CN207727977U - A kind of sliding formwork bar spacing adjusting tool - Google Patents

A kind of sliding formwork bar spacing adjusting tool Download PDF

Info

Publication number
CN207727977U
CN207727977U CN201720621451.6U CN201720621451U CN207727977U CN 207727977 U CN207727977 U CN 207727977U CN 201720621451 U CN201720621451 U CN 201720621451U CN 207727977 U CN207727977 U CN 207727977U
Authority
CN
China
Prior art keywords
locating part
reinforcing bar
pressure pin
sliding formwork
bar
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
Application number
CN201720621451.6U
Other languages
Chinese (zh)
Inventor
王群伟
鲁礼刚
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
CHINA CHEMICAL ENGINEERING HEAVY MECHANIZATION CO., LTD.
The 13th Construction Co., Ltd.Of China National Chemical Engineering
Original Assignee
13th Construction Co Ltdof China National Chemical Engineering
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by 13th Construction Co Ltdof China National Chemical Engineering filed Critical 13th Construction Co Ltdof China National Chemical Engineering
Priority to CN201720621451.6U priority Critical patent/CN207727977U/en
Application granted granted Critical
Publication of CN207727977U publication Critical patent/CN207727977U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

The utility model provides a kind of sliding formwork bar spacing adjusting tool, is related to slding form operation tooling technical field.The utility model is used in slding form operation, including reinforcing bar locating part and locating part pressure pin, and several reinforcing bar locating parts are arranged by bar spacing on the locating part pressure pin, and the locating part pressure pin pressure pin is fixed on slip-form construction platform.Sliding formwork bar spacing provided by the utility model adjusts tool completely instead of for adjusting the artificial of bar spacing, saves largely manually, reduces the occupancy to slip form platform space, facility is provided for the development of other work.

Description

A kind of sliding formwork bar spacing adjusting tool
Technical field
The utility model belongs to slding form operation tooling technical field, more specifically, is related in a kind of slding form operation Bar spacing adjusts tool.
Background technology
Slip form work technology is a kind of template slowly mobile construction method for making shaping structures, is China's cast-in-place concrete knot Mechanization degree is high in structure engineering construction, fast, the live place of speed of application occupies less, structural integrity is strong, anti-seismic performance is good, peace Full operation is secure, environment and economical synthesis benefit significantly a kind of construction technology, often referred to simply as " sliding formwork ".Sliding formwork is usually Fixed-size typified form, is drawn by pulling equipment, further includes that power is slided not only comprising common or special equal tool-typed formworks The complex arts such as equipment and matching operation technique are risen, at present mainly with hydraulic jack for sliding power, in jack in groups Under synchronous effect, tool-typed formwork or sliding sash high more than 1 meter is driven to be slided along rigid molding concrete surface or template surface, Concrete is poured from the layering suitable for reading of template into grooving, after undermost concrete reaches some strength in template, template Grooving relies on the effect of lifting machinery, is slided along template outer surface along the concrete surface sliding poured or sliding sash, So continuous cycle operation in this way completes entire construction until reaching design height.Slip Form Construction Technique is as a kind of modern times The Quick mechanical form of construction work of (reinforcing bar) concrete works structure high-efficiency has wide in civil construction project all trades and professions General application.As long as these concrete structures are the indeclinable regular geometric sections in borderland in some direction, sliding formwork can be used Technology carries out quick, efficient construction and makes or produce.On the concrete structure in various regular geometric sections, sliding mode technology Show infinite power.The construction economy of concrete structure and safety greatly improve, and construction producing efficiency is multiplied.
In some existing engineerings, in the construction of especially all kinds of towers, it is flat that slip-form construction platform frequently includes interior construction On platform and outer operation platform, inner template is fixed on interior operation platform, and exterior sheathing is fixed on outer operation platform, and entire sliding formwork is applied Work platform climbs by pole-climbing.The Steel Bars in Concrete Structure (referring to structure reinforcing bars) of slding form operation is distributed in transverse and longitudinal, is climbed along sliding formwork The reinforcing bar for rising direction is longitudinal reinforcement.
In slding form operation, longitudinal reinforcement constantly lengthens, and transverse steel is gradually added with pouring for concrete, due to Longitudinal reinforcement does not have fixed point after upwardly extending, and frequently can lead to longitudinal reinforcement distribution at random as weeds clump, influences beauty, The distribution spacing of longitudinal reinforcement but will be influenced, the distribution spacing of reinforcing bar is uneven to lead to entire concrete structure unbalance stress, Serious quality problems are likely to cause, so whether the distribution spacing of reinforcing bar is uniformly the important mark for weighing reinforced bar engineering quality It is accurate.Existing method is the distribution spacing using manual adjustment longitudinal reinforcement when laying transverse steel, often lays one layer of transverse direction Reinforcing bar is required to adjust the distribution spacing of longitudinal reinforcement, and workload is huge, and often space is limited for slip-form construction platform in addition, increases Manually other work can also be impacted.
Utility model content
The purpose of this utility model is to provide a kind of sliding formwork bar spacings to adjust tool, to solve to exist in the prior art Longitudinal reinforcement spacing adjust work labor intensive more than technical problem.
To achieve the above object, the technical solution adopted in the utility model is:A kind of sliding formwork bar spacing adjusting tool, is used It limits, including locating part pressure pin and set on locating part pressure pin edge and is used in the reinforcing bar in casting area To the reinforcing bar locating part that the reinforcing bar is limited, the locating part pressure pin is fixed on slip-form construction platform.
Further, a kind of specific implementation mode of tool is adjusted as sliding formwork bar spacing provided by the utility model, The reinforcing bar locating part has the opening for extending to locating part pressure pin edge, the reinforcing bar locating part and the locating part support The enclosed ring for entangling reinforcing bar is constituted between bar.
Further, a kind of specific implementation mode of tool is adjusted as sliding formwork bar spacing provided by the utility model, The reinforcing bar locating part includes the straight-bar of two equal lengths, and one end of two straight-bars is separately connected the locating part support The other end of bar, two straight-bars is connected with each other.
Further, a kind of specific implementation mode of tool is adjusted as sliding formwork bar spacing provided by the utility model, The reinforcing bar locating part includes interconnecting piece and the hook portion for catching on the reinforcing bar, and the hook portion is connected to by the interconnecting piece On the locating part pressure pin.
Further, a kind of specific implementation mode of tool is adjusted as sliding formwork bar spacing provided by the utility model, When the concrete structure of the slding form operation includes two layers of reinforcing bar, it includes two limits that sliding formwork bar spacing, which adjusts tool, Position part pressure pin, two locating part pressure pins are located at the both sides of two layers of reinforcing bar.
Further, a kind of specific implementation mode of tool is adjusted as sliding formwork bar spacing provided by the utility model, The reinforcing bar locating part is slidably connected with the locating part pressure pin, and the reinforcing bar locating part is equipped with for making the reinforcing bar limit Position part is fixed on the fastening structure on the locating part pressure pin.
Further, a kind of specific implementation mode of tool is adjusted as sliding formwork bar spacing provided by the utility model, Further include locating part support base, the locating part pressure pin is fixed on by the locating part support base on slip-form construction platform.
Further, a kind of specific implementation mode of tool is adjusted as sliding formwork bar spacing provided by the utility model, The locating part support base includes cushion cap and supporting leg, and at least two supporting legs, which are connected on the cushion cap and are connected to, to be poured Build the inner side and outer side in region.
Further, a kind of specific implementation mode of tool is adjusted as sliding formwork bar spacing provided by the utility model, It is 0.3 meter~0.7 meter to state height of landing leg.
Further, a kind of specific implementation mode of tool is adjusted as sliding formwork bar spacing provided by the utility model, The locating part support base is equipped with for corresponding to the pole-climbing hole on the pole-climbing hole of pole-climbing, the locating part support base Position is equipped with oil cylinder.
The advantageous effect that sliding formwork bar spacing provided by the utility model adjusts tool is:Compared with prior art, originally The sliding formwork bar spacing that utility model provides adjusts tool and uses several reinforcing bar locating parts and locating part pressure pin matched Mode makes longitudinal reinforcement passively be uniformly distributed, meanwhile, pass through side locating part pressure pin being fixed on slip-form construction platform Formula ensures that locating part pressure pin and reinforcing bar locating part rise with the rising of slip-form construction platform, adjusts longitudinal reinforcement step by step Spacing, when slip-form construction platform rise certain altitude after, one layer of transverse steel will be laid and fix the spacing of longitudinal reinforcement, Therefore longitudinal reinforcement upper limit part pressure pin at a distance from transverse steel in a certain range, can ensure completely between longitudinal reinforcement Away from uniform, tool is adjusted completely instead of the people for adjusting bar spacing using sliding formwork bar spacing provided by the utility model Work saves largely manually, reduces the occupancy to slip form platform space, facility is provided for the development of other work.
Description of the drawings
It, below will be to embodiment or the prior art in order to illustrate more clearly of the technical scheme in the embodiment of the utility model Attached drawing needed in description is briefly described, it should be apparent that, the accompanying drawings in the following description is only that this practicality is new Some embodiments of type for those of ordinary skill in the art without having to pay creative labor, can be with Obtain other attached drawings according to these attached drawings.
Fig. 1 is the overlooking structure diagram that the sliding formwork bar spacing that the utility model embodiment provides adjusts tool;
Fig. 2 is the partial enlargement structural representation that the sliding formwork bar spacing that the utility model embodiment provides adjusts tool;
Fig. 3 is the structural schematic diagram of A-A sections in Fig. 1.
Wherein, each reference numeral in figure:
The outer operation platforms of 11-;Operation platform in 12-;13- exterior sheathings;14- inner templates;
21- longitudinal reinforcements;22- transverse steels;
31- reinforcing bar locating parts;32- locating part pressure pins;
4- locating part support bases;
51- pole-climbings;52- oil cylinders.
Specific implementation mode
In order to make technical problem to be solved in the utility model, technical solution and advantageous effect be more clearly understood, with Lower combination accompanying drawings and embodiments, the present invention will be further described in detail.It should be appreciated that specific reality described herein It applies example to be only used to explain the utility model, is not used to limit the utility model.
It should be noted that when element is referred to as " being fixed on " or " being set to " another element, it can be directly another On one element or it is connected on another element.When an element is known as " being connected to " another element, it can To be directly to another element or be indirectly connected on another element.
Please also refer to 1 attached drawing 2 of attached drawing and attached drawing 3, tool now is adjusted to sliding formwork bar spacing provided by the utility model It illustrates.Sliding formwork bar spacing adjusts tool, for being limited to the reinforcing bar in casting area, including locating part support Bar 32 and set on 32 edge of locating part pressure pin and for the reinforcing bar locating part 31 that is limited to the reinforcing bar, the limit Position part pressure pin 32 is fixed on slip-form construction platform.
For in slding form operation, including reinforcing bar locating part 31 and locating part pressure pin 32, several reinforcing bar locating parts 31 are pressed Bar spacing is arranged on the locating part pressure pin 32, and 32 pressure pin of locating part pressure pin is fixed on slip-form construction platform.Steel Muscle locating part 31 primarily serves the effect of limitation reinforcement location, and locating part pressure pin 32 primarily serves support reinforcing bar locating part 31 simultaneously really Determine the effect of 31 spacing of reinforcing bar locating part.Locating part pressure pin 32, which is fixed on slip-form construction platform, is on the one hand to that sliding formwork is made to apply Work platform drives locating part pressure pin 32 and reinforcing bar locating part 31 to rise, and on the other hand also can prevent locating part pressure pin 32 from moving left and right Or rotation.
In use, by reinforcing bar (i.e. longitudinal reinforcement 21) be sleeved in reinforcing bar locating part 31 or reinforcing bar locating part 31 on, reinforcing bar By the constraint of reinforcing bar locating part 31, you can ensure that reinforcing bar is uniform in 31 area distribution of reinforcing bar locating part, also due to reinforcing bar lower part Equipped with distribution bar (i.e. longitudinal reinforcement 22), 2 points determine straight line, you can ensure that the spacing of longitudinal reinforcement 21 is uniform, due to Reinforcing bar has certain plasticity, so, 21 spacing of longitudinal reinforcement of eminence still may be uneven, but with the cunning of slip form platform It rises, also sliding, the spacing close to the longitudinal reinforcement 21 of reinforcing bar locating part 31 will for locating part pressure pin 32 and reinforcing bar locating part 31 Gradually uniformly.
Compared with prior art, sliding formwork bar spacing provided by the utility model adjusts tool, is limited using several reinforcing bars 32 matched mode of part 31 and locating part pressure pin, makes longitudinal reinforcement 21 passively be uniformly distributed, meanwhile, by by locating part Pressure pin 32 is fixed on the mode on slip-form construction platform, ensures that locating part pressure pin 32 and reinforcing bar locating part 31 are flat with slding form operation The rising of platform and rise, step by step adjust longitudinal reinforcement 21 spacing, when slip-form construction platform rise certain altitude after, Jiu Huibu If one layer of transverse steel 22 fixes the spacing of longitudinal reinforcement 21, therefore 21 upper limit part pressure pin 32 of longitudinal reinforcement and transverse steel 22 Distance in a certain range, can ensure that the spacing of longitudinal reinforcement 21 is uniform completely, using cunning provided by the utility model Mould bar spacing adjusts tool completely instead of for adjusting the artificial of bar spacing, saves largely manually, reduces to cunning The occupancy of mould platform space provides facility for the development of other work.
In a kind of specific embodiment of the utility model, locating part pressure pin 32 is bar reinforcement, and reinforcing bar locating part 31 is thin Reinforcing bar, reinforcing bar locating part 31 are welded on according to bar spacing on locating part pressure pin 32, and locating part pressure pin 32 is welded on slding form operation On platform.
Further, refer to the attached drawing 1 and attached drawing 2 adjust tool as sliding formwork bar spacing provided by the utility model A kind of specific implementation mode, the reinforcing bar locating part 31 have the opening for extending to 32 edge of locating part pressure pin, the steel The enclosed ring for entangling reinforcing bar is constituted between muscle locating part 31 and the locating part pressure pin 32.Using the steel of this structure 31 locating part of muscle locating part is unlikely to deform after being fixed on locating part pressure pin 32, can guarantee precision, and it is uneven to reduce bar spacing Possibility.
Further, refer to the attached drawing 1 and attached drawing 2 adjust tool as sliding formwork bar spacing provided by the utility model A kind of specific implementation mode, the reinforcing bar locating part 31 include the straight-bar of two equal lengths, one end point of two straight-bars The locating part pressure pin 32 is not connected, and the other end of two straight-bars is connected with each other.This knot similar to isosceles triangle Structure is easier to make, and when reinforcing bar is located at vertex angle position, the hunting range smaller of reinforcing bar, it is easier to control essence Degree.
Further, a kind of specific implementation mode of tool is adjusted as sliding formwork bar spacing provided by the utility model, The reinforcing bar locating part 31 includes interconnecting piece and the hook portion for catching on the reinforcing bar, and the hook portion is connected by the interconnecting piece On the locating part pressure pin 32.It is easier reinforcing bar being placed in inside reinforcing bar locating part 31 using hook-shaped structure.
Further, refer to the attached drawing 1, one kind that tool is adjusted as sliding formwork bar spacing provided by the utility model are specific Embodiment, when the concrete structure of the slding form operation includes two layers of reinforcing bar, sliding formwork bar spacing adjusts tool and includes Two locating part pressure pins 32, two locating part pressure pins 32 are located at the both sides of two layers of reinforcing bar.It can protect in this way The space inside two layers of reinforcing bar is demonstrate,proved, ensures to place unaffected when hooked bar, the ground connection components such as band iron or detection device or built-in fitting. Two layers of reinforcing bar mentioned here refers to inside and outside double-layer structure reinforcing bar.
In a kind of specific embodiment of the utility model, the concrete structure of slding form operation in a ring, locating part pressure pin 32 be in be located at the outer of locating part pressure pin 32 with the matched ring-type of concrete structure, the corresponding reinforcing bar locating part 31 of inner ring reinforcing bar Side, the corresponding reinforcing bar locating part 31 of outer ring reinforcing bar are located at the inside of locating part pressure pin 32.
Further, a kind of specific implementation mode of tool is adjusted as sliding formwork bar spacing provided by the utility model, The reinforcing bar locating part 31 is slidably connected with the locating part pressure pin 32, and the reinforcing bar locating part 31 is equipped with described for making Reinforcing bar locating part 31 is fixed on the fastening structure on the locating part pressure pin 32.Reinforcing bar locating part 31 is slided with locating part pressure pin 32 Connection can be convenient for adjusting the spacing between reinforcing bar locating part 31, keep the utility model scope of application wider.Reinforcing bar locating part 31 It can be that reinforcing bar locating part 31 is socketed on locating part pressure pin 32 to be slidably connected with locating part pressure pin 32, can also be using sliding slot Structure connects.Fastening structure can be fastening bolt structure.
Further, refer to the attached drawing 1 and attached drawing 3 adjust tool as sliding formwork bar spacing provided by the utility model A kind of specific implementation mode further includes locating part support base 4, and the locating part pressure pin 32 is solid by the locating part support base 4 It is scheduled on slip-form construction platform.Since often space is limited on operation platform, locating part pressure pin 32, which is directly fixed on sliding formwork, applies Easy touched deformation or displacement on work platform, and use locating part support base 4 that can prop up locating part pressure pin 32 simultaneously effectively It is fixed, prevent the touched deformation of locating part pressure pin 32 or displacement.When the concrete structure of slding form operation includes two layers of reinforcing bar, Locating part support base 4 can cross over concrete structure, can not also cross over concrete structure.
Further, refer to the attached drawing 3, one kind that tool is adjusted as sliding formwork bar spacing provided by the utility model are specific Embodiment, the locating part support base 4 include cushion cap 41 and supporting leg 42, and at least two supporting legs 42 are connected to the cushion cap 41) on and it is connected to the inner side and outer side of casting area.The main function of supporting leg 42 is to lift locating part pressure pin 32, is Lay the work slot milling such as transverse steel 22 or concrete vibrating.
In a kind of specific embodiment of the utility model, cushion cap 41 and supporting leg 42 are made of I-steel, supporting leg 42 1 On end welding cushion cap 41, in the structural beams of slip-form construction platform, locating part pressure pin 32 is welded on cushion cap 41 other end.
Further, a kind of specific implementation mode of tool is adjusted as sliding formwork bar spacing provided by the utility model, 42 height of the supporting leg is 0.3 meter~0.7 meter, to reserve enough skies to lay the work such as transverse steel 22 or concrete vibrating Between.
Further, refer to the attached drawing 3, one kind that tool is adjusted as sliding formwork bar spacing provided by the utility model are specific Embodiment, the locating part support base 4 are equipped with for right on the pole-climbing hole of pole-climbing 51, the locating part support base 4 The position in the pole-climbing hole is answered to be equipped with oil cylinder 52.At this moment the also support base as the oil cylinder 52 that climbs of locating part support base 4, Neng Gouyou Effect ground comprehensively utilizes each element structure, is conducive to cost-effective and optimization space.
The above is only the preferred embodiment of the utility model only, is not intended to limit the utility model, all at this All any modification, equivalent and improvement etc., should be included in the utility model made by within the spirit and principle of utility model Protection domain within.

Claims (10)

1. a kind of sliding formwork bar spacing adjusts tool, for being limited to the reinforcing bar in casting area, it is characterised in that: Reinforcing bar including locating part pressure pin (32) and set on locating part pressure pin (32) edge and for being limited to the reinforcing bar Locating part (31), the locating part pressure pin (32) are fixed on slip-form construction platform.
2. a kind of sliding formwork bar spacing as described in claim 1 adjusts tool, it is characterised in that:The reinforcing bar locating part (31) With the opening for extending to locating part pressure pin (32) edge, the reinforcing bar locating part (31) and the locating part pressure pin (32) Between constitute enclosed ring for entangling reinforcing bar.
3. a kind of sliding formwork bar spacing as claimed in claim 2 adjusts tool, it is characterised in that:The reinforcing bar locating part (31) Include the straight-bar of two equal lengths, one end of two straight-bars is separately connected the locating part pressure pin (32), described in two The other end of straight-bar is connected with each other.
4. a kind of sliding formwork bar spacing as described in claim 1 adjusts tool, it is characterised in that:The reinforcing bar locating part (31) Hook portion including interconnecting piece and for catching on the reinforcing bar, the hook portion are connected to the locating part pressure pin by the interconnecting piece (32) on.
5. a kind of sliding formwork bar spacing as described in claim 1 adjusts tool, it is characterised in that:When mixing for the slding form operation When Xtah Crude Clay structure includes two layers of reinforcing bar, sliding formwork bar spacing adjust tool include two locating part pressure pins (32), two The locating part pressure pin (32) is located at the both sides of two layers of reinforcing bar.
6. a kind of sliding formwork bar spacing as described in claim 1 adjusts tool, it is characterised in that:The reinforcing bar locating part (31) It is slidably connected with the locating part pressure pin (32), and the reinforcing bar locating part (31) is equipped with for making the reinforcing bar locating part (31) fastening structure being fixed on the locating part pressure pin (32).
7. a kind of sliding formwork bar spacing as described in claim 1 adjusts tool, it is characterised in that:It further include locating part support base (4), the locating part pressure pin (32) is fixed on by the locating part support base (4) on slip-form construction platform.
8. a kind of sliding formwork bar spacing as claimed in claim 7 adjusts tool, it is characterised in that:The locating part support base (4) include cushion cap (41) and supporting leg (42), at least two supporting legs (42) are connected on the cushion cap (41) and are separately connected Inner side and outer side in casting area.
9. a kind of sliding formwork bar spacing as claimed in claim 8 adjusts tool, it is characterised in that:The supporting leg (42) is highly 0.3 meter~0.7 meter.
10. a kind of sliding formwork bar spacing as claimed in claim 7 adjusts tool, it is characterised in that:The locating part support base (4) it is equipped with and is set for corresponding to the position in the pole-climbing hole on the pole-climbing hole of pole-climbing (51), the locating part support base (4) There is oil cylinder (52).
CN201720621451.6U 2017-05-31 2017-05-31 A kind of sliding formwork bar spacing adjusting tool Active CN207727977U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720621451.6U CN207727977U (en) 2017-05-31 2017-05-31 A kind of sliding formwork bar spacing adjusting tool

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720621451.6U CN207727977U (en) 2017-05-31 2017-05-31 A kind of sliding formwork bar spacing adjusting tool

Publications (1)

Publication Number Publication Date
CN207727977U true CN207727977U (en) 2018-08-14

Family

ID=63089916

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201720621451.6U Active CN207727977U (en) 2017-05-31 2017-05-31 A kind of sliding formwork bar spacing adjusting tool

Country Status (1)

Country Link
CN (1) CN207727977U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110528783A (en) * 2019-08-22 2019-12-03 五冶集团上海有限公司 A kind of silo barrel vertical reinforcement limit construction method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110528783A (en) * 2019-08-22 2019-12-03 五冶集团上海有限公司 A kind of silo barrel vertical reinforcement limit construction method

Similar Documents

Publication Publication Date Title
CN105421248B (en) Large-Span Continuous girder span building up station turns and closure construction method
CN105648926B (en) Large-Span Continuous girder span building up station rotation swivel construction method
CN103993597B (en) A kind of high accuracy vertical pillars stake construction method
CN104790676A (en) Rapid leveling and alignment device and method for installation of prefabricated wallboards
CN112049146A (en) Steel structure foundation embedded part and technological process thereof
CN105507157B (en) Construction method of variable curvature annular stiffening core cast-in-place concrete beam
CN103255717A (en) Method for constructing hit-preventing wall
CN102409617A (en) Method for constructing high pier
CN113622316A (en) Steel truss girder multipoint traction type pushing construction system and construction method thereof
CN207727977U (en) A kind of sliding formwork bar spacing adjusting tool
CN106930191B (en) A kind of cast-in-situ box girder hoop bracket system and its construction method
CN206562768U (en) Arc beams formwork system
CN106245770B (en) Expanded letter variable cross-section annular stiffness beam construction method
CN108277777A (en) Wave wall substep pouring construction process
CN205955223U (en) Cast -in -place concrete floor once only pours guide tracked flattening system
CN103806426A (en) Adjustable position fixing installation device of soil pressure gauge
CN108612049A (en) A kind of bank-protection works construction uses the construction method of Integral Steel sliding-mode structure
CN102691267A (en) High pier construction method for external whole operation platform
CN104947853B (en) A kind of Inner standpipe formula cast-in-situ reinforced concrete column and construction method
CN102767378B (en) Method for constructing distyle tunnel portal by framed bent
CN107299640A (en) A kind of variable cross-section well shaft type ground continuous wall base and its construction method
CN105113799B (en) Prearranged adjustable clamping fixture of large embedded part and construction method thereof
CN116446293A (en) Construction method of concrete beam cable guide pipe of cable-stayed bridge
CN107354872B (en) A kind of variable cross-section fish-bellied type cast-in-situ box girder concrete faulting of slab ends control structure and construction method
CN105673019B (en) A kind of vertical shaft lower horizontal section top concrete slip-form construction method

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
TR01 Transfer of patent right
TR01 Transfer of patent right

Effective date of registration: 20191205

Address after: 102600 Huang Cun Zhen Nan Da Zhuang Cun Dong, Daxing District, Beijing

Co-patentee after: The 13th Construction Co., Ltd.Of China National Chemical Engineering

Patentee after: CHINA CHEMICAL ENGINEERING HEAVY MECHANIZATION CO., LTD.

Address before: Xinhua District 061000 in Hebei province Cangzhou City Beihuan East Road No. 2

Patentee before: The 13th Construction Co., Ltd.Of China National Chemical Engineering