CN109056527A - Anchor ceiling board construction method before anchorage - Google Patents
Anchor ceiling board construction method before anchorage Download PDFInfo
- Publication number
- CN109056527A CN109056527A CN201811036193.0A CN201811036193A CN109056527A CN 109056527 A CN109056527 A CN 109056527A CN 201811036193 A CN201811036193 A CN 201811036193A CN 109056527 A CN109056527 A CN 109056527A
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- CN
- China
- Prior art keywords
- anchor
- construction method
- ceiling board
- bracket
- side wall
- 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.)
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Classifications
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/14—Towers; Anchors ; Connection of cables to bridge parts; Saddle supports
Abstract
The present invention provides anchor ceiling board construction method before a kind of anchorage comprising following steps: after completing most of side wall construction to the preceding anchor room, carrying out dabbing processing to the side coping faying face；The top plate and the working bracket of remaining side wall, and the bottom surface template of the installation top plate are set up in the preceding anchor chamber interior；The concreting in lifts on the basis of bottom surface template, and make after-pouring concrete layer and formerly the concrete layer that pours is combined closely；To the concrete setting to reach preset construction reference after, successively dismantle the bottom surface template and bracket.Anchor ceiling board construction method can satisfy the construction requirement of anchor ceiling plate before the biggish anchorage of transverse and longitudinal span before anchorage of the present invention.
Description
[technical field]
The present invention relates to anchor ceiling board construction methods before anchorage construction technical field more particularly to a kind of anchorage.
[background technique]
Anchor ceiling plate is constructed using the method for fabrication and erection before traditional top plate anchorage.However, the side of fabrication and erection
Method is for the biggish anchorage of preceding anchor ceiling plate transverse and longitudinal span and is not suitable for, and is often difficult to meet this unique construction requirement.It is this
The biggish preceding anchor ceiling plate of transverse and longitudinal span requires height to concrete anti-seepage, while requiring few concrete seam.
Therefore, it is necessary to provide a kind of construction method of anchor ceiling plate before the biggish anchorage suitable for transverse and longitudinal span.
[summary of the invention]
The purpose of the present invention is to provide a kind of construction methods of anchor ceiling plate before biggish anchorage suitable for transverse and longitudinal span.
To realize the purpose, the present invention adopts the following technical scheme:
A kind of anchor ceiling board construction method before anchorage comprising following steps:
After completing most of side wall construction to the preceding anchor room, the side coping faying face is carried out at dabbing
Reason；
The top plate and the working bracket of remaining side wall, and the installation top plate are set up in the preceding anchor chamber interior
Bottom surface template；
The concreting in lifts on the basis of bottom surface template, and make after-pouring concrete layer and formerly pour
The concrete layer built is combined closely；
To the concrete setting to reach preset construction reference after, successively dismantle the bottom surface template and bracket.
Preferably, the bracket includes: orthogonal connection to form the steel pipe support and distribution beam of sectional shelf-unit, wherein institute
It states steel pipe support and distribution beam avoids suspension cable close quarters arrangement.
Preferably, the steel pipe support is using full hall tube and couple scaffold.
Preferably, the bracket further includes preceding anchor room being arranged in dissipate the support post of saddle's position, and be erected at described
Transverse distribution beam and longitudinal distribution beam at the top of support post.
Preferably, the bottom surface template is distracted as back using the lumps of wood and directly abuts with the distribution beam, bamboo slab rubber conduct
Panel, the lumps of wood are laid in panel decentralization by preset spacing.
Preferably, in the installation steps of the bottom surface template, made between the lumps of wood and the distribution beam by timber wedge
The gap of contact surface is filled up.
Preferably, in the step of concreting in lifts, every layer pours thickness no more than 30cm, and at the beginning of lower layer's concrete
It coagulates or has poured upper layer concrete before capable of remolding.
Preferably, the method for dismounting of the bottom surface template and bracket are as follows: after concrete reaches intensity requirement, using described
Distribution beam transfers bottom surface template；The other parts of the bracket are from top to bottom removed after the bottom surface template decentralization again.
Compared with prior art, the present invention have it is following the utility model has the advantages that
1. before anchorage in anchor ceiling board construction method, side wall and top plate intersection take side wall and top plate synchronize pour
Method realizes few concrete seam, while can satisfy the construction requirement of anchor ceiling plate before the biggish anchorage of transverse and longitudinal span.
2. anchor room top board construction handles the position of leakiness concrete before anchorage, construction joint is arranged in reserved 60cm's
On side wall, the concrete anti-seepage requirement of anchor ceiling plate before anchorage ensure that.
3. anchor ceiling board construction method lands fastener steel tube rack construction using full hall formula before anchorage, anchor room before anchorage is solved
Interior main push-towing rope is intensive and is difficult to the problem of being supported using large-scale bracket, while providing for anchor room top board construction before anchorage sturdy
Brace foundation.
[Detailed description of the invention]
Fig. 1 is the structural schematic diagram of the corresponding anchorage of anchor ceiling board construction method before anchorage of the present invention；
Fig. 2 is the side view of preceding anchor ceiling board mount structure in anchor ceiling board construction method before anchorage of the present invention；
Fig. 3 is the top view of preceding anchor ceiling board mount structure in anchor ceiling board construction method before anchorage of the present invention；
Fig. 4 is the structural schematic diagram of anchor ceiling board construction method indsole face die plate before anchorage of the present invention.
[specific embodiment]
The present invention is further described with exemplary embodiment with reference to the accompanying drawing, wherein identical label in attached drawing
All refer to identical component.In addition, if the detailed description of known technology is for showing the invention is characterized in that unnecessary
, then it omits it.
Referring to Fig. 1, anchorage mainly includes the anchor block 3 for being embedded into ground, pre-buried setting in 3 front of anchor block and top and anchor block
The branch pier foundation 4 of 3 connections, 3 front of anchor block are equipped with preceding anchor room 1, set on preceding 1 front of anchor room and bottom and branch pier foundation
The scattered cable saddle buttress 5 of 4 connections.Wherein preceding anchor room 1 includes the side wall 11 of surrounding and the top plate 12 set on top.
The present invention provides anchor ceiling board construction method before a kind of anchorage comprising following steps:
Most of side wall 11 is completed to the preceding anchor room 1, including left side wall, right-side wall and front side wall carry out constructing it
Afterwards, until 11 absolute altitude of side wall reaches 12 bottom position of top plate, it is preferable that the height of side wall of completion and the difference in height of top plate 12 are
60cm carries out dabbing processing to the top faying face of the side wall 11.Construction joint is arranged on the side wall 11 of reserved 60cm, energy
The concrete anti-seepage requirement of anchor ceiling plate 12 enough before guarantee anchorage, while realizing few concrete seam.
The top plate 12 and the working bracket of remaining side wall 11, and installation institute are set up inside the preceding anchor room 1
State the bottom surface template of top plate 12.Wherein, the remaining side wall 11 are as follows: 11 top of side wall stopped of constructing is from default completion
The height of 11 top residue 60cm of side wall.
Referring to fig. 2-4, bracket includes: orthogonal connection to form anchor ceiling plate 12 before sectional shelf-unit supports to the structure of bracket
Steel pipe support 10 and distribution beam 20, wherein the steel pipe support 10 and distribution beam 20 avoid suspension cable close quarters arrangement.It is preferred that
Ground, steel pipe support 10 is using full hall formula fastener steel tube bracket.Full hall formula fastener steel tube bracket includes vertical supporting steel pipe 101, is swept
The thin end of the scroll 102, horizon bar 103, lateral bridging 104, longitudinal bridging 105.The vertical supporting steel pipe 101 is according between main push-towing rope
Gap arrangement.Before bracket is set up, the supporting point position that vertical supporting steel pipe 101 is supported in concrete face need to be drawn, in preceding anchor
The supporting point of 1 incline position of room needs first to handle concrete face, cuts the coagulation for hindering the horizontal landing of vertical supporting steel pipe 101
Soil, to guarantee steel pipe landing on horizontal concrete face.Preferably, vertical supporting steel pipe 101 is 48 × 3.5mm of φ scaffolding steel pipe.
The distribution beam 20 is I12cm I-steel, and the web axis and vertical supporting steel pipe 101 of the distribution beam 20 are in same axis
On, pass through steel-bar arrangement lateral connection between adjacent distribution beam 20.The bracket further includes setting in the scattered cable saddle position in preceding anchor room
The support post of (not shown) is set, and is erected at the transverse distribution beam at the top of the support post and longitudinal distribution beam.It is preferred that
Ground, using square steel as support post, it is preferable that the size of square steel is 180 X, 180 X 20mm.In brief, bracket sets up stream
Journey includes: that 101 position of vertical supporting steel pipe determines；Handle steel pipe floor-type support face；First vertical supporting steel pipe 101 is installed；
Bar 102 of sweeping the floor is installed；Spreading vertical supporting steel pipe 101；Horizon bar 103 is installed；Lateral bridging 104, longitudinal bridging are installed
105；Jacking 201 is installed；Distribution beam 20 is installed.The precompressed verification test of bracket is carried out after the completion of steel pipe support 10 is set up.It adopts
It intensively is difficult to ask using what large-scale bracket was supported with main push-towing rope in anchor room 1 before full hall formula fastener steel tube bracket solution anchorage
Topic, while sturdy brace foundation is provided for the construction of anchor ceiling plate 12 before anchorage.
Referring again to Fig. 4, the bottom surface template be all made of 10 × 10cm lumps of wood 202 as carry on the back it is distracted, and with the distribution beam
20 directly abut, and the bottom surface template uses the bamboo slab rubber with a thickness of 15mm, and as panel 203, the lumps of wood 202 is directly supported
In on transverse distribution beam, pressed from both sides due to existing between the lumps of wood 202 of the fore-and-aft tilt and the transverse distribution beam of the horizontal direction
Angle, it is preferable that increasing timber wedge fills up the angle gap between the lumps of wood 202 and transverse distribution beam, so that the lumps of wood 202
It is sufficiently fixed between transverse distribution beam.The lumps of wood 202 is transferred in the panel and is laid with by preset spacing, preferably between
Away from panel 203 is installed after the completion of the laying of the lumps of wood 202 for 30cm, longitudinal piece is set between the panel 203 and the lumps of wood 202,
And longitudinal piece is set on the lumps of wood 202, it is preferable that the piece is flushed using sticking double faced adhesive tape and polishing, then uses spiral shell
Bolt connects template.
Production, lifting and installation reinforcing bar, preceding 12 main reinforcement of anchor ceiling plate uses III grade of reinforcing bar of diameter 25mm, using machinery
Connection type, rolling straight thread connector form, main reinforcement piece-ups are no more than full face 50% in same section.
Side form is installed, side form is using 1 side wall template of anchor room before original.
Pressing mold is installed, the support stake of pressing mold is welded with reinforcing bar according to the elevation of 12 top surface of top plate.
On the basis of the bottom surface template, concrete pump is sent by template using sleeping pump, concreting in lifts, every layer
Thickness is poured no more than 30cm, and poured upper layer concrete in lower layer's concrete initial set or before capable of remolding, makes the concrete layer in after-pouring
The concrete layer formerly poured is combined closely.During concrete placings, concrete vibrates using 50 type immersion vibrators, movement
Spacing is no more than 1.5 times of vibrator operating radius, while vibrating head is inserted perpendicularly into lower layer 5~10cm of concrete, and each section must shake
It moves until the part concrete is closely knit, i.e., concrete stops sinking, not bubble, until flat, bleeding is realized on concrete surface, after vibration
Vibrating head answers the proposition that blows slowly in vibration, while avoiding collision template, reinforcing bar；Full position has been poured to concrete and has passed through hammer pressing mold
Method determine the concrete below template with the presence or absence of cavity.
Side wall 11 and 12 intersection of top plate take side wall 11 and top plate 12 synchronize pour, the top plate 12 includes inclined-plane top
Plate and horizontal plane top plate, when pouring, first pour the inclined-plane top plate of the longitudinal direction Yan Qiao, rear to carry out pouring for remaining inclined-plane top plate, can
Meet the construction requirement of anchor ceiling plate 12 before the biggish anchorage of transverse and longitudinal span.
After concreting, is covered after top of concrete receives slurry and sprinkling maintenance, 12 concrete top surface of top plate are covered
Cover material keeps wet, prevents from cracking.
To the concrete setting to reach preset construction reference after, i.e., after concrete reaches intensity requirement, benefit
Bottom surface template is removed panel 203 and 202 back cord of the lumps of wood toward falling respectively with the jacking 201 on vertical supporting steel pipe 101.
Support removing process, the method for dismounting of the bottom surface template and bracket are as follows: after concrete reaches intensity requirement, benefit
Bottom surface template is transferred with the distribution beam 20；Other of the bracket are from top to bottom removed after the bottom surface template decentralization again
Part.Specifically, removal step from top to bottom is successively are as follows: reduces by 201 height of jacking；Remove bottom surface template；Remove distribution beam
20；Remove jacking 201；Vertical supporting steel pipe 101 and horizontal steel tube are successively removed down；The concrete that anchor face is cut before repairing.
Anchor ceiling board construction method is to take side wall 11 and top plate in side wall 11 and 12 intersection of top plate before anchorage of the present invention
12 synchronize the method poured, realize few concrete seam, while can satisfy anchor ceiling plate 12 before the biggish anchorage of transverse and longitudinal span
Construction requirement.Meanwhile leakiness position is handled, construction joint is arranged on the side wall 11 of reserved 60cm, ensure that anchor
The concrete anti-seepage requirement of anchor ceiling plate 12 before heavy stone used as an anchor.In addition, fastener steel tube rack construction is landed using full hall formula, before solving anchorage
Main push-towing rope is intensively difficult to the problem of being supported using large-scale bracket in anchor room 1, also provides for the construction of anchor ceiling plate 12 before anchorage
Sturdy brace foundation.
Although having been illustrated with some exemplary embodiments of the invention above, those skilled in the art will be managed
Solution, in the case where not departing from the principle of the present invention or spirit, can make a change these exemplary embodiments, of the invention
Range is defined by the claims and their equivalents.
Claims (8)
1. anchor ceiling board construction method before a kind of anchorage, which is characterized in that itself the following steps are included:
After completing most of side wall construction to the preceding anchor room, dabbing processing is carried out to the side coping faying face；
The top plate and the working bracket of remaining side wall, and the bottom of the installation top plate are set up in the preceding anchor chamber interior
Face die plate；
On the basis of bottom surface template concreting in lifts, and make after-pouring concrete layer and formerly pour
Concrete layer is combined closely；
To the concrete setting to reach preset construction reference after, successively dismantle the bottom surface template and bracket.
2. anchor ceiling board construction method before anchorage according to claim 1, which is characterized in that the remaining side wall are as follows:
It constructs at the top of the side wall stopped the height of residue 60cm at the top of side wall from default completion.
3. anchor ceiling board construction method before anchorage according to claim 1, which is characterized in that the bracket includes: orthogonal
Connection is to form the steel pipe support and distribution beam of sectional shelf-unit, wherein it is intensive that the steel pipe support and distribution beam avoid suspension cable
Region arrangement.
4. anchor ceiling board construction method before anchorage according to claim 3, which is characterized in that the steel pipe support is using full
Hall tube and couple scaffold.
5. anchor ceiling board construction method before anchorage according to claim 3, which is characterized in that the bracket further includes setting
The support post of saddle's position is dissipated in preceding anchor room, and is erected at the transverse distribution beam at the top of the support post and longitudinal distribution
Beam.
6. anchor ceiling board construction method before anchorage according to claim 3, which is characterized in that bottom surface template use side
Carpentery workshop is to carry on the back distracted and directly abut with the distribution beam, and bamboo slab rubber is as panel, and the lumps of wood is in panel decentralization by default
Spacing be laid with.
7. anchor ceiling board construction method before anchorage according to claim 6, which is characterized in that the installation of the bottom surface template
In step, fill up the gap of the contact surface between the lumps of wood and the distribution beam by timber wedge.
8. anchor ceiling board construction method before anchorage according to claim 3, which is characterized in that the bottom surface template and bracket
Method for dismounting are as follows: after concrete reaches intensity requirement, bottom surface template is transferred using the distribution beam；The bottom surface template
The other parts of the bracket are from top to bottom removed after decentralization again.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811036193.0A CN109056527A (en) | 2018-09-06 | 2018-09-06 | Anchor ceiling board construction method before anchorage |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811036193.0A CN109056527A (en) | 2018-09-06 | 2018-09-06 | Anchor ceiling board construction method before anchorage |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109056527A true CN109056527A (en) | 2018-12-21 |
Family
ID=64759768
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811036193.0A Pending CN109056527A (en) | 2018-09-06 | 2018-09-06 | Anchor ceiling board construction method before anchorage |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109056527A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110593124A (en) * | 2019-10-11 | 2019-12-20 | 中交二公局第五工程有限公司 | Suspension bridge anchorage front anchor chamber top cover plate and construction method thereof |
-
2018
- 2018-09-06 CN CN201811036193.0A patent/CN109056527A/en active Pending
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110593124A (en) * | 2019-10-11 | 2019-12-20 | 中交二公局第五工程有限公司 | Suspension bridge anchorage front anchor chamber top cover plate and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20181221 |