CN215289662U - Concrete cushion cap is connected with steel pier and is used buried bolt location mould in advance - Google Patents
Concrete cushion cap is connected with steel pier and is used buried bolt location mould in advance Download PDFInfo
- Publication number
- CN215289662U CN215289662U CN202120650869.6U CN202120650869U CN215289662U CN 215289662 U CN215289662 U CN 215289662U CN 202120650869 U CN202120650869 U CN 202120650869U CN 215289662 U CN215289662 U CN 215289662U
- Authority
- CN
- China
- Prior art keywords
- plate
- shaped
- fixedly connected
- embedded bolt
- steel pier
- 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
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 23
- 239000010959 steel Substances 0.000 title claims abstract description 23
- 238000007789 sealing Methods 0.000 claims abstract description 19
- 230000003014 reinforcing effect Effects 0.000 claims description 9
- 238000009415 formwork Methods 0.000 claims 3
- 238000009434 installation Methods 0.000 description 6
- 238000000034 method Methods 0.000 description 6
- 238000010586 diagram Methods 0.000 description 4
- 238000010276 construction Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
Images
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
The utility model discloses a positioning clamping fixture of a pre-embedded bolt for connecting a concrete bearing platform and a steel pier, wherein a sealing plate is connected with a mounting plate; the sealing plate is connected with a strip-shaped mounting seat; the bar-shaped mounting seat is slidably connected with an L-shaped plate, and the L-shaped plate is connected with the bar-shaped mounting seat; the L-shaped plate is connected with the rectangular block, the L-shaped plate is connected with the bolt rod, and the bolt rod is connected with the clamping plate; the bolt rod is connected with the knob, the embedded bolt body is fixedly clamped between the two clamping plates, the upper end of the embedded bolt body is in threaded connection with a fixed nut seat, the left side and the right side of the fixed nut seat are respectively in rotational connection with a supporting rod, and the tail end of the supporting rod is fixedly connected to the rectangular block; the embedded bolt body is vertically limited through the fixed nut seat, the embedded bolt body can be fixedly clamped through the clamping plate, and the position of the L-shaped plate can be fixed through the third fixed bolt, so that the embedded bolt body is prevented from moving back and forth, and the phenomenon that the embedded bolt body is deviated and inclined during pouring is avoided; the operation is simple and convenient, and the stability is improved.
Description
Technical Field
The utility model belongs to the technical field of the bridge construction, concretely relates to concrete cushion cap is connected with pre-buried bolt location mould with steel pier.
Background
The bridge pier is a main support of a bridge and mainly comprises a bearing platform, a pier body and a beam slab which are built on a foundation. The accurate installation of the pier body and the bearing platform is a key point for guaranteeing the construction quality of the bridge. Among the prior art, the concrete cushion cap is behind reinforcing bar, template installation, when concreting, because the impact of concrete can lead to the embedded bolt body after the location to take place to remove, and then leads to the embedded bolt body phenomenon such as skew slope can appear for can not accurate alignment when the pier installation of later stage, lead to the installation very troublesome, and still can make bridge atress structure receive the influence, cause the life-span of bridge to shorten.
SUMMERY OF THE UTILITY MODEL
The utility model discloses a concrete cushion cap is connected with steel pier and is used buried bolt location mould in advance, the purpose is concrete cushion cap among the solution prior art at the reinforcing bar, behind the form setting, when concreting, because the impact of concrete can lead to the buried bolt body after the location to take place to remove, and then lead to the buried bolt body in advance phenomenon such as skew slope can appear, can not accurately align when making the later stage pier installation, lead to the installation very troublesome, and still can make bridge atress structure receive the influence, cause the life-span of bridge to shorten the scheduling problem.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
a pre-buried bolt positioning mould for connecting a concrete bearing platform and a steel pier comprises a template, wherein a sealing plate is fixed at the upper end of the template, mounting plates are fixedly connected to the upper ends of the left outer side wall and the right outer side wall of the template respectively, and the positions of four corners of the sealing plate are fixedly connected with the two ends of the mounting plates; a pouring hole is formed in the middle of the sealing plate, strip-shaped holes are formed in the sealing plate and located on the left side and the right side of the pouring hole, and strip-shaped mounting seats are fixedly connected to the two sides of the strip-shaped holes in the sealing plate respectively; the bar-shaped mounting seat is slidably connected with an L-shaped plate, and the L-shaped plate is fixedly connected with the bar-shaped mounting seat; the upper end of the L-shaped plate is fixedly connected with a rectangular block, the side wall of the L-shaped plate is connected with a bolt rod through an internal thread hole, and the inner end of the bolt rod is fixedly connected with a clamping plate; the outer side end of the bolt rod is fixedly connected with a knob, the left clamp plate and the right clamp plate are fixedly connected with an embedded bolt body in a clamping mode, the upper end of the embedded bolt body is in threaded connection with a fixing nut seat, the left side and the right side of the fixing nut seat are respectively connected with a supporting rod in a rotating mode, and the tail end of the supporting rod is fixedly connected to the rectangular block.
In the above aspect, it is preferable that the outer end of the bolt rod is fixedly connected with a knob.
It can also be preferred that the cardboard is the arc that matches the use with buried bolt body.
Preferably, a rubber pad is fixedly bonded to one side surface of the clamping plate, which is in contact with the embedded bolt body.
Preferably, the template is composed of four rectangular plates, and two ends of each rectangular plate are provided with inclined chamfers matched with each other for use.
Preferably, the outer sides of the four splicing angles of the template are fixedly connected with L-shaped reinforcing plates, a side face, in contact with the template, of each L-shaped reinforcing plate is provided with a limiting clamping groove, and the outer side wall of the template is fixedly connected with a limiting clamping block matched with the limiting clamping groove for use.
Preferably, the lower bottom end of the L-shaped plate is fixedly connected with a limiting sliding block, the upper surface of the bar-shaped mounting seat is provided with a limiting sliding groove, and the limiting sliding block is arranged in the limiting sliding groove in a sliding manner.
It can also be preferred that the limiting sliding block is an inverted T-shaped sliding block, and the limiting sliding groove is an inverted T-shaped sliding groove matched with the limiting sliding block.
It is also preferable that the four corners of the sealing plate are fixedly connected with the two ends of the mounting plate through first fixing bolts,
it is also preferable that the L-shaped plate is fixedly connected with the bar-shaped mounting seat through a third fixing bolt,
it is also preferable that the ends of the support rods are fixedly coupled to the rectangular block by second fixing bolts.
The utility model discloses can reach following beneficial effect:
the utility model discloses a concrete cushion cap is connected with steel pier and is used buried bolt location mould in advance, through with buried bolt body and the screw thread connection of fixation nut seat in advance, then with the terminal fixed connection of bracing piece on the rectangular block, alright go on the restriction from top to bottom to buried bolt body in advance, avoid buried bolt body in advance to reciprocate when the cushion cap is pour; then, the bolt rod can be driven to rotate by rotating the knob, so that the embedded bolt body is fixed and clamped tightly by the clamping plate, the lower end of the embedded bolt body is prevented from moving, and the embedded bolt is prevented from deviating and inclining; meanwhile, the L-shaped plate is arranged on the strip-shaped mounting seat in a sliding mode, so that the L-shaped plate can be adjusted according to the position of the embedded bolt body, and then the position of the L-shaped plate can be fixed through a third fixing bolt, and the embedded bolt body is prevented from moving back and forth; it sets up L type gusset plate through four concatenation angle outsides at the template, can make the concatenation that the rectangular plate can be more convenient together, and easy operation is convenient, can also consolidate the template simultaneously, improves its stability.
Drawings
The accompanying drawings, which are described herein, serve to provide a further understanding of the invention and constitute a part of this specification, and the exemplary embodiments and descriptions thereof are provided for explaining the invention without unduly limiting it. In the drawings:
fig. 1 is the utility model discloses a concrete cushion cap is connected with steel pier with the structural schematic diagram of buried bolt location mould in advance.
Fig. 2 is the utility model discloses a concrete cushion cap is connected with L template mounting structure schematic diagram of pre-buried bolt location mould with steel pier.
Fig. 3 is the utility model discloses a concrete cushion cap is connected with L type gusset plate mounting structure schematic diagram of pre-buried bolt location mould with steel pier.
Fig. 4 is the utility model discloses a concrete cushion cap is connected with steel pier and is used shrouding structure schematic diagram of buried bolt location mould in advance.
In the drawing, 1 is the template, 101 is the rectangular plate, 2 is the knob, 3 is the mounting panel, 4 is the shrouding, 5 is L type gusset plate, 6 is first fixing bolt, 7 is the bar mount pad, 8 is the L template, 9 is the third fixing bolt, 10 is the rectangular block, 11 is the fixing nut seat, 12 is the bracing piece, 13 is the second fixing bolt, 14 is spacing draw-in groove, 15 is spacing fixture block, 16 is spacing spout, 17 is spacing slider, 18 is for pouring the hole, 19 is the buried bolt body in advance, 20 is the bar hole, 21 is the shank of bolt, 22 is the cardboard.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more clear, the following embodiments of the present invention and the corresponding drawings are combined to clearly and completely describe the technical solutions of the present invention. It is to be understood that the embodiments described are only some embodiments of the invention, and not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
The technical solutions provided by the embodiments of the present invention are described in detail below with reference to the accompanying drawings.
Examples
As shown in figures 1, 2 and 4, the pre-buried bolt positioning mould for connecting a concrete bearing platform with a steel pier comprises a template 1, wherein a sealing plate 4 is fixedly arranged at the upper end of the template 1, mounting plates 3 are respectively and fixedly connected with the upper ends of the left and right outer side walls of the template 1, the four corners of the sealing plate 4 are fixedly connected with the two ends of the mounting plates 3 through first fixing bolts 6, a pouring hole 18 is formed in the middle of the sealing plate 4, pouring work of the bearing platform is facilitated after the template 1 is completely installed, strip-shaped holes 20 are formed in the sealing plate 4 and are positioned on the left and right sides of the pouring hole 18, strip-shaped mounting seats 7 are respectively and fixedly connected with the two sides of the strip-shaped hole 20 on the sealing plate 4, an L-shaped plate 8 is slidably connected on the strip-shaped mounting seats 7, a rectangular block 10 is fixedly connected with the upper end of the L-shaped plate 8, bolt rods 21 are respectively and are in threaded connection with the side walls of the L-shaped plate 8, and clamping plates 22 are fixedly connected with the inner ends of the bolt rods 21, the outer side end of a bolt rod 21 is fixedly connected with a knob 2, an embedded bolt body 19 is fixedly clamped between a left clamping plate 22 and a right clamping plate 22, the upper end of the embedded bolt body 19 is in threaded connection with a fixing nut seat 11, the left side and the right side of the fixing nut seat 11 are respectively in rotary connection with a supporting rod 12, the tail end of the supporting rod 12 is fixedly connected onto a rectangular block 10 through a second fixing bolt 13, the embedded bolt body 19 is in threaded connection with the fixing nut seat 11, then the tail end of the supporting rod 12 is fixedly connected onto the rectangular block 10, the embedded bolt body 19 can be limited up and down, the embedded bolt body 19 is prevented from moving up and down when a bearing platform is poured, then the bolt rod 21 can be driven to rotate by rotating the knob 2, so that the embedded bolt body 19 is fixedly clamped by the clamping plates 22, and the phenomenon that the lower end of the embedded bolt body 19 moves to cause the embedded bolt to deviate and incline is avoided, simultaneously L template 8 slides and sets up on bar mount pad 7 for L template 8 can be adjusted according to buried bolt body 19's position in advance, then can fix L template 8's position through third fixing bolt 9, prevents buried bolt body 19 back-and-forth movement in advance.
As shown in fig. 1, the clamping plate 22 is an arc-shaped plate matched with the embedded bolt body 19 for use, a rubber pad is fixedly bonded to one side surface of the clamping plate 22 contacted with the embedded bolt body 19, so that the contact area between the clamping plate 22 and the embedded bolt body 19 is increased, and the friction force between the clamping plate 22 and the embedded bolt body 19 is increased, and the embedded bolt body 19 is more stable when concrete is poured.
As shown in fig. 3, the template 1 is composed of four rectangular plates 101, the inclined chamfers used in mutual matching are all set at the two ends of the rectangular plates 101, the L-shaped reinforcing plate 5 is fixedly connected to the four outer sides of the splicing angles of the template 1, the limiting clamping groove 14 is set on the side face of the L-shaped reinforcing plate 5 contacted with the template 1, the limiting clamping block 15 used in matching with the limiting clamping groove 14 is fixedly connected to the outer side wall of the template 1, and by arranging the L-shaped reinforcing plate 5, the rectangular plates 101 can be spliced together more conveniently, which is simple and convenient.
As shown in fig. 1, the lower bottom fixedly connected with limit slider 17 of L template 8, limit sliding groove 16 has been seted up to the upper surface of bar mount pad 7, limit slider 17 slides and sets up in limit sliding groove 16, limit slider 17 is the type of falling T slider, limit sliding groove 16 is in the type of falling T spout of limit slider 17 assorted, through setting up limit slider 17 and limit sliding groove 16, can prescribe a limit to L template 8, avoid it to break away from bar mount pad 7, can not influence the L template 8 back and forth slip simultaneously and carry out position control.
The concrete cushion cap of above-mentioned embodiment is connected with steel pier and is used buried bolt location mould in advance, prescribes a limit to about going on buried bolt body 19 through fixation nut seat 11, can fix the chucking with buried bolt body 19 through cardboard 22, can fix the position of L template 8 through third fixing bolt 9 to prevent buried bolt body 19 back-and-forth movement, avoid buried bolt body 19 to appear the phenomenon of skew slope when pouring.
It is noted that, in this document, relational terms such as "first" and "second," and the like, may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus. Without further limitation, an element defined by the phrase "comprising an … …" does not exclude the presence of other identical elements in a process, method, article, or apparatus that comprises the element.
The foregoing are merely exemplary embodiments of the present disclosure, which enable those skilled in the art to understand or practice the present disclosure. Various modifications to these embodiments will be readily apparent to those skilled in the art, and the generic principles defined herein may be applied to other embodiments without departing from the spirit or scope of the disclosure. Thus, the present disclosure is not intended to be limited to the embodiments shown herein but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.
Claims (10)
1. A pre-buried bolt positioning mould for connecting a concrete bearing platform and a steel pier comprises a template (1) and is characterized in that a sealing plate (4) is fixed at the upper end of the template (1), mounting plates (3) are fixedly connected to the upper ends of the left outer side wall and the right outer side wall of the template (1) respectively, and the positions of four corners of the sealing plate (4) are fixedly connected with the two ends of the mounting plates (3); a pouring hole (18) is formed in the middle of the sealing plate (4), strip-shaped holes (20) are formed in the left side and the right side of the pouring hole (18) on the sealing plate (4), and strip-shaped mounting seats (7) are fixedly connected to the two sides of the strip-shaped holes (20) on the sealing plate (4) respectively; the bar-shaped mounting seat (7) is slidably connected with an L-shaped plate (8), and the L-shaped plate (8) is fixedly connected with the bar-shaped mounting seat (7); the upper end of the L-shaped plate (8) is fixedly connected with a rectangular block (10), the side wall of the L-shaped plate (8) is connected with a bolt rod (21) through an internal threaded hole, and the inner end of the bolt rod (21) is fixedly connected with a clamping plate (22); the left clamping plate and the right clamping plate (22) are fixedly clamped with an embedded bolt body (19), the upper end of the embedded bolt body (19) is in threaded connection with a fixed nut seat (11), the left side and the right side of the fixed nut seat (11) are respectively in rotary connection with a supporting rod (12), and the tail end of the supporting rod (12) is fixedly connected onto a rectangular block (10).
2. The positioning mold of the embedded bolt for connecting the concrete bearing platform and the steel pier according to claim 1, wherein a knob (2) is fixedly connected to the outer end of the bolt rod (21).
3. The positioning mould for the embedded bolt for connecting the concrete bearing platform and the steel pier as claimed in claim 2, wherein the clamping plate (22) is an arc-shaped plate matched with the embedded bolt body (19); and a rubber pad is fixedly bonded on one side surface of the clamping plate (22) which is in contact with the embedded bolt body (19).
4. The positioning mould for the embedded bolts used for connecting the concrete bearing platform and the steel pier is characterized in that the template (1) consists of four rectangular plates (101), and two ends of each rectangular plate (101) are respectively provided with an inclined chamfer angle which is matched with each other for use.
5. The positioning clamping fixture for the embedded bolts for connecting the concrete bearing platform and the steel pier as claimed in claim 1, wherein L-shaped reinforcing plates (5) are fixedly connected to the outer sides of four splicing angles of the formwork (1), a limiting clamping groove (14) is formed in one side face, in contact with the formwork (1), of each L-shaped reinforcing plate (5), and a limiting clamping block (15) matched with the limiting clamping groove (14) is fixedly connected to the outer side wall of the formwork (1).
6. The positioning mould for the embedded bolt for connecting the concrete bearing platform and the steel pier according to claim 1, wherein a limiting slide block (17) is fixedly connected to the lower bottom end of the L-shaped plate (8), a limiting slide groove (16) is formed in the upper surface of the strip-shaped mounting seat (7), and the limiting slide block (17) is slidably arranged in the limiting slide groove (16).
7. The positioning mould for the embedded bolt used for connecting the concrete bearing platform and the steel pier is characterized in that the limiting slide block (17) is an inverted T-shaped slide block, and the limiting sliding groove (16) is an inverted T-shaped sliding groove matched with the limiting slide block (17).
8. The positioning clamping fixture of embedded bolts for connecting a concrete bearing platform and a steel pier as claimed in claim 1, wherein the four corners of the sealing plate (4) are fixedly connected with the two ends of the mounting plate (3) through first fixing bolts (6),
9. the positioning mould of the embedded bolt for connecting the concrete bearing platform and the steel pier as claimed in claim 1, wherein the L-shaped plate (8) is fixedly connected with the strip-shaped mounting seat (7) through a third fixing bolt (9),
10. the positioning jig for the embedded bolts used for connecting the concrete cap and the steel pier according to claim 1, wherein the ends of the support rods (12) are fixedly connected to the rectangular block (10) by second fixing bolts (13).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120650869.6U CN215289662U (en) | 2021-03-30 | 2021-03-30 | Concrete cushion cap is connected with steel pier and is used buried bolt location mould in advance |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120650869.6U CN215289662U (en) | 2021-03-30 | 2021-03-30 | Concrete cushion cap is connected with steel pier and is used buried bolt location mould in advance |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215289662U true CN215289662U (en) | 2021-12-24 |
Family
ID=79535149
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120650869.6U Expired - Fee Related CN215289662U (en) | 2021-03-30 | 2021-03-30 | Concrete cushion cap is connected with steel pier and is used buried bolt location mould in advance |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215289662U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114589806A (en) * | 2022-04-18 | 2022-06-07 | 中建八局第二建设有限公司 | Positioning structure and prefabricated track beam support steel plate embedded assembly |
-
2021
- 2021-03-30 CN CN202120650869.6U patent/CN215289662U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114589806A (en) * | 2022-04-18 | 2022-06-07 | 中建八局第二建设有限公司 | Positioning structure and prefabricated track beam support steel plate embedded assembly |
| CN114589806B (en) * | 2022-04-18 | 2023-11-14 | 中建八局第二建设有限公司 | Positioning structure and prefabricated track beam support steel plate embedded assembly |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN215289662U (en) | Concrete cushion cap is connected with steel pier and is used buried bolt location mould in advance | |
| CN113090015B (en) | Beam plate post-cast strip formwork supporting method | |
| CN112609881A (en) | Assembled coincide floor | |
| CN205955197U (en) | A fixing device that be used for prefabricated non - design of bench, can all rotary die boards | |
| CN212376260U (en) | Post-cast strip steel bar positioning formwork device | |
| CN108071194A (en) | A kind of cast-in-situ floor and thickness control of protection cover of rebar device and its construction technology | |
| CN102587653A (en) | Novel reinforcing tie bolt for side form of side beam | |
| CN215202585U (en) | Concrete prefabricated component template fixing device | |
| CN217128969U (en) | Building template clamp | |
| CN207331733U (en) | A kind of concrete column leg structure | |
| CN218813036U (en) | Simple fixing device for pavement hardening formwork | |
| CN211143715U (en) | House building engineering adds stationary form | |
| CN209779461U (en) | A slipform device for bridge floor engineering construction | |
| CN112049416A (en) | Clamp for building mould | |
| CN211202011U (en) | Movable clamp for mounting water stop belt of tunnel construction joint | |
| CN220747661U (en) | But building engineering is with quick assembly disassembly's template structure | |
| CN215760463U (en) | Automatic fastening device for windowsill beam template | |
| CN216810987U (en) | Building aluminum mould template support of adjustable installation | |
| CN220516076U (en) | Clamping device for aluminum template processing | |
| CN220225159U (en) | Roller compacted concrete construction template fixing device | |
| CN213952979U (en) | Column formwork structure for building construction | |
| CN214271737U (en) | Be used for prosthetic formwork device of concrete guardrail | |
| CN210597352U (en) | Adjustable cushion cap template of width of assembling fast | |
| CN215407370U (en) | Construction structures is pour in step to two walls of building movement joint concrete | |
| CN219490612U (en) | Prefabricated slab splicing structure for road bridge |
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: 20211224 |