CN207091890U - A kind of steady elevation control device of new type water - Google Patents

A kind of steady elevation control device of new type water Download PDF

Info

Publication number
CN207091890U
CN207091890U CN201721087508.5U CN201721087508U CN207091890U CN 207091890 U CN207091890 U CN 207091890U CN 201721087508 U CN201721087508 U CN 201721087508U CN 207091890 U CN207091890 U CN 207091890U
Authority
CN
China
Prior art keywords
brace rod
steel
control device
channel
elevation control
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
CN201721087508.5U
Other languages
Chinese (zh)
Inventor
吕文祥
王伟
李明博
刘家飞
曹福帅
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 State Construction Port Engineering Group Co Ltd
Original Assignee
China State Construction Port Engineering Group Co Ltd
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 China State Construction Port Engineering Group Co Ltd filed Critical China State Construction Port Engineering Group Co Ltd
Priority to CN201721087508.5U priority Critical patent/CN207091890U/en
Application granted granted Critical
Publication of CN207091890U publication Critical patent/CN207091890U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Piles And Underground Anchors (AREA)
  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)

Abstract

The utility model provides a kind of steady elevation control device of new type water, belongs to the steady elevation control device field of water.It solves the problems, such as the steady elevation control device low construction efficiency of existing water.The steady elevation control device of this new type water includes Steel-bar Pile, fixes sleeve is cased with Steel-bar Pile, fixing bolt one is bolted with fixes sleeve, also include gusseted, gusseted includes the brace rod and reinforcement that one end is connected with fixes sleeve outer wall, brace rod is vertical with Steel-bar Pile, the brace rod other end connects with the reinforcement other end, also include channel-section steel, channel-section steel includes two blocks of side plates and bottom plate, bottom plate is located at below brace rod, and brace rod is set through two blocks of side plates, and channel-section steel length direction is vertical with brace rod and Steel-bar Pile, channel-section steel is provided with fixed mechanism, and can be along brace rod length direction mobile beam channel, and fixed by fixed mechanism.The present apparatus substantially increases the Efficiency and accuracy of absolute altitude measuring, accelerates construction speed.

Description

A kind of steady elevation control device of new type water
Technical field
The utility model belongs to the steady elevation control device technical field of water, is related to a kind of steady elevation control device of new type water.
Background technology
Cement soil additive is as stockyard, the basic unit of road, and its thickness, the control of absolute altitude are particularly significant, directly Connect and be related to whole stockyard, the service life of road.In work progress, because storage space is big, mileages of transport route length, water is surely applied Work needs to be layered, divide secondary, Discrete control again, and the control of its absolute altitude, thickness is as construction quality, the key of construction speed.Tradition Slotting reinforcing bar thread-ligating therapy, it is poor control accuracy to be present, the shortcomings of fixed wire difficulty, and is not easy to judge whether wire draws completely Tightly, construction quality and construction speed are affected greatly, it is therefore necessary to be improved.
The content of the invention
The purpose of this utility model is to be directed to the above-mentioned problems in the prior art, there is provided one kind is repeatable to be utilized, It is easy to control the steady absolute altitude of water, the steady elevation control device of the new type water of thickness.
The purpose of this utility model can be realized by following technical proposal:A kind of steady elevation control device of new type water, bag Include the pointed Steel-bar Pile in bottom, in Steel-bar Pile activity be cased with fixes sleeve, being bolted with end in fixes sleeve holds out against in reinforcing bar Fixing bolt one in stake, in addition to the gusseted being connected with fixes sleeve, gusseted are included outside one end and fixes sleeve The brace rod and reinforcement of wall connection, brace rod is vertical with Steel-bar Pile, and the brace rod other end connects with the reinforcement other end, and it is special Sign is:Also include channel-section steel, channel-section steel include two blocks of side plates being parallel to each other and both sides long side respectively with long sides on the downside of two blocks of side plates The bottom plate of connection, bottom plate are located at below brace rod, and brace rod is set through two blocks of side plates, and channel-section steel length direction and brace rod Vertical with Steel-bar Pile, described channel-section steel is provided with fixed mechanism, and described channel-section steel can be moved along brace rod length direction, and Fixed by fixed mechanism.
After the completion of the arrangement of ballast bed course, the elevation control of surveying and locating first layer steady layer of water is needed.One is stood surely every 10m Steel-bar Pile, it is high with the steady top mark of spirit level measuring first layer water, mobile fixes sleeve, the brace rod of gusseted is marked for control Height, be then tightened bolt one, successively fixes all gusseteds, adjusts channel-section steel afterwards, makes some channel-section steel length directions Alignment, then wire is placed on brace rod, two sections of tensions, wire is supported using brace rod, and the side of wire and channel-section steel Whether plate and bottom plate are arranged at intervals, touched by side plate and bottom plate with wire, to judge whether wire tenses completely, therefore The Efficiency and accuracy of absolute altitude measuring is substantially increased, accelerates construction speed.
In a kind of above-mentioned steady elevation control device of new type water, described fixed mechanism includes being screwed onto consolidating on bottom plate Determine bolt two, described brace rod is thin plate-shaped structure, and the top of fixing bolt two is withstood on brace rod bottom surface.
Therefore structure is more stable.
In a kind of above-mentioned steady elevation control device of new type water, described brace rod top surface is two pieces of sides with bottom plate distance Twice of plate opposite side distance.
Therefore steel wire rope can accurately be placed.
In a kind of above-mentioned steady elevation control device of new type water, described Steel-bar Pile is fixed with interval 10m range distributions On the ground.
In a kind of above-mentioned steady elevation control device of new type water, described brace rod, reinforcement and fixes sleeve are mutual Junction is by being welded and fixed.
Compared with prior art, the utility model has the following advantages that:
After the completion of the arrangement of ballast bed course, the elevation control of surveying and locating first layer steady layer of water is needed.One is stood surely every 10m Steel-bar Pile, it is high with the steady top mark of spirit level measuring first layer water, mobile fixes sleeve, the brace rod of gusseted is marked for control Height, be then tightened bolt one, successively fixes all gusseteds, adjusts channel-section steel afterwards, makes some channel-section steel length directions Alignment, then wire is placed on brace rod, two sections of tensions, wire is supported using brace rod, and the side of wire and channel-section steel Whether plate and bottom plate are arranged at intervals, touched by side plate and bottom plate with wire, to judge whether wire tenses completely, therefore The Efficiency and accuracy of absolute altitude measuring is substantially increased, accelerates construction speed.
Brief description of the drawings
Fig. 1 and Fig. 2 is this control device use state front view and partial top view respectively.
In figure,
1st, Steel-bar Pile;11st, fixes sleeve;12nd, fixing bolt one;
2nd, gusseted;21st, brace rod;22nd, reinforcement;
3rd, channel-section steel;31st, side plate;32nd, bottom plate;33rd, fixing bolt two;
4th, wire.
Embodiment
It is specific embodiment of the utility model and with reference to accompanying drawing below, the technical solution of the utility model is made further Description, but the utility model is not limited to these embodiments.
As depicted in figs. 1 and 2, the steady elevation control device of a kind of new type water of the utility model, including the steel that bottom is pointed Muscle stake 1, in Steel-bar Pile 1 activity be cased with fixes sleeve 11, end is bolted with fixes sleeve 11 and holds out against the fixation in Steel-bar Pile 1 Bolt 1, in addition to the gusseted 2 being connected with fixes sleeve 11, gusseted 2 include one end and the outer wall of fixes sleeve 11 The brace rod 21 and reinforcement 22 of connection, brace rod 21 is vertical with Steel-bar Pile 1, the other end of brace rod 21 and the other end of reinforcement 22 Connection, in addition to channel-section steel 3, channel-section steel 3 include two blocks of side plates 31 being parallel to each other and both sides long side respectively with two pieces of downsides of side plates 31 The bottom plate 32 of long side connection, bottom plate 32 is located at the lower section of brace rod 21, and brace rod 21 is set through two blocks of side plates 31, and channel-section steel 3 Length direction is vertical with brace rod 21 and Steel-bar Pile 1, and channel-section steel 3 is provided with fixed mechanism, and can be along the length direction of brace rod 21 Mobile beam channel 3, and fixed by fixed mechanism.
Further, fixed mechanism includes the fixing bolt 2 33 being screwed onto on bottom plate 32, and brace rod 21 is lamellar knot Structure, and the top of fixing bolt 2 33 is withstood on the bottom surface of brace rod 21.The top surface of brace rod 21 and bottom plate 32 are apart from for two blocks of side plates 31 Twice of opposite side distance.Steel-bar Pile 1 is fixed on the ground with interval 10m range distributions.Brace rod 21, reinforcement 22 and solid Determine at the interconnection of sleeve 11 by being welded and fixed.
After the completion of the arrangement of ballast bed course, the elevation control of surveying and locating first layer steady layer of water is needed.One is stood surely every 10m Steel-bar Pile 1, mobile fixes sleeve 11 high with the steady top mark of spirit level measuring first layer water, the brace rod 21 for making gusseted 2 are Elevation control, be then tightened bolt 1, successively fixes all gusseteds 2, adjusts channel-section steel 3 afterwards, makes some grooves The length direction of steel 3 is alignd, then wire 4 is placed on brace rod 21, and two sections of tensions, wire 4 is supported using brace rod 21, and Whether the side plate 31 and bottom plate 32 of wire 4 and channel-section steel 3 are arranged at intervals, touched by side plate 31 and bottom plate 32 with wire 4, with Judge whether wire 4 tenses completely, therefore substantially increase the Efficiency and accuracy of absolute altitude measuring, accelerate construction speed.
Specific embodiment described herein is only to the utility model spirit explanation for example.The utility model institute Category those skilled in the art can make various modifications or supplement to described specific embodiment or using similar Mode substitute, but without departing from spirit of the present utility model or surmount scope defined in appended claims.
Although Steel-bar Pile 1, fixes sleeve 11, fixing bolt 1, gusseted 2, brace rod have more been used herein 21st, the term such as reinforcement 22, channel-section steel 3, side plate 31, bottom plate 32, fixing bolt 2 33, wire 4, but be not precluded from using other The possibility of term.It is used for the purpose of more easily describing and explaining essence of the present utility model using these terms;Them Any additional limitation is construed to all to disagree with the utility model spirit.

Claims (5)

1. a kind of steady elevation control device of new type water, including the Steel-bar Pile (1) that bottom is pointed, in Steel-bar Pile (1) activity be cased with Fixes sleeve (11), end is bolted with fixes sleeve (11) and holds out against the fixing bolt one (12) in Steel-bar Pile (1), in addition to The gusseted (2) being connected with fixes sleeve (11), gusseted (2) include the branch that one end is connected with fixes sleeve (11) outer wall Muscle (21) and reinforcement (22) are supportted, brace rod (21) is vertical with Steel-bar Pile (1), and brace rod (21) other end and reinforcement (22) are another One end connects, it is characterised in that:Also include channel-section steel (3), channel-section steel (3) includes two pieces of side plates (31) and the both sides long side being parallel to each other The bottom plate (32) being connected respectively with long side on the downside of two pieces of side plates (31), bottom plate (32) is located at below brace rod (21), and brace rod (21) set through two pieces of side plates (31), and channel-section steel (3) length direction is vertical with brace rod (21) and Steel-bar Pile (1), it is described Channel-section steel (3) is provided with fixed mechanism, and described channel-section steel (3) can be moved along brace rod (21) length direction, and passes through fixation Mechanism is fixed.
A kind of 2. steady elevation control device of new type water according to claim 1, it is characterised in that:Described fixed mechanism bag Include the fixing bolt two (33) being screwed onto on bottom plate (32), described brace rod (21) is thin plate-shaped structure, and fixing bolt two (33) top is withstood on brace rod (21) bottom surface.
A kind of 3. steady elevation control device of new type water according to claim 2, it is characterised in that:Described brace rod (21) Top surface is with bottom plate (32) apart from twice for two pieces of side plate (31) opposite side distances.
A kind of 4. steady elevation control device of new type water according to claim 3, it is characterised in that:Described Steel-bar Pile (1) Fixed on the ground with interval 10m range distributions.
A kind of 5. steady elevation control device of new type water according to claim 4, it is characterised in that:Described brace rod (21), by being welded and fixed at reinforcement (22) and fixes sleeve (11) interconnection.
CN201721087508.5U 2017-08-28 2017-08-28 A kind of steady elevation control device of new type water Active CN207091890U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201721087508.5U CN207091890U (en) 2017-08-28 2017-08-28 A kind of steady elevation control device of new type water

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201721087508.5U CN207091890U (en) 2017-08-28 2017-08-28 A kind of steady elevation control device of new type water

Publications (1)

Publication Number Publication Date
CN207091890U true CN207091890U (en) 2018-03-13

Family

ID=61538998

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201721087508.5U Active CN207091890U (en) 2017-08-28 2017-08-28 A kind of steady elevation control device of new type water

Country Status (1)

Country Link
CN (1) CN207091890U (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108978409A (en) * 2018-08-18 2018-12-11 重庆交通大学 Thread-laying device
CN110424228A (en) * 2019-08-19 2019-11-08 中国二十二冶集团有限公司 Construction site temporary road height controller and control method
CN111236023A (en) * 2020-03-24 2020-06-05 中冶天工集团天津有限公司 Device and method for controlling road construction elevation and edge boundary position
CN114855567A (en) * 2022-04-08 2022-08-05 山东九强集团有限公司 Novel elevation control that paves of basic unit device

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108978409A (en) * 2018-08-18 2018-12-11 重庆交通大学 Thread-laying device
CN108978409B (en) * 2018-08-18 2021-05-25 重庆交通大学 Wire hanging device
CN110424228A (en) * 2019-08-19 2019-11-08 中国二十二冶集团有限公司 Construction site temporary road height controller and control method
CN111236023A (en) * 2020-03-24 2020-06-05 中冶天工集团天津有限公司 Device and method for controlling road construction elevation and edge boundary position
CN114855567A (en) * 2022-04-08 2022-08-05 山东九强集团有限公司 Novel elevation control that paves of basic unit device

Similar Documents

Publication Publication Date Title
CN207091890U (en) A kind of steady elevation control device of new type water
CN206267152U (en) Prefabricated pipe gallery installs alignment system
CN101081986B (en) Coke oven masonry construction method employing upright line rod
CN207048069U (en) A kind of pipe gallery segmental timbering
CN203247603U (en) High-order rag bolt positioner
CN108979130A (en) A kind of the side wall unilateral side vertical mold device and construction method of adjustable formwork height
CN207295764U (en) City integrated piping lane self-propelled hydraulic trolley formwork
EP1075397B1 (en) Support structure for elevated railed-vehicle guideway
CN105951616A (en) Construction method for large-diameter assembled steel corrugated pipe culvert
CN109235292A (en) Railroad bridge changes beam process and changes girder system system
CN107338810A (en) City integrated piping lane self-propelled hydraulic trolley formwork and its construction method
CN113622316A (en) Steel truss girder multipoint traction type pushing construction system and construction method thereof
CN112281900A (en) Construction method of cement tank
CN206772307U (en) A kind of measurement apparatus for coordinating total powerstation to check the positioning of concrete steel trolley formwork
CN103344214A (en) 1.6-degree parabolic extralarge pier measuring and pier body linear control method
CN109024676A (en) A kind of formwork bracing system and its construction method of cast-in-place pipe gallery
CN112854004A (en) Fish-bellied box girder column type support construction method
CN108867316A (en) Single-tower self-anchored suspension bridge Large-span Steel Box Beam walking incremental launching construction technique
CN206205012U (en) A kind of SMW engineering methods stake inclinometer pipe installation aiding device
CN210658028U (en) Continuous rigid frame bridge 0# block support with decorative plate
CN211599721U (en) Pipe jacking direction calibration system for underground pipeline laying engineering
CN108132034A (en) A kind of evacuation platform, one fluid measurement device of looped network cable bearer
CN108277826A (en) Single cabin piping lane and the spelling flat underground pipe gallery in the more cabins of cabin formula
CN109707397B (en) Pipe curtain construction method
CN207317808U (en) It is used for the auxiliary device of monitoring and controlling center line in railway box culvert jack-in process

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant