mixing pile machine casing, and the first support bar
Length extension line corresponds to the axis of drilling rod by the mixing pile machine;Hitch point setting the first support bar with it is described
At second support bar crosspoint.
4. engineering method stake stake heart positioning auxiliary device according to claim 3, which is characterized in that the locating rack further includes two
A first reinforcing bar, two first reinforcing bars are symmetricly set on the two sides centered on the midpoint of the second support bar;
First reinforcing bar is arranged between the first support bar and the second support bar.
5. engineering method stake stake heart positioning auxiliary device according to claim 4, which is characterized in that the locating rack further includes more
A second reinforcing bar, multiple second reinforcing bars are arranged along the length direction of the second support bar;Multiple described second
Reinforcing bar is located in Different Plane with the first support bar and the second support bar;Multiple second reinforcing bars are remote
One end from the second support bar is used to be connected to the outer surface of the mixing pile machine casing.
6. engineering method stake stake heart positioning auxiliary device according to claim 1, which is characterized in that it further include support frame, it is described
Support frame is used to support the positioning rope;Support frame as described above includes the first locating rod and the second locating rod;Wherein, the positioning
One end of rope is arranged in first locating rod, and the other end of the positioning rope is arranged in second locating rod.
7. engineering method stake stake heart positioning auxiliary device according to any one of claim 1 to 6, which is characterized in that described to hang
The top of hammer is lower than the positioning rope.
8. engineering method stake stake heart positioning auxiliary device according to any one of claim 1 to 6, which is characterized in that described fixed
Position frame is weldingly connected with the casing to be connect;Or magnet is provided on the locating rack, the locating rack is adsorbed by the magnet
On the casing.
9. engineering method stake stake heart positioning auxiliary device according to any one of claim 1 to 6, which is characterized in that described point
Width label is adhesive on the positioning rope.
10. a kind of engineering method stake stake heart localization method characterized by comprising
Step 100. determines the stake heart position of construction mixing pile according to drawing, model further according to the mixing pile machine and described
The size distance of locating rack calculates the stake heart of the hitch point preset construction mixing pile in the guide groove
Distance is put outside the reference of line, the positioning rope is placed into the stake heart of the preset construction mixing pile in the guide groove
Line, which is equal to outside the reference, to be put at the position of distance;
The locating rack is mounted on the casing of the mixing pile machine by step 200.;
Step 300. respectively along be parallel in the guide groove it is preset construction mixing pile stake heart line direction and institute
The mobile mixing pile machine in vertical line direction of a heart line is stated, and makes a sash weight of the engineering method stake stake heart positioning auxiliary device
It is fallen in along the vertical line direction of the sash weight on the end point of the label of the framing on the positioning rope, the engineering method stake stake heart positioning
Another sash weight of auxiliary device falls in the other end of the label of the framing on the positioning rope along the vertical line direction of the sash weight
Point on.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201810979184.9A CN109024577A (en) | 2018-08-24 | 2018-08-24 | Engineering method stake stake heart positioning auxiliary device and engineering method stake stake heart localization method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201810979184.9A CN109024577A (en) | 2018-08-24 | 2018-08-24 | Engineering method stake stake heart positioning auxiliary device and engineering method stake stake heart localization method |
Publications (1)
Publication Number | Publication Date |
---|---|
CN109024577A true CN109024577A (en) | 2018-12-18 |
Family
ID=64624559
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201810979184.9A Pending CN109024577A (en) | 2018-08-24 | 2018-08-24 | Engineering method stake stake heart positioning auxiliary device and engineering method stake stake heart localization method |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN109024577A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN114349312A (en) * | 2021-12-27 | 2022-04-15 | 河北光兴半导体技术有限公司 | Method for butt-jointing glass forming equipment and feeding device |
Citations (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2006037492A (en) * | 2004-07-27 | 2006-02-09 | Takenaka Komuten Co Ltd | Pile head processing construction method of cast-in-place concrete pile |
CN101864765A (en) * | 2010-06-30 | 2010-10-20 | 东南大学 | Two-way stirring based SMW construction method and tri-axial stirring equipment |
CN101871214A (en) * | 2009-09-11 | 2010-10-27 | 朱奎 | Foundation pit support and construction method for cement mixing pile inserted with Y type precast pile |
US20120012391A1 (en) * | 2010-07-19 | 2012-01-19 | Soilmec S.P.A. | Drilling device for executing diaphragm walls and method thereof |
CN103850248A (en) * | 2012-12-07 | 2014-06-11 | 中建四局第五建筑工程有限公司 | Construction process and device of end-bearing pile hole |
CN203795878U (en) * | 2014-03-26 | 2014-08-27 | 中国化学工程第十三建设有限公司 | Center positioning device for high-rising building under construction |
CN104746510A (en) * | 2015-03-24 | 2015-07-01 | 浙江省长城建设集团有限公司 | Profile steel insertion positioning device and construction method thereof |
CN106013091A (en) * | 2016-06-30 | 2016-10-12 | 中国五冶集团有限公司 | Steel reinforcement cage positioning device and positioning method used for building construction |
CN106869193A (en) * | 2017-01-22 | 2017-06-20 | 中国建筑第八工程局有限公司 | Stake heart centering method and grout pile heart centralising device during filling pile construction |
CN208815512U (en) * | 2018-08-24 | 2019-05-03 | 中铁六局集团有限公司 | Engineering method stake stake heart positioning auxiliary device and engineering method pile driving construction system |
-
2018
- 2018-08-24 CN CN201810979184.9A patent/CN109024577A/en active Pending
Patent Citations (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2006037492A (en) * | 2004-07-27 | 2006-02-09 | Takenaka Komuten Co Ltd | Pile head processing construction method of cast-in-place concrete pile |
CN101871214A (en) * | 2009-09-11 | 2010-10-27 | 朱奎 | Foundation pit support and construction method for cement mixing pile inserted with Y type precast pile |
CN101864765A (en) * | 2010-06-30 | 2010-10-20 | 东南大学 | Two-way stirring based SMW construction method and tri-axial stirring equipment |
US20120012391A1 (en) * | 2010-07-19 | 2012-01-19 | Soilmec S.P.A. | Drilling device for executing diaphragm walls and method thereof |
CN103850248A (en) * | 2012-12-07 | 2014-06-11 | 中建四局第五建筑工程有限公司 | Construction process and device of end-bearing pile hole |
CN203795878U (en) * | 2014-03-26 | 2014-08-27 | 中国化学工程第十三建设有限公司 | Center positioning device for high-rising building under construction |
CN104746510A (en) * | 2015-03-24 | 2015-07-01 | 浙江省长城建设集团有限公司 | Profile steel insertion positioning device and construction method thereof |
CN106013091A (en) * | 2016-06-30 | 2016-10-12 | 中国五冶集团有限公司 | Steel reinforcement cage positioning device and positioning method used for building construction |
CN106869193A (en) * | 2017-01-22 | 2017-06-20 | 中国建筑第八工程局有限公司 | Stake heart centering method and grout pile heart centralising device during filling pile construction |
CN208815512U (en) * | 2018-08-24 | 2019-05-03 | 中铁六局集团有限公司 | Engineering method stake stake heart positioning auxiliary device and engineering method pile driving construction system |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN114349312A (en) * | 2021-12-27 | 2022-04-15 | 河北光兴半导体技术有限公司 | Method for butt-jointing glass forming equipment and feeding device |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN205156916U (en) | Detection apparatus for be used for constructional steel form setting straightness that hangs down | |
JP6310198B2 (en) | Pier construction method | |
CN108643192A (en) | Brace in Deep Footing Groove supporting ultralong steel tube column pile construction method | |
CN104833294B (en) | Pile pile verticality measurement device and measuring method | |
CN105735319A (en) | Quick positioning and verticality-adjusting device for large-diameter steel-pipe upright column pile and construction method | |
CN208815512U (en) | Engineering method stake stake heart positioning auxiliary device and engineering method pile driving construction system | |
CN109024577A (en) | Engineering method stake stake heart positioning auxiliary device and engineering method stake stake heart localization method | |
CN210918297U (en) | Auxiliary device for positioning embedded bolt | |
CN104897143A (en) | Cylinder forced centering observation pillar and embedment method thereof | |
CN208650087U (en) | Steel pipe column fast-positioning device for contrary sequence method | |
CN109435046A (en) | A kind of adjustable positioning tool of PC dry wall embedded bar installation | |
CN106869193A (en) | Stake heart centering method and grout pile heart centralising device during filling pile construction | |
CN108386208B (en) | A kind of method for rapidly positioning of tunnel hole location | |
CN109555155A (en) | The construction method of construction underground structure under building | |
CN108571008A (en) | Lid digs station steel pipe column positioning construction method | |
CN207244627U (en) | It is a kind of be used for have empty hole lattice stand column pile positioner | |
CN109113040B (en) | It is measured in observation platform and its construction method and water in water and measures observation system | |
CN108612097B (en) | Pile position centering device and pile position centering process applying same | |
CN214656935U (en) | Accurate positioning device for triaxial mixing pile | |
CN104989101B (en) | Discharging platform construction method | |
CN210164421U (en) | Visual accurate positioning device for construction of three-axis stirring pile | |
CN105625424A (en) | Device used for controlling perpendicularity and azimuth angle of rectangular bracket pile and construction method | |
CN113356185A (en) | Assembled underground station steel pipe column and accurate installation method thereof | |
CN206330577U (en) | A kind of mobile integrated concrete measuring table | |
CN106592609B (en) | A kind of operating method for placing lattice column in deep well |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
TA01 | Transfer of patent application right |
Effective date of registration: 20181227 Address after: 100036 Wanshou Road, Haidian District, Beijing, No. 2 Applicant after: The Sixth Engineering Bureau Group Co., Ltd., China Railway Applicant after: Guangzhou Railway Group Engineering Co. Ltd. Address before: 511400 Unit 101, Building 18, Tian'an Headquarters Center, 555 North Panyu Avenue, Donghuan Street, Panyu District, Guangzhou City, Guangdong Province Applicant before: Guangzhou Railway Group Engineering Co. Ltd. |
|
TA01 | Transfer of patent application right |