CN206680881U - Suitable for the sealing off and covering anchorage box of box girder pre-stressed anchor head - Google Patents

Suitable for the sealing off and covering anchorage box of box girder pre-stressed anchor head Download PDF

Info

Publication number
CN206680881U
CN206680881U CN201720387882.0U CN201720387882U CN206680881U CN 206680881 U CN206680881 U CN 206680881U CN 201720387882 U CN201720387882 U CN 201720387882U CN 206680881 U CN206680881 U CN 206680881U
Authority
CN
China
Prior art keywords
baffle plate
limit pin
hole
pair
upper limit
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.)
Expired - Fee Related
Application number
CN201720387882.0U
Other languages
Chinese (zh)
Inventor
欧阳小华
姚笛
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 Communications 2nd Navigational Bureau 2nd Engineering Co Ltd
Original Assignee
China Communications 2nd Navigational Bureau 2nd Engineering 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 Communications 2nd Navigational Bureau 2nd Engineering Co Ltd filed Critical China Communications 2nd Navigational Bureau 2nd Engineering Co Ltd
Priority to CN201720387882.0U priority Critical patent/CN206680881U/en
Application granted granted Critical
Publication of CN206680881U publication Critical patent/CN206680881U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Bridges Or Land Bridges (AREA)

Abstract

The utility model discloses a kind of sealing off and covering anchorage box suitable for box girder pre-stressed anchor head, including:Baffle plate, it is rectangle structure, and baffle plate is vertically arranged, and its top is provided with the first through hole;Passage, its one end are connected and are inclined upwardly with the first through hole, positioned at the side of baffle plate;A pair of upper limit pin, it is perpendicular to baffle plate setting in the opposite side of baffle plate, a pair of upper limit pin are located in same level and are separately positioned on the both sides of the first through hole, one end that upper limit pin intersects with baffle plate is located at the top of the first through hole, and the one end of upper limit pin away from baffle plate is provided with the second through hole;A pair of first fasteners, it is detachably connected with a pair of upper limit pin respectively by the second through hole;A pair of lower limit pin, it is located in same level perpendicular to baffle plate setting in the bottom of baffle plate, and lower limit pin is located at the same side of baffle plate with upper limit pin.The characteristics of the utility model has simple in construction, is easy to sealing off and covering anchorage construction, and efficiency of construction is high, and applicability is wide.

Description

Suitable for the sealing off and covering anchorage box of box girder pre-stressed anchor head
Technical field
The utility model is applied to the sealing off and covering anchorage technical field of tools of box girder pre-stressed anchor head.More specifically, this practicality is new Type is related to a kind of sealing off and covering anchorage box suitable for box girder pre-stressed anchor head.
Background technology
In the construction of bridge box and beam transverse prestress, the anchor head of its end is embedded to be generally embedded in the concrete of side, right The repairing of anchor head part concrete is usually artificial directly operation, and mode is blocked using direct filling or termination.Fill in embankment formula The shortcomings that be that cannot ensure repairing quality, be operational sequence complexity the shortcomings that faces end head plugging mode, work efficiency is slow.
Utility model content
A purpose of the present utility model is that solve at least the above, and provides the advantages of at least will be described later.
The utility model also have a purpose be to provide it is a kind of can simply, the sealing off and covering anchorage of the box girder pre-stressed anchor head of rapid construction Box, the quality of sealing off and covering anchorage concrete can be ensured, improve efficiency of construction.
In order to realize according to these purposes of the present utility model and further advantage, there is provided one kind is applied to box girder pre-stressed The sealing off and covering anchorage box of anchor head, including:
Baffle plate, it is rectangle structure, and the baffle plate is vertically arranged, and its top is provided with the first through hole;
Passage, its one end is connected and is inclined upwardly with first through hole, positioned at the side of the baffle plate;
A pair of upper limit pin, it is perpendicular to the baffle plate setting in the opposite side of the baffle plate, the pair of upper limit pin In same level and the both sides of first through hole are separately positioned on, what the upper limit pin intersected with the baffle plate One end is located at the top of first through hole, and the described one end of upper limit pin away from the baffle plate is provided with the second through hole;
A pair of first fasteners, it is detachably connected with the pair of upper limit pin respectively by second through hole;
A pair of lower limit pin, it is located in same level perpendicular to the baffle plate setting in the bottom of the baffle plate, and The lower limit pin is located at the same side of the baffle plate with the upper limit pin.
Preferably, the described sealing off and covering anchorage box suitable for box girder pre-stressed anchor head, first through hole are arranged on described In the vertical centerline of baffle plate, the vertical center of the pair of upper limit pin and the pair of lower limit pin on the baffle plate Line is symmetrical arranged.
Preferably, the described sealing off and covering anchorage box suitable for box girder pre-stressed anchor head, first fastener include being fixedly arranged on It is located at first nut in upper limit underfooting portion, and the first bolt being engaged with first nut at second through hole.
Preferably, the described sealing off and covering anchorage box suitable for box girder pre-stressed anchor head, the baffle plate, passage, upper limit pin It is iron and steel material quality with lower limit pin.
Preferably, the described sealing off and covering anchorage box suitable for box girder pre-stressed anchor head, it is vertical on the baffle plate to be provided with a pair of cunnings Groove, the pair of upper limit pin are connected by sliding block with the pair of slide respectively.
Preferably, the described sealing off and covering anchorage box suitable for box girder pre-stressed anchor head, the bottom of the baffle plate is respectively equipped with one To the 3rd through hole, one end of the lower limit pin is provided with the fixed plate perpendicular to lower limit pin, from up in the fixed plate Under be spaced multiple 4th through holes, the 3rd through hole and one of them the 4th through hole can by the second fastener Dismantling connection is so that the lower limit pin is vertically installed in the bottom of the baffle plate.
Preferably, the described sealing off and covering anchorage box suitable for box girder pre-stressed anchor head, second fastener include being fixedly arranged on It is located at the second nut of baffle plate side at 3rd through hole, and the second bolt being engaged with second nut, described the Two nuts are located at the same side of the baffle plate with the passage.
Preferably, the described sealing off and covering anchorage box suitable for box girder pre-stressed anchor head, the folder of the passage and the baffle plate Angle is 15-30 °.
The utility model comprises at least following beneficial effect:Sealing off and covering anchorage box of the present utility model is simple in construction, is easy to sealing off and covering anchorage and applies Work, improve efficiency of construction;
Sealing off and covering anchorage box is because there is provided the 3rd through hole, fixed plate and the 4th through hole so that lower limit pin pitch is passed through from first The height adjustable of through hole, expand the scope of application of the sealing off and covering anchorage box for the anchor head groove of different in width;
By setting chute so that the position of upper limit pin is adjustable, expands the different thickness of concrete layer for forming anchor head groove The scope of application of degree, provided convenience for different types of box beam sealing off and covering anchorage.
Further advantage, target and feature of the present utility model embody part by following explanation, and part will also pass through Research of the present utility model and practice are understood by the person skilled in the art.
Brief description of the drawings
Fig. 1 is the side structure schematic diagram of sealing off and covering anchorage box of the present utility model;
Fig. 2 is the front view of sealing off and covering anchorage box of the present utility model;
Fig. 3 is the side structure construction schematic diagram of sealing off and covering anchorage box of the present utility model.
Embodiment
The utility model is described in further detail below in conjunction with the accompanying drawings, to make those skilled in the art with reference to explanation Book word can be implemented according to this.
It should be noted that in description of the present utility model, term " transverse direction ", " longitudinal direction ", " on ", " under ", " preceding ", The orientation or position relationship of the instruction such as " rear ", "left", "right", " vertical ", " level ", " top ", " bottom ", " interior ", " outer " be based on Orientation shown in the drawings or position relationship, are for only for ease of description the utility model and simplify and describe, and are not instruction or dark Show that the device of meaning or element there must be specific orientation, with specific azimuth configuration and operation, thus it is it is not intended that right Limitation of the present utility model.
As Figure 1-3, the utility model provides a kind of sealing off and covering anchorage box suitable for box girder pre-stressed anchor head, including:
Baffle plate 1, it is rectangle structure, and the baffle plate 1 is vertically arranged, and its top is provided with the first through hole 11;
Passage 2, its one end are connected and are inclined upwardly with first through hole 11, positioned at the side of the baffle plate 1;
A pair of upper limit pin 3, it is arranged at the opposite side of the baffle plate 1, the pair of upper limit perpendicular to the baffle plate 1 Pin 3 is located in same level and is separately positioned on the both sides of first through hole 11, the upper limit pin 3 and the baffle plate 1 intersecting one end be located at the top of first through hole 11, and the one end of the upper limit pin 3 away from the baffle plate 1 is provided with the Two through holes;
A pair of first fasteners 4, it is detachably connected with the pair of upper limit pin 3 respectively by second through hole Connect;
A pair of lower limit pin 5, it is arranged on the bottom of the baffle plate 1 perpendicular to the baffle plate 1 and is located in same level, And the lower limit pin 5 is located at the same side of the baffle plate 1 with the upper limit pin 3.
In construction, anchor head groove is arranged in inside it by the U-shaped side that lower limit pin and upper limit pin and baffle plate are formed, and The concrete layer of composition anchor head groove is close to baffle plate, then fixed a pair of upper limit pin with concrete layer by the first fastener, Then by passage penetration concrete, sealing off and covering anchorage box is removed after its solidification.
In another technical solution, the described sealing off and covering anchorage box suitable for box girder pre-stressed anchor head, first through hole 11 are arranged in the vertical centerline of the baffle plate 1, and the pair of upper limit pin 3 and the pair of lower limit pin 5 are on institute The vertical centerline for stating baffle plate 1 is symmetrical arranged.Vertical centerline mentioned here is baffle plate in the case of being vertically arranged with baffle plate The line at the midpoint of top edge and lower edge.
In another technical solution, the described sealing off and covering anchorage box suitable for box girder pre-stressed anchor head, first fastener 4 It is located at the first nut of the bottom of upper limit pin 3 at the second through hole including being fixedly arranged on, and be engaged with first nut First bolt.Because upper limit underfooting portion is fixed with the first nut so that the first bolt can directly be removably mounted at envelope On anchor box, parts are avoided to be scattered loss.
In another technical solution, the described sealing off and covering anchorage box suitable for box girder pre-stressed anchor head, the baffle plate 1, guide Pipe 2, upper limit pin 3 and lower limit pin 5 are iron and steel material quality so that are easy to come off after concrete drying and moulding.
In another technical solution, the described sealing off and covering anchorage box suitable for box girder pre-stressed anchor head is vertical on the baffle plate 1 Provided with a pair of chutes 6, the pair of upper limit pin 3 is slidably connected by sliding block and the pair of chute 6 respectively.Here chute It can be in general concave pipe or C-shaped pipes chute, only upper limit pin need to be allowd to be slided up and down in chute.In addition, Because there is provided chute so that the position of upper limit pin is adjustable, expands the suitable of the concrete layer different-thickness that forms anchor head groove With scope, provided convenience for different types of box beam sealing off and covering anchorage.
In another technical solution, the described sealing off and covering anchorage box suitable for box girder pre-stressed anchor head, the bottom of the baffle plate 1 A pair of the 3rd through holes are respectively equipped with, one end of the lower limit pin 5 is provided with the fixed plate 7 perpendicular to lower limit pin 5, described solid Multiple 4th through holes are spaced on fixed board 7 from top to bottom, the 3rd through hole and one of them the 4th through hole lead to The second fastener 8 is crossed to be detachably connected so that the lower limit pin 5 is vertically installed in the bottom of the baffle plate 1.Sealing off and covering anchorage box due to There is provided the 3rd through hole, fixed plate and the 4th through hole so that lower limit pin pitch expands from the height adjustable of the first through hole The scope of application of the sealing off and covering anchorage box for the anchor head groove of different in width.
In another technical solution, the described sealing off and covering anchorage box suitable for box girder pre-stressed anchor head, second fastener 8 It is located at the second nut of the side of baffle plate 1, and second be engaged with second nut at the 3rd through hole including being fixedly arranged on Bolt, second nut are located at the same side of the baffle plate 1 with the passage 2.Second nut is fixedly arranged on baffle plate side, can To avoid the loss of being scattered of the second nut and the second bolt parts.
In another technical solution, the described sealing off and covering anchorage box suitable for box girder pre-stressed anchor head, the passage 2 and institute The angle for stating baffle plate 1 is 15-30 °.Because concrete slurry fluid resistance is big, when being poured into along passage, passage and vertical side Upward angle is 15-30 ° and is easier to pour into, and improves efficiency of construction.
Sealing off and covering anchorage box of the present utility model is applied well in Brunei's PPMB bridges, quickly and easily completes box beam The sealing off and covering anchorage construction of transverse prestress anchor head.
Although embodiment of the present utility model is disclosed as above, it is not restricted in specification and embodiment Listed utilization, it can be applied to various suitable fields of the present utility model completely, for those skilled in the art, Other modification is easily achieved, therefore under the universal limited without departing substantially from claim and equivalency range, this reality Specific details is not limited to new and shown here as the legend with description.

Claims (8)

  1. A kind of 1. sealing off and covering anchorage box suitable for box girder pre-stressed anchor head, it is characterised in that including:
    Baffle plate, it is rectangle structure, and the baffle plate is vertically arranged, and its top is provided with the first through hole;
    Passage, its one end is connected and is inclined upwardly with first through hole, positioned at the side of the baffle plate;
    A pair of upper limit pin, it is located at perpendicular to the baffle plate setting in the opposite side of the baffle plate, the pair of upper limit pin In same level and it is separately positioned on the both sides of first through hole, one end that the upper limit pin intersects with the baffle plate Positioned at the top of first through hole, the described one end of upper limit pin away from the baffle plate is provided with the second through hole;
    A pair of first fasteners, it is detachably connected with the pair of upper limit pin respectively by second through hole;
    A pair of lower limit pin, it is located in same level perpendicular to the baffle plate setting in the bottom of the baffle plate, and described Lower limit pin is located at the same side of the baffle plate with the upper limit pin.
  2. 2. it is applied to the sealing off and covering anchorage box of box girder pre-stressed anchor head as claimed in claim 1, it is characterised in that first through hole It is arranged in the vertical centerline of the baffle plate, the pair of upper limit pin and the pair of lower limit pin are on the baffle plate Vertical centerline be symmetrical arranged.
  3. 3. it is applied to the sealing off and covering anchorage box of box girder pre-stressed anchor head as claimed in claim 1, it is characterised in that first fastener It is located at first nut in upper limit underfooting portion, and the be engaged with first nut at the second through hole including being fixedly arranged on One bolt.
  4. 4. it is applied to the sealing off and covering anchorage box of box girder pre-stressed anchor head as claimed in claim 1, it is characterised in that the baffle plate, guide Pipe, upper limit pin and lower limit pin are iron and steel material quality.
  5. 5. the sealing off and covering anchorage box suitable for box girder pre-stressed anchor head as described in any in claim 1-4, it is characterised in that the gear A pair of chutes are provided with vertically on plate, the pair of upper limit pin is connected by sliding block with the pair of slide respectively.
  6. 6. it is applied to the sealing off and covering anchorage box of box girder pre-stressed anchor head as claimed in claim 5, it is characterised in that the bottom of the baffle plate A pair of the 3rd through holes are respectively equipped with, one end of the lower limit pin is provided with the fixed plate perpendicular to lower limit pin, the fixation Multiple 4th through holes, the 3rd through hole and one of them the 4th through hole have been spaced on plate from top to bottom by Two fasteners are detachably connected so that the lower limit pin is vertically installed in the bottom of the baffle plate.
  7. 7. it is applied to the sealing off and covering anchorage box of box girder pre-stressed anchor head as claimed in claim 6, it is characterised in that second fastener It is located at the second nut of baffle plate side, and the second spiral shell being engaged with second nut at the 3rd through hole including being fixedly arranged on Bolt, second nut are located at the same side of the baffle plate with the passage.
  8. 8. it is applied to the sealing off and covering anchorage box of box girder pre-stressed anchor head as claimed in claim 1, it is characterised in that the passage and institute The angle for stating baffle plate is 15-30 °.
CN201720387882.0U 2017-04-13 2017-04-13 Suitable for the sealing off and covering anchorage box of box girder pre-stressed anchor head Expired - Fee Related CN206680881U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720387882.0U CN206680881U (en) 2017-04-13 2017-04-13 Suitable for the sealing off and covering anchorage box of box girder pre-stressed anchor head

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720387882.0U CN206680881U (en) 2017-04-13 2017-04-13 Suitable for the sealing off and covering anchorage box of box girder pre-stressed anchor head

Publications (1)

Publication Number Publication Date
CN206680881U true CN206680881U (en) 2017-11-28

Family

ID=60398617

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201720387882.0U Expired - Fee Related CN206680881U (en) 2017-04-13 2017-04-13 Suitable for the sealing off and covering anchorage box of box girder pre-stressed anchor head

Country Status (1)

Country Link
CN (1) CN206680881U (en)

Similar Documents

Publication Publication Date Title
CN207739261U (en) A kind of supporting cast-in-situ bored pile location structure
CN208363358U (en) The connection structure of concrete prefabricated panel and steel column
CN108590008A (en) Fold shape roof system cast-in-place concrete construction method
CN109339238A (en) A kind of prefabricated assembled profile steel concrete column splicing node structure and its construction method
CN206053225U (en) A kind of dry-hanging installation structure for vertical faces of stone materials
CN202611012U (en) Assembly type concrete shear wall edge member connection structure
CN106639301A (en) Aluminum cyclostyle and concrete wall bottom rot protective structure
CN105887680B (en) One kind mixing cable beam anchoring structure
CN209353708U (en) Upper anti-bank template reinforcing device
CN206680881U (en) Suitable for the sealing off and covering anchorage box of box girder pre-stressed anchor head
CN107724540A (en) Steel plate shear force wall and the attachment structure and its construction method of steel bar girder floor plates
CN207420025U (en) Shear wall's head template reinforcing assembly and shear wall template reinforced structure
CN109208393A (en) A kind of track girder steel reinforcement cage bolt embedment structure
CN209468754U (en) A kind of high-strength earth work grille
CN208701955U (en) A kind of insulation board and the knockdown outer wall template of steel frame
CN203904785U (en) Multifunctional pressing rod of track slab of CRTS III plate type ballastless track
CN206625555U (en) A kind of irregular domatic patch slope concrete construction formwork system
CN207537868U (en) Wavelike steel webplate combined type shear connector
CN107724675A (en) A kind of reinforced concrete member post-cast strip shaped device
CN109339283A (en) A kind of prefabricated assembled steel reinforced concrete shear walls vertically splice node structure and its construction method
CN205935303U (en) Easily steel sheet that prevents of construction rouses cranked steel plate shear wall
CN209039878U (en) Track girder steel reinforcement cage bolt embedment structure
CN205990770U (en) A kind of removable concreting instrument
CN207727555U (en) I-shaped prestressed concrete slabs staking pilework
CN207513189U (en) A kind of material distributing machine Steel Supporting Platform

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20171128