CN106245598B - Plane gate embedded parts supporting arrangement and embedded parts installation method - Google Patents
Plane gate embedded parts supporting arrangement and embedded parts installation method Download PDFInfo
- Publication number
- CN106245598B CN106245598B CN201610833491.7A CN201610833491A CN106245598B CN 106245598 B CN106245598 B CN 106245598B CN 201610833491 A CN201610833491 A CN 201610833491A CN 106245598 B CN106245598 B CN 106245598B
- Authority
- CN
- China
- Prior art keywords
- embedded part
- gate
- gate slot
- slot track
- support rod
- 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.)
- Active
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B7/00—Barrages or weirs; Layout, construction, methods of, or devices for, making same
- E02B7/20—Movable barrages; Lock or dry-dock gates
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Gates (AREA)
Abstract
The present invention relates to a kind of plane gate embedded parts supporting arrangement and embedded parts installation methods.The object of the present invention is to provide a kind of plane gate embedded parts supporting arrangements simple in structure, easy for installation, lower-cost, to ensure the installation accuracy of embedded parts.The present invention also provides a kind of embedded parts installation methods, to solve plane gate embedded parts because using defect caused by second stage concrete, improving gate embedded part installation accuracy and installation effectiveness, it is ensured that gate embedded part installation accuracy, which reaches, accurately controls requirement.The technical scheme is that:A kind of plane gate embedded parts supporting arrangement, the gate slot track embedded part for supporting gate both sides, it is characterised in that:The supporting arrangement has several two-side supporting mechanisms for supporting both sides gate slot track embedded part, is connected through adjustable support rod between several gate slot track embedded parts between two neighboring two-side supporting mechanism.The present invention is suitable for hydraulic and hydroelectric engineering.
Description
Technical field
The present invention relates to a kind of plane gate embedded parts supporting arrangement and embedded parts installation methods.Suitable for water conservancy water
Electrical engineering.
Background technology
Plane gate is widely used in the places such as hydraulic and hydroelectric engineering and scenic spot water retaining structure, by being commonly designed gate door
Slot structure divides the embedded parts such as ground sill, backbone, anti-rail, top lintel, and conventional design is all made of second stage concrete structure, and gate recess uses
Second stage concrete has the following defects:1. influencing engineering construction progress;2. second stage concrete casting space is smaller, concrete pours
It can not vibrate substantially when building, leakiness problem is poured because being commonly present second stage concrete at this time, embedded part work operation is brought
Hidden danger;3. gate slot installation accuracy Chang Yin is poured by second stage concrete and influenced final gate slot installation accuracy, gate work fortune is influenced
Row quality.
Invention content
The technical problem to be solved by the present invention is to:In view of the above problems, a kind of simple in structure, installation side is provided
Just, lower-cost plane gate embedded parts supporting arrangement, to ensure the installation accuracy of embedded parts.
The present invention also provides a kind of embedded parts installation methods, to solve plane gate embedded parts because using the second stage of coagulation
Defect caused by soil improves gate embedded part installation accuracy and installation effectiveness, it is ensured that gate embedded part installation accuracy reaches accurate control
System requires.
The technical solution adopted in the present invention is:A kind of plane gate embedded parts supporting arrangement, for supporting gate two
The gate slot track embedded part of side, it is characterised in that:The supporting arrangement has several both sides for supporting both sides gate slot track embedded part
Supporting device is connected through adjustable support rod between several gate slot track embedded parts between two neighboring two-side supporting mechanism;
The two-side supporting mechanism is formed by connecting by adjustable support rod between two coaxially arranged apertures, wherein between aperture
Adjustable support rod connected end is equipped with flange base I between another aperture in adjustable support rod, and the other end is equipped with flange base
Ⅱ;Lead between flange base I between flange base I and another aperture between aperture in adjustable support rod in adjustable support rod
Bolt attaching nut is crossed to be connected and fixed;
Adjustable support rod both ends are equipped with adjustable support rod between size and the aperture between the gate slot track embedded part
The compatible universal buckle of outer diameter, adjustable support rod connects adjustable bearing between the aperture through universal buckle between gate slot track embedded part
Bar.
Adjustable support rod includes seamless large-diameter pipes I and minor diameter seamless steel tube I between the aperture, and minor diameter is seamless
Steel pipe I is formed with external screw thread, and seamless large-diameter pipes I are formed with internal thread, and minor diameter seamless steel tube I is placed in seamless large-diameter pipes I
It is interior, it is threadedly coupled with seamless large-diameter pipes I.
Adjustable support rod includes seamless large-diameter pipes II and minor diameter seamless steel tube II between the gate slot track embedded part,
Minor diameter seamless steel tube II is formed with external screw thread, and seamless large-diameter pipes II are formed with internal thread, and minor diameter seamless steel tube II is placed in greatly
In diameter seamless steel pipe II, it is threadedly coupled with seamless large-diameter pipes II.
The universal buckle is rotationally connected with door through the axial arranged axis pin of the adjustable support rod between gate slot track embedded part
Between groove track embedded part in adjustable support rod.
Adjustable support rod is arranged in two-side supporting mechanism both ends close to end position between the gate slot track embedded part.
A kind of method of embedded parts installation, it is characterised in that steps are as follows:
A, installation door slot bottom sill embedded part, it is embedded using second stage concrete;
B, gate slot track embedded part merogenesis is installed;
B11, gate slot track embedded part coxopodite both ends are connect by bolt with gate slot ground sill embedded part;
B12, between the gate slot track embedded part coxopodite of both sides, the setting of different elevation it is several as described in claim 1 flat
Face gate recess embedded part supporting arrangement, flange base fitted bolt of the adjustable support rod through its end and gate slot track between aperture
Embedded part is connected;
B13, gate slot track embedded part coxopodite and gate slot ground sill slugging are fixed;
B14, bottom concrete is poured into a mould by formwork for placing of gate slot track embedded part coxopodite;
B21, after the completion of waiting for that bottom concrete pours, section in gate slot track embedded part is passed through into wedge block and gate slot track embedded part
Coxopodite connects and adjusts its position;
B22, section is tentatively fixedly connected with progress spot welding between gate slot track embedded part coxopodite in gate slot track embedded part;
B23, the plane gate embedded parts supporting arrangement for removing lower section, and plane gate embedded parts supporting arrangement is pacified
It is attached between being saved in gate slot track embedded part;
The gap between gate slot track embedded part coxopodite is saved in B24, welding gate slot track embedded part;
B25, in gate slot track embedded part save be formwork for placing cast in layer concrete;
B3, other merogenesis gate slot track embedded part by step B21~B25 cycle installations until gate slot track embedded part is all pacified
It installs into.
After after gate slot track embedded part, installation is complete, the screw hole on gate slot track embedded part with bolt cooperation is closed using plug screw.
Adjustable support rod is placed in same elevation location between aperture in the plane gate embedded parts supporting arrangement, single
Adjustable support rod can be by aperture width and embedded parts structure determination between saving embedded parts arrangement several sets of apertures mouth.
The beneficial effects of the invention are as follows:In the present invention plane gate embedded parts supporting arrangement it is simple in structure, it is easy for installation,
Cost is relatively low, helps raising construction efficiency, shortens the construction period.In the present invention between aperture between adjustable support rod and gate slot track embedded part
The use of adjustable support rod not only can guarantee gate slot track embedded part installation accuracy but also repeatable recycling;Improve gate embedded part
Installation accuracy and installation effectiveness, it is ensured that gate embedded part installation accuracy, which reaches, accurately controls requirement.
Description of the drawings
Fig. 1 is embedded parts scheme of installation in embodiment.
Fig. 2 is the A-A sectional views of Fig. 1.
Fig. 3 is the B-B sectional views of Fig. 1.
Fig. 4 is the connection diagram of upper and lower two section door groove track embedded parts in embodiment.
Fig. 5 is the horizontal layout schematic diagram of face gate recess embedded part supporting arrangement in embodiment.
Specific implementation mode
Gate slot track embedded part 5 is integral by backbone, anti-rail steel plate and stiffened panel group in the present embodiment, each on stiffened panel
A direction is welded with joint bar 8, and gate slot track embedded part 5 is poured into a mould according to concrete delamination, port size and manufacturing situation carry out merogenesis peace
Dress.
As shown in FIG. 1 to 3, the method that embedded parts are installed in the present embodiment, is as follows:
A, installation door slot bottom sill embedded part 6, it is embedded using second stage concrete, since gate slot ground sill embedded part 6 is simple in structure, size
It is smaller, it can ensure installation accuracy by being reliably fixed, 6 left and right sides of gate slot ground sill embedded part is equipped with to be connect with gate slot track embedded part 5
Screw hole, screw hole use blind hole structure;
B, 5 merogenesis of gate slot track embedded part is installed;
B11, gate slot ground sill embedded part 6 installation is complete and its second stage concrete cast, wait the second stage concrete of cast to reach
After initial setting strength, 5 coxopodite of gate slot track embedded part is connect by connecting bolt with the screw hole of gate slot ground sill embedded part 6;
After B12,5 coxopodite of gate slot track embedded part install, between 5 coxopodite of gate slot track embedded part of both sides, different elevations
Several plane gate embedded parts supporting arrangements are installed;
B13, it is installed in place, after measuring qualification, gate slot track embedded part 5 and gate slot ground sill embedded part 6 is welded and fixed, door is made
Groove track embedded part 5, plane gate embedded parts supporting arrangement and the formation of gate slot ground sill embedded part 6, which have, to be met one-course concrete and pours
Differential pressure requirements stiffness and strength steel truss structure, and gate slot track embedded part 5 is made to have concrete-pouring template function;
B14, bottom concrete is poured into a mould by formwork for placing of 5 coxopodite of gate slot track embedded part;
After the completion of B21, concreting, section in gate slot track embedded part 5 is passed through into wedged block 7 and 5 bottom of gate slot track embedded part
Section connects and adjusts position dimension (see Fig. 4);
B22, section is tentatively fixedly connected with progress spot welding between 5 coxopodite of gate slot track embedded part in gate slot track embedded part 5;
B23, (between 5 coxopodite of gate slot track embedded part) the plane gate embedded parts supporting arrangement for removing lower section, and will put down
Face gate recess embedded part supporting arrangement is installed in gate slot track embedded part 5 between section, makes plane gate embedded parts supporting arrangement
New steel truss structure is formed with section in gate slot track embedded part 5;
B24, through measure it is qualified after, save the gap between 5 coxopodite of gate slot track embedded part in welding gate slot track embedded part 5;
B25, in gate slot track embedded part 5 save be formwork for placing cast in layer concrete;
B3, other merogenesis gate slot track embedded part 5 by step B21~B25 cycle installations until gate slot track embedded part 5 all
Installation is complete.
After after gate slot track embedded part 5, installation is complete, the screw hole on gate slot track embedded part 5 with bolt cooperation is sealed using plug screw
It closes.
As shown in figure 5, plane gate embedded parts supporting arrangement has 3 two-side supporting mechanisms and 4 in the present embodiment
Adjustable support rod 3 between gate slot track embedded part, wherein two-side supporting mechanism include adjustable support rod 1 between two root hole mouths.
Adjustable support rod 1 includes seamless large-diameter pipes I (Nut pole) and minor diameter seamless steel tube between aperture in this example
I, minor diameter seamless steel tube I is formed with external screw thread, and seamless large-diameter pipes I are formed with internal thread, and minor diameter seamless steel tube I is placed in big straight
In diameter seamless steel pipe I, it is threadedly coupled with seamless large-diameter pipes I;The seamless large-diameter pipes I of adjustable support rod 1 between aperture
End is formed with flange base I 21, and minor diameter seamless steel tube I is formed with flange base II 22.
Adjustable support rod 1 is coaxially arranged between two root hole mouths in two-side supporting mechanism, adjustable bearing between two root hole mouths
Flange base I 21 on bar 1 is connected with flange base I 21, passes through bolt between flange base I 21 and flange base I 21
Attaching nut is connected and fixed.
It is connected by adjustable support rod 3 between two gate slot track embedded parts between two neighboring two-side supporting mechanism, and two
Adjustable support rod 3 is arranged in two-side supporting mechanism both ends close to end position between root gate slot track embedded part.
3 both ends of adjustable support rod are equipped with universal buckle 4 between gate slot track embedded part in this example, adjustable between gate slot track embedded part
Formula support rod 3 includes seamless large-diameter pipes II (Nut pole) and minor diameter seamless steel tube II, and minor diameter seamless steel tube II is formed with
External screw thread, seamless large-diameter pipes II are formed with internal thread, and minor diameter seamless steel tube II is placed in seamless large-diameter pipes II, and big
Diameter seamless steel pipe II is threadedly coupled.Adjustable support rod both ends are through adjustable between the connection of universal buckle 4 aperture between gate slot track embedded part
Formula support rod 1.Universal buckle 4 is rotationally connected with door through the axial arranged axis pin of the adjustable support rod 3 between gate slot track embedded part
Between groove track embedded part in adjustable support rod 3.
After 5 coxopodite of gate slot track embedded part installs in step B12 in the present embodiment, by 1 spiral shell of adjustable support rod between aperture
Rod end flange coordinates flange base II 22 to connect with the bolt of gate slot track embedded part 5, and it is left to adjust rotation aperture according to aperture width
1 Nut pole of adjustable support rod, is waited after being adjusted in place between the aperture on right side, adjustable between two apertures in same two-side supporting mechanism
I 21 fitted bolt of flange base of support rod 1 is connected with nut.By one end ten thousand of adjustable support rod 3 between gate slot track embedded part
It is connected to the Nut pole of adjustable support rod 1 between button 4 and the aperture of upstream side, according to adjustable between the different group apertures of same elevation
1 spacing of support rod adjust gate slot track embedded part between adjustable support rod 3 length, universal buckle 4 is buckled after being adjusted in place, according to
Door is used in the left and right of adjustable support rod 1 between each layer aperture by the installation procedure of adjustable support rod 3 between groove track of visiting embedded part
Adjustable support rod 3 is attached between groove track embedded part.
Claims (5)
1. a kind of plane gate embedded parts installation method, it is characterised in that:Including plane gate embedded parts supporting arrangement, use
Gate slot track embedded part in bearing gate both sides, the supporting arrangement have several both sides for supporting both sides gate slot track embedded part
Supporting device is connected through adjustable support rod (3) between several gate slot track embedded parts between two neighboring two-side supporting mechanism;
The two-side supporting mechanism is formed by connecting by adjustable support rod (1) between two coaxially arranged apertures, wherein between aperture
Adjustable support rod (1) connected end is equipped with flange base I (21) between another aperture on adjustable support rod (1), and the other end is set
There is flange base II (22);Adjustable bearing between flange base I (21) and another aperture between aperture on adjustable support rod (1)
It is connected and fixed by bolt attaching nut between flange base I (21) on bar (1);
Adjustable support rod (3) both ends are equipped with adjustable support rod between size and the aperture between the gate slot track embedded part
(1) the compatible universal buckle of outer diameter (4), adjustable support rod (3) connects the aperture through universal buckle (4) between gate slot track embedded part
Between adjustable support rod (1);
The universal buckle (4) is rotationally connected with through the axial arranged axis pin of the adjustable support rod (3) between gate slot track embedded part
Between gate slot track embedded part on adjustable support rod (3);
Adjustable support rod (3) is arranged in two-side supporting mechanism both ends close to end position between the gate slot track embedded part;
The installation steps of this method are as follows:
A, installation door slot bottom sill embedded part (6), it is embedded using second stage concrete;
B, gate slot track embedded part (5) merogenesis is installed;
B11, gate slot track embedded part (5) coxopodite both ends are connect by bolt with gate slot ground sill embedded part (6);
B12, between gate slot track embedded part (5) coxopodite of both sides, different elevation is arranged several plane gate gate slotes and buries
Part supporting arrangement, flange base fitted bolt of the adjustable support rod (1) through its end and gate slot track embedded part (5) phase between aperture
Even;
B13, gate slot track embedded part (5) coxopodite and gate slot ground sill embedded part (6) are welded and fixed;
B14, bottom concrete is poured into a mould by formwork for placing of gate slot track embedded part (5) coxopodite;
B21, after the completion of waiting for that bottom concrete pours, section in gate slot track embedded part (5) is buried by wedge block (7) with gate slot track
Part (5) coxopodite connects and adjusts its position;
B22, section is tentatively fixedly connected with progress spot welding between gate slot track embedded part (5) coxopodite in gate slot track embedded part (5);
B23, the plane gate embedded parts supporting arrangement for removing lower section, and plane gate embedded parts supporting arrangement is installed to
In gate slot track embedded part (5) between section;
Gap between section and gate slot track embedded part (5) coxopodite in B24, welding gate slot track embedded part (5);
B25, it is saved as layer concrete in formwork for placing cast so that gate slot track embedded part (5) is middle;
B3, other merogenesis gate slot track embedded part (5) by step B21~B25 cycle installations until gate slot track embedded part (5) all
Installation is complete.
2. plane gate embedded parts installation method according to claim 1, it is characterised in that:Wait for gate slot track embedded part
(5) after installation is complete, the screw hole on gate slot track embedded part (5) with bolt cooperation is closed using plug screw.
3. plane gate embedded parts installation method according to claim 1 or 2, it is characterised in that:The plane gate
Adjustable support rod (1) is placed in same elevation location between aperture in embedded parts supporting arrangement.
4. plane gate embedded parts installation method according to claim 3, it is characterised in that:It is adjustable between the aperture
Support rod (1) includes seamless large-diameter pipes I and minor diameter seamless steel tube I, and minor diameter seamless steel tube I is formed with external screw thread, big straight
Diameter seamless steel pipe I is formed with internal thread, and minor diameter seamless steel tube I is placed in seamless large-diameter pipes I, with seamless large-diameter pipes I
It is threadedly coupled.
5. plane gate embedded parts installation method according to claim 1 or 2, it is characterised in that:The gate slot track
Adjustable support rod (3) includes seamless large-diameter pipes II and minor diameter seamless steel tube II, minor diameter seamless steel tube II between embedded part
It is formed with external screw thread, seamless large-diameter pipes II are formed with internal thread, and minor diameter seamless steel tube II is placed in seamless large-diameter pipes II,
It is threadedly coupled with seamless large-diameter pipes II.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201610833491.7A CN106245598B (en) | 2016-09-20 | 2016-09-20 | Plane gate embedded parts supporting arrangement and embedded parts installation method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201610833491.7A CN106245598B (en) | 2016-09-20 | 2016-09-20 | Plane gate embedded parts supporting arrangement and embedded parts installation method |
Publications (2)
Publication Number | Publication Date |
---|---|
CN106245598A CN106245598A (en) | 2016-12-21 |
CN106245598B true CN106245598B (en) | 2018-10-09 |
Family
ID=57599922
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201610833491.7A Active CN106245598B (en) | 2016-09-20 | 2016-09-20 | Plane gate embedded parts supporting arrangement and embedded parts installation method |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN106245598B (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107905189B (en) * | 2017-11-28 | 2024-01-23 | 浙江省水利水电勘测设计院有限责任公司 | Underwater robot throwing device utilizing gate slot |
CN110747824A (en) * | 2019-11-01 | 2020-02-04 | 山东省水利勘测设计院 | Integrated steel gate |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN201411665Y (en) * | 2009-04-17 | 2010-02-24 | 广西壮族自治区水电工程局 | Hydraulic leveling inside-elevating type slide-rising template of pier |
CN103074872A (en) * | 2013-01-18 | 2013-05-01 | 成都阿朗科技有限责任公司 | Gate slot construction method and device for gate |
KR20140062438A (en) * | 2014-04-05 | 2014-05-23 | 한상관 | Eco-friendly eco-friendly method that naturally cleanses polluted river water while naturally reviving river ecology by forming an island |
CN205116718U (en) * | 2015-11-16 | 2016-03-30 | 龙口市丛林铝模板工程技术有限公司 | Adjustable support rod |
CN205224603U (en) * | 2015-12-09 | 2016-05-11 | 中建七局(上海)有限公司 | Strengthening construction device for door and window concrete arched lintel |
CN206157673U (en) * | 2016-09-20 | 2017-05-10 | 中国电建集团华东勘测设计研究院有限公司 | Plane gate gate slot buries a supporting arrangement |
-
2016
- 2016-09-20 CN CN201610833491.7A patent/CN106245598B/en active Active
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN201411665Y (en) * | 2009-04-17 | 2010-02-24 | 广西壮族自治区水电工程局 | Hydraulic leveling inside-elevating type slide-rising template of pier |
CN103074872A (en) * | 2013-01-18 | 2013-05-01 | 成都阿朗科技有限责任公司 | Gate slot construction method and device for gate |
KR20140062438A (en) * | 2014-04-05 | 2014-05-23 | 한상관 | Eco-friendly eco-friendly method that naturally cleanses polluted river water while naturally reviving river ecology by forming an island |
CN205116718U (en) * | 2015-11-16 | 2016-03-30 | 龙口市丛林铝模板工程技术有限公司 | Adjustable support rod |
CN205224603U (en) * | 2015-12-09 | 2016-05-11 | 中建七局(上海)有限公司 | Strengthening construction device for door and window concrete arched lintel |
CN206157673U (en) * | 2016-09-20 | 2017-05-10 | 中国电建集团华东勘测设计研究院有限公司 | Plane gate gate slot buries a supporting arrangement |
Non-Patent Citations (2)
Title |
---|
《乌东德水电站闸门门槽埋件一期安装工艺》;吴发松;《水利水电技术》;20151231;第46卷(第S1期);第79-81页 * |
《平面闸门埋件安装技术》;段永肖;《施工技术》;20090628;第38卷(第S1期);第558-559页 * |
Also Published As
Publication number | Publication date |
---|---|
CN106245598A (en) | 2016-12-21 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN106639336A (en) | Prefabricated concrete wall panel installation and emplacement orientation adjustment device and construction method thereof | |
CN205777424U (en) | A kind of pull-up builder's jack support means being anchored in outside structure | |
CN202298628U (en) | Automatic steel pipe column perpendicularity adjusting device using reverse construction method | |
CN109372015B (en) | Movable connecting device for steel pipe column and reinforcement cage in reverse construction method | |
CN106245598B (en) | Plane gate embedded parts supporting arrangement and embedded parts installation method | |
CN104141318A (en) | Installation and construction method of column base of large-diameter steel pipe column | |
CN103015318B (en) | Inner sleeve-type inclined guy cable main tower cable guide pipe and construction method thereof | |
CN206157673U (en) | Plane gate gate slot buries a supporting arrangement | |
CN105781019B (en) | Assembled architecture bar connecting full grout sleeve and grouting method | |
CN106759943A (en) | A kind of pre-assembled Anchor Bolts in Steel Column Bases structure | |
CN108678767B (en) | Excavation and yielding-rigid combined supporting construction method for extruded large-deformation surrounding rock tunnel | |
CN204844469U (en) | Precast shear wall installation is with pre -buried steel tube hole positioner | |
CN107740497B (en) | Construction method for embedding foundation bolts on overflow surface of hydraulic building | |
CN104452601B (en) | Bridge floor tapping pipe bush mould and using method | |
CN206600005U (en) | The positioning component and positioner of reserved joint bar in shear wall | |
CN208219724U (en) | A kind of bracing means for preventing diaphram wall from settling | |
CN109252526A (en) | Assembled support construction technique based on prestressing force fish belly sill support technology | |
CN106592865A (en) | Fabricated type precast concrete lintel | |
CN204510688U (en) | A kind of temporary fixing structure of precast wall panel | |
CN204356658U (en) | Bridge floor tapping pipe bush mould | |
CN105317191A (en) | Temporary fixing method of prefabricated external wall panel and temporary fixing structure of prefabricated external wall panel | |
CN204040499U (en) | Steel pipe column vertical locating device is inserted after contrary sequence method | |
CN202989776U (en) | Inner sleeve type cable guide pipe of stayed cable main pylon | |
CN206554273U (en) | A kind of pre-assembled Anchor Bolts in Steel Column Bases structure | |
CN207228104U (en) | A kind of isolating and protecting device for preventing pile foundation steel bar cage deflection |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
GR01 | Patent grant | ||
GR01 | Patent grant |