CN116856293A - Layered bent cap construction structure and layered bent cap construction method - Google Patents
Layered bent cap construction structure and layered bent cap construction method Download PDFInfo
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- CN116856293A CN116856293A CN202311042857.5A CN202311042857A CN116856293A CN 116856293 A CN116856293 A CN 116856293A CN 202311042857 A CN202311042857 A CN 202311042857A CN 116856293 A CN116856293 A CN 116856293A
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- 238000010276 construction Methods 0.000 title claims abstract description 36
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 12
- 239000004744 fabric Substances 0.000 claims description 9
- 238000009434 installation Methods 0.000 claims description 9
- 239000004567 concrete Substances 0.000 claims description 8
- 230000002457 bidirectional effect Effects 0.000 claims description 6
- 230000000694 effects Effects 0.000 claims description 5
- 238000005728 strengthening Methods 0.000 claims description 5
- 229910000831 Steel Inorganic materials 0.000 claims description 3
- 239000010959 steel Substances 0.000 claims description 3
- 229920001821 foam rubber Polymers 0.000 claims description 2
- 238000009415 formwork Methods 0.000 abstract description 23
- 229910001294 Reinforcing steel Inorganic materials 0.000 abstract description 2
- 238000009435 building construction Methods 0.000 abstract description 2
- 101100460844 Mus musculus Nr2f6 gene Proteins 0.000 description 5
- 230000002787 reinforcement Effects 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
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
- E01D21/00—Methods or apparatus specially adapted for erecting or assembling bridges
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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
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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
- E01D19/02—Piers; Abutments ; Protecting same against drifting ice
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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
- E01D2101/00—Material constitution of bridges
- E01D2101/20—Concrete, stone or stone-like material
- E01D2101/24—Concrete
- E01D2101/26—Concrete reinforced
Abstract
The application discloses a layered capping beam construction structure and a layered capping beam construction method, which relate to the technical field of building construction and comprise two pier columns, wherein a first anchor ear is sleeved outside the top of each pier column, a supporting plate is arranged at the top end of each pier column positioned on the first anchor ear, a bottom formwork is arranged at the top end of each supporting plate, a reinforcing steel bar frame is arranged at the top end of each bottom formwork, a first side formwork is arranged on one side opposite to the top end of each bottom formwork, a second side formwork is arranged on one side opposite to the top end of each bottom formwork, a locking mechanism is arranged between each second side formwork and each bottom formwork, a clamping mechanism is arranged in each second side formwork, and a reinforcing mechanism is arranged at the bottom end of each supporting plate. The layered bent cap construction structure and the layered bent cap construction method are convenient for installing and detaching the templates, enhance connectivity and improve practicability.
Description
Technical Field
The application relates to the technical field of building construction, in particular to a layered capping beam construction structure and a layered capping beam construction method.
Background
Currently, the lower structure of a reinforced concrete beam-type bridge is generally composed of three parts, namely a capping beam, pier studs and pile foundations. The capping beam is a bearing member for placing the bridge beam slab and plays a role of' up-down. The capping beam is erected on the upper portion of the pier column in the transverse bridge direction, is connected with the pier column into a whole, transmits all loads from the upper structure of the bridge to the pier column, and transmits all loads to the rock layer through the pier column and the pile foundation.
The construction platform of present bridge bent cap, as described in the patent of bulletin number CN209194347U, establish staple bolt subassembly and connect the beam assembly in staple bolt subassembly top on the pier stud including the cover, the beam assembly on be equipped with the template subassembly that is used for pouring the bent cap, beam assembly both sides be equipped with the platform subassembly, the platform subassembly include a plurality of triangular supports that can dismantle with the beam assembly and be connected, the triangular supports on be connected with the walking board, the triangular supports free end can dismantle and be connected with the guardrail.
Aiming at the related technology, the inventor considers that the prior capping beam construction forms a capping beam after concrete is poured into a template and is solidified, and then the template is removed, and the prior template is connected with the template through a plurality of bolts, so that time and labor are wasted during the removal, and therefore, the inventor proposes a layered capping beam construction structure and a layered capping beam construction method.
Disclosure of Invention
The application aims to solve or at least relieve the problems that the construction of the bent cap forms the bent cap after the concrete is poured into the template and is solidified, and then the template is removed, and the existing template is connected with the template through a plurality of bolts, so that time and labor are wasted during the removal.
In order to achieve the above purpose, the application provides a layered capping beam construction structure and a layered capping beam construction method, which adopts the following technical scheme:
the utility model provides a layering bent cap construction structure, includes two pier studs, the top outside cover of pier stud is equipped with first staple bolt, the pier stud is located the top of first staple bolt is provided with the backup pad, the top fixed mounting of backup pad has the die block board, the top of die block board is provided with the reinforcing bar frame, the opposite side in top of die block board all is provided with first side form, the opposite side in top of die block board all is provided with the second side form, the second side form with be provided with locking mechanism between the die block board, the inside of second side form is provided with clamping mechanism, the bottom of backup pad is provided with strengthening mechanism.
Through adopting above-mentioned technical scheme, at first, through the spliced groove of having seted up of die block board bottom, first side form board bottom fixed mounting has the plug block, through making the plug block insert the spliced inslot, makes first side form board and die block board be connected, and rethread locking mechanism makes second side form board and die block board be connected.
The locking mechanism comprises an inserting block, a slot, a groove, a placing groove, a spring, a movable plate, an inserting rod and a pull rope, wherein the inserting block is fixedly installed at the bottom end of the second side template, the slot is formed in the top end of the bottom template, the inserting block is movably inserted into the slot, the groove is formed in one side of the inserting block, the placing groove is formed in one side of the bottom template, the spring is fixedly installed in the placing groove, the spring is fixedly connected with the movable plate, the movable plate is fixedly connected with the inserting rod, and the inserting rod is movably inserted into the groove.
Through adopting above-mentioned technical scheme, through using the inserted bar to insert in the recess, lock spacing to the inserted block, reinforcing connection stability, when dismantling, through pulling the stay cord, drive a plurality of springs and extend, make the inserted bar break away from the recess, the second side form of being convenient for dismantles.
Optionally, clamping mechanism includes connecting block, bi-directional screw rod, holding tank, movable block, stopper, spacing groove, slider, spout, worm wheel and worm, the connecting block with second side form fixed connection, bi-directional screw rod's quantity is a plurality of, bi-directional screw rod rotate install in the second side form, if the holding tank has all been seted up to the both sides of second side form, the quantity of movable block is a plurality of, movable block threaded mounting in the both sides external screw thread surface of bi-directional screw rod, the movable block is located in the holding tank, movable block and stopper fixed connection, a plurality of spacing groove has all been seted up to the both sides of first side form, the stopper with spacing groove activity grafting, the slider with movable block fixed connection, the spout set up in the holding tank is inboard, the slider with spout sliding connection, the intermediate position fixed mounting of bi-directional screw rod has the worm, be provided with the worm on the connecting block, with the worm wheel meshes.
Through adopting above-mentioned technical scheme, through rotating the worm, drive a plurality of worm wheels and rotate simultaneously, make a plurality of bi-directional screw rods rotate simultaneously, drive the movable block of bi-directional screw rod both sides and remove in opposite directions, make the stopper insert in the spacing inslot, further spacing fixedly to first side template, reinforcing connection steadiness.
Optionally, the strengthening mechanism includes second staple bolt, first fixing base, bracing piece, fixed plate, bolt and second fixing base, the second staple bolt is located the below of first staple bolt, first fixing base fixed mounting is in the both sides of second staple bolt, the one end of bracing piece rotate install in the first fixing base, the fixed plate with through bolt fastening between the backup pad, the second fixing base with fixed plate fixed connection, the other end of bracing piece rotate install in the second fixing base.
Through adopting above-mentioned technical scheme, through the bracing piece between first fixing base and the second fixing base, further improve the stability of placing of backup pad, through bolted connection, the fixed plate installation of being convenient for with dismantle, reinforcing practicality.
Optionally, the second side template is located the holding tank inside wall fixed mounting has folding cloth, folding cloth's the other end with movable block fixed connection.
By adopting the technical scheme, the folding cloth is arranged, so that sundries falling into the accommodating groove are avoided as much as possible.
Optionally, a plurality of guard posts are all fixedly mounted around the top end of the supporting plate, and a guard net is arranged between the two guard posts.
Through adopting above-mentioned technical scheme, through being provided with guard post and protection network, protect constructor.
Optionally, rings are fixedly installed on two sides of the top end of the second side template.
Through adopting above-mentioned technical scheme, through being provided with rings, be convenient for transfer the second side form.
Optionally, the top of worm is provided with the hand wheel, the bottom fixed mounting of hand wheel has the installation piece, the mounting groove has been seted up on the top of worm, the installation piece with the mounting groove activity is pegged graft, the cross section of installation piece and mounting groove is the square, the outside cover of hand wheel is equipped with the foam-rubber cushion.
Through adopting above-mentioned technical scheme, through rotating the hand wheel, be convenient for make the worm rotate.
The construction method of the layered bent cap construction structure comprises the following steps:
s1, firstly, mounting a supporting plate on a first anchor ear by mounting the first anchor ear on an pier stud, and supporting the supporting plate through the first anchor ear;
s2: secondly, placing the bottom template above the supporting plate;
s3: then, placing the bound steel bar frame on a bottom template;
s4: then, the first side template, the second side template and the bottom template are installed, and then, concrete is injected inwards;
s5: and after the concrete is solidified, the first side template and the second template and the bottom template are disassembled.
By adopting the technical scheme, the second side template is convenient to install and detach.
In summary, the application has the following beneficial effects:
1. through being provided with locking mechanism, locking mechanism includes inserted block, slot, recess, standing groove, spring, fly leaf, inserted bar and stay cord, and through inserted block and slot grafting, install the second side form board on the die block board, through using the inserted bar to insert in the recess, lock spacing to the inserted block, reinforcing connection stability, when dismantling, through pulling the stay cord, drive a plurality of springs and extend, make the inserted bar break away from the recess, the second side form board of being convenient for dismantle.
2. Through being provided with clamping mechanism, clamping mechanism includes the connecting block, two-way screw rod, the holding tank, the movable block, the stopper, the spacing groove, the slider, the spout, worm wheel and worm, the spliced groove has been seted up to the die block board bottom, first side template bottom fixed mounting has the spliced block, through making the spliced block insert in the spliced groove, make first side template and die block board be connected, the rethread rotates the worm, drive a plurality of worm wheels and rotate simultaneously, make a plurality of two-way screw rods rotate simultaneously, drive the movable block of two-way screw rod both sides and remove in opposite directions, make the stopper insert in the spacing groove, further spacing fixedly to first side template, the reinforcing connection steadiness.
3. Through being provided with strengthening mechanism, strengthening mechanism includes second staple bolt, first fixing base, bracing piece, fixed plate, bolt and second fixing base, through the bracing piece between first fixing base and the second fixing base, further improves the stability of placing of backup pad, through bolted connection, the fixed plate installation of being convenient for with dismantle, reinforcing practicality.
Drawings
FIG. 1 is a schematic view of the overall structure of the present application;
FIG. 2 is a schematic side elevational view of the present application;
FIG. 3 is a schematic view of a partial structure in a top-down section of the present application;
FIG. 4 is a schematic view of a front cross-sectional partial structure of the present application;
FIG. 5 is an enlarged schematic view of the area A of FIG. 3 in accordance with the present application;
fig. 6 is an enlarged schematic view of the structure of the area B in fig. 4 according to the present application.
Reference numerals illustrate: 1. pier column; 2. the first hoop; 3. a support plate; 4. a bottom template; 5. a reinforcing steel bar frame; 6. a first side template; 7. a second sideform; 8. a locking mechanism; 801. inserting blocks; 802. a slot; 803. a groove; 804. a placement groove; 805. a spring; 806. a movable plate; 807. a rod; 808. a pull rope; 9. a clamping mechanism; 901. a connecting block; 902. a bidirectional screw; 903. a receiving groove; 904. a movable block; 905. a limiting block; 906. a limit groove; 907. a slide block; 908. a chute; 909. a worm wheel; 910. a worm; 10. a reinforcement mechanism; 1001. the second hoop; 1002. a first fixing seat; 1003. a support rod; 1004. a fixing plate; 1005. a bolt; 1006. the second fixing seat; 11. folding cloth; 12. a protective column; 13. a hanging ring; 14. and a hand wheel.
Detailed Description
The application is described in further detail below with reference to fig. 1-6.
Examples:
the embodiment of the application discloses a layered capping beam construction structure and a layered capping beam construction method. Referring to fig. 1-6, a layered capping beam construction structure comprises two pier columns 1, wherein a first anchor ear 2 is sleeved outside the top of each pier column 1, a supporting plate 3 is arranged at the top end of each pier column 1, a bottom formwork 4 is fixedly arranged at the top end of each supporting plate 3, a reinforcing bar frame 5 is arranged at the top end of each bottom formwork 4, first side formworks 6 are arranged on opposite sides of the top end of each bottom formwork 4, second side formworks 7 are arranged on opposite sides of the top end of each bottom formwork 4, a locking mechanism 8 is arranged between each second side formwork 7 and each bottom formwork 4, firstly, an inserting groove is formed in the bottom end of each bottom formwork 4, an inserting block is fixedly arranged at the bottom end of each first side formwork 6, and the corresponding inserting blocks are inserted into the inserting grooves to enable the corresponding first side formworks 6 to be connected with the corresponding bottom formworks 4, and second side formworks 7 are connected with the corresponding bottom formworks 4 through the locking mechanism 8.
Referring to fig. 1 to 6, a plurality of guard posts 12 are fixedly mounted around the top end of the support plate 3, a guard net is arranged between the two guard posts 12, and constructors are protected by the guard posts 12 and the guard net. The lifting rings 13 are fixedly arranged on two sides of the top end of the second side template 7, and the lifting rings 13 are arranged to facilitate the transportation of the second side template 7.
Referring to fig. 1-6, the second side template 7 is internally provided with the clamping mechanism 9, the locking mechanism 8 includes a plug 801, a slot 802, a groove 803, a holding groove 804, a spring 805, a movable plate 806, a plug 807 and a pull rope 808, the plug 801 is fixedly mounted at the bottom end of the second side template 7, the slot 802 is opened at the top end of the bottom template 4, the plug 801 and the slot 802 are movably inserted, the groove 803 is opened at one side of the plug 801, the holding groove 804 is opened at one side of the bottom template 4, the spring 805 is fixedly mounted in the holding groove 804, the spring 805 is fixedly connected with the movable plate 806, the movable plate 806 is fixedly connected with the plug 807, the plug 807 is movably inserted into the groove 803, the plug 801 is locked and limited by using the plug 807, the connection stability is enhanced, both ends of the pull rope 808 are fixedly connected with the movable plate 806, and when the pull rope 808 is pulled, the plurality of springs 805 are driven to stretch, the plug 807 is separated from the groove 803, and the second side template 7 is convenient to detach.
Referring to fig. 1-6, the bottom of the support plate 3 is provided with a reinforcement mechanism 10, the clamping mechanism 9 includes a connecting block 901, two-way screw 902, the holding groove 903, movable block 904, a limiting block 905, a limiting groove 906, a sliding block 907, a sliding chute 908, worm gears 909 and a worm 910, the connecting block 901 is fixedly connected with the second side template 7, the number of the two-way screw 902 is several, the two-way screw 902 is rotatably installed in the second side template 7, if the holding groove 903 is all provided with two sides of the second side template 7, the number of the movable block 904 is several, the movable block 904 is threadedly installed on two external thread surfaces of two sides of the two-way screw 902, the movable block 904 is located in the holding groove 903, the movable block 904 is fixedly connected with the limiting block 905, two sides of the first side template 6 are provided with a plurality of limiting grooves 906, the limiting block 905 is movably inserted into the limiting groove 906, the sliding block 907 is fixedly connected with the movable block 904, the sliding chute 908 is provided inside the holding groove 903, the sliding block is fixedly connected with the sliding chute 908, the worm 910 is fixedly installed on the middle position of the two-way screw 902, the worm 910 is rotatably installed in the second side template 7, and the length direction of the worm 901 is identical to the length direction of the worm gear 910 to the worm gear 901, and the two-wheel is further rotatably meshed with the worm shafts of the two-way joint blocks 905, and the two-side of the two-way joint blocks are driven by two-way joint, and the two-way joint blocks 902 are rotatably and fixedly meshed with the two-side of the two-way worm shafts 902, and the two-phase, and the two-direction joint is driven by two opposite directions of the two-direction, and the two-direction joint shafts, and the two-direction of the limiting block 902, and the speed is further, and the speed is rotatably and opposite.
Referring to fig. 1-6, the reinforcement mechanism 10 includes a second anchor ear 1001, a first fixing base 1002, a supporting rod 1003, a fixing plate 1004, a bolt 1005 and a second fixing base 1006, the second anchor ear 1001 is located below the first anchor ear 2, the first fixing base 1002 is fixedly installed on two sides of the second anchor ear 1001, one end of the supporting rod 1003 is rotatably installed in the first fixing base 1002, the fixing plate 1004 is fixedly connected with the supporting plate 3 through the bolt 1005, the second fixing base 1006 is fixedly connected with the fixing plate 1004, the other end of the supporting rod 1003 is rotatably installed in the second fixing base 1006, the placement stability of the supporting plate 3 is further improved through the supporting rod 1003 between the first fixing base 1002 and the second fixing base 1006, and the fixing plate 1004 is convenient to install and detach through the connection of the bolt 1005, so that the practicability is enhanced.
Referring to fig. 1-6, a hand wheel 14 is arranged at the top end of the worm 910, a mounting block is fixedly arranged at the bottom end of the hand wheel 14, a mounting groove is formed in the top end of the worm 910, the mounting block is movably inserted into the mounting groove, the cross section of the mounting block and the cross section of the mounting groove are square, a sponge cushion is sleeved on the outer side of the hand wheel 14, and the worm 910 is conveniently rotated by rotating the hand wheel 14. The second sideform 7 is located the holding tank 903 inside wall fixed mounting and has folding cloth 11, and folding cloth 11's the other end and movable block 904 fixed connection through being provided with folding cloth 11, avoids falling into debris in the holding tank 903 as far as possible.
The embodiment of the application also discloses a construction method of the layered bent cap construction structure, which comprises the following steps:
s1, firstly, mounting a support plate 3 on a first anchor ear 2 by mounting the first anchor ear 2 on an pier column 1, and supporting the support plate 3 through the first anchor ear 2;
s2: secondly, placing the bottom template 4 above the supporting plate 3;
s3: then, placing the bound steel bar frame 5 on the bottom template 4;
s4: then, the first side form 6 and the second side form 7 are installed with the bottom form 4, and then, concrete is injected inwards;
s5: after the concrete is set, the first side form 6 and the second form and the bottom form 4 are removed.
The implementation principle of the layered bent cap construction structure of the embodiment of the application is as follows:
the staff inserts with the slot 802 through the insert block 801, installs the second side template 7 on the bottom template 4, inserts the groove 803 through using the insert rod 807, locks and limits the insert block 801, enhances the connection stability, and when disassembling, drives a plurality of springs 805 to stretch by pulling the pull rope 808, so that the insert rod 807 is separated from the groove 803, and the second side template 7 is convenient to disassemble; the bottom end of the bottom template 4 is provided with an inserting groove, the bottom end of the first side template 6 is fixedly provided with an inserting block, the first side template 6 is connected with the bottom template 4 by inserting the inserting block into the inserting groove, the worm 910 is rotated to drive the worm gears 909 to rotate simultaneously, the two-way screws 902 are driven to rotate simultaneously, the movable blocks 904 on two sides of the two-way screws 902 are driven to move oppositely, the limiting block 905 is inserted into the limiting groove 906, the first side template 6 is further limited and fixed, and the connection stability is enhanced; through the bracing piece 1003 between first fixing base 1002 and the second fixing base 1006, further improve the stability of placing of backup pad 3, connect through bolt 1005, be convenient for fixed plate 1004 installation and dismantlement, reinforcing practicality.
The above embodiments are not intended to limit the scope of the present application, so: all equivalent changes in structure, shape and principle of the application should be covered in the scope of protection of the application.
Claims (9)
1. The utility model provides a layering bent cap construction structures, includes two pier stud (1), its characterized in that: the top outside cover of pier stud (1) is equipped with first staple bolt (2), pier stud (1) are located the top of first staple bolt (2) is provided with backup pad (3), the top fixed mounting of backup pad (3) has bed die board (4), the top of bed die board (4) is provided with reinforcing bar frame (5), the opposite side in top of bed die board (4) all is provided with first side form (6), the opposite side in top of bed die board (4) all is provided with second side form (7), second side form (7) with be provided with locking mechanism (8) between bed die board (4), the inside of second side form (7) is provided with clamping mechanism (9), the bottom of backup pad (3) is provided with strengthening mechanism (10).
2. The layered capping beam construction structure according to claim 1, wherein: locking mechanism (8) are including inserted block (801), slot (802), recess (803), standing groove (804), spring (805), fly leaf (806), inserted bar (807) and stay cord (808), inserted block (801) fixed mounting in the bottom of second side form (7), slot (802) set up in the top of bed die board (4), inserted block (801) with slot (802) activity grafting, recess (803) set up in one side of inserted block (801), standing groove (804) set up in one side of bed die board (4), spring (805) fixed mounting in standing groove (804), spring (805) with fly leaf (806) fixed connection, fly leaf (806) with inserted bar (807) fixed connection, inserted bar (807) with recess (803) activity grafting.
3. The layered capping beam construction structure according to claim 1, wherein: the clamping mechanism (9) comprises a connecting block (901), a bidirectional screw rod (902), a containing groove (903), a movable block (904), a limiting block (905), a limiting groove (906), a sliding block (907), a sliding groove (908), a worm wheel (909) and a worm (910), wherein the connecting block (901) is fixedly connected with the second side template (7), the bidirectional screw rod (902) is a plurality of, the bidirectional screw rod (902) is rotatably arranged in the second side template (7), if the containing groove (903) is formed in two sides of the second side template (7), the movable block (904) is a plurality of, the movable block (904) is arranged on the outer threaded surfaces of two sides of the bidirectional screw rod (902), the movable block (904) is positioned in the containing groove (903), the movable block (904) is fixedly connected with the limiting block (905), a plurality of limiting grooves (906) are formed in two sides of the first side template (6), the limiting block (905) is movably connected with the sliding block (903) in the sliding groove (908), the middle position of the bidirectional screw rod (902) is fixedly provided with a worm wheel (909), the connecting block (901) is provided with a worm (910), and the worm wheel (909) is meshed with the worm (910).
4. The layered capping beam construction structure according to claim 1, wherein: the reinforcing mechanism (10) comprises a second anchor ear (1001), a first fixing seat (1002), supporting rods (1003), a fixing plate (1004), bolts (1005) and a second fixing seat (1006), wherein the second anchor ear (1001) is located below the first anchor ear (2), the first fixing seat (1002) is fixedly arranged on two sides of the second anchor ear (1001), one end of each supporting rod (1003) is rotatably arranged in the corresponding first fixing seat (1002), the fixing plate (1004) is fixed with the corresponding supporting plate (3) through the corresponding bolt (1005), the second fixing seat (1006) is fixedly connected with the corresponding fixing plate (1004), and the other end of each supporting rod (1003) is rotatably arranged in the corresponding second fixing seat (1006).
5. A layered capping beam construction structure according to claim 3, wherein: the second side template (7) is located on the inner side wall of the accommodating groove (903), folding cloth (11) is fixedly installed on the inner side wall of the accommodating groove, and the other end of the folding cloth (11) is fixedly connected with the movable block (904).
6. The layered capping beam construction structure according to claim 1, wherein: a plurality of protection posts (12) are fixedly arranged around the top end of the supporting plate (3), and a protection net is arranged between the two protection posts (12).
7. The layered capping beam construction structure according to claim 1, wherein: hanging rings (13) are fixedly arranged on two sides of the top end of the second side template (7).
8. A layered capping beam construction structure according to claim 3, wherein: the top of worm (910) is provided with hand wheel (14), the bottom fixed mounting of hand wheel (14) has the installation piece, the mounting groove has been seted up on the top of worm (910), the installation piece with the activity of mounting groove is pegged graft, the cross section of installation piece and mounting groove is the square, the outside cover of hand wheel (14) is equipped with the foam-rubber cushion.
9. The construction method of the layered capping beam construction structure according to any one of claims 1 to 8, comprising the steps of:
s1, firstly, mounting a first anchor ear (2) on a pier column (1), mounting a supporting plate (3) on the first anchor ear (2), and supporting the supporting plate (3) through the first anchor ear (2);
s2: secondly, placing the bottom template (4) above the supporting plate (3);
s3: then, placing the bound steel bar frame (5) on the bottom template (4);
s4: then, the first side template (6) and the second side template (7) are installed with the bottom template (4), and then, concrete is injected inwards;
s5: after the concrete is solidified, the first side template (6), the second template (7) and the bottom template (4) are disassembled.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202311042857.5A CN116856293A (en) | 2023-08-17 | 2023-08-17 | Layered bent cap construction structure and layered bent cap construction method |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202311042857.5A CN116856293A (en) | 2023-08-17 | 2023-08-17 | Layered bent cap construction structure and layered bent cap construction method |
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| CN116856293A true CN116856293A (en) | 2023-10-10 |
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| CN202311042857.5A Pending CN116856293A (en) | 2023-08-17 | 2023-08-17 | Layered bent cap construction structure and layered bent cap construction method |
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| CN114687294A (en) * | 2022-04-18 | 2022-07-01 | 重庆交通大学 | Prefabricated steel pipe concrete and reinforced concrete spliced bridge and construction method thereof |
| CN115305833A (en) * | 2022-09-19 | 2022-11-08 | 中交一公局第七工程有限公司 | Capping beam construction system and method |
| CN217975360U (en) * | 2022-04-29 | 2022-12-06 | 浙江汇景建筑科技有限公司 | Male and female type aluminum alloy building template |
| CN218149767U (en) * | 2021-12-09 | 2022-12-27 | 贵州驷琪钢模制造有限公司 | Bracket of bent cap steel template |
| CN115652782A (en) * | 2022-08-12 | 2023-01-31 | 大成工程建设集团有限公司 | Template for bridge rollover pier column construction and construction method |
| CN219198368U (en) * | 2023-03-08 | 2023-06-16 | 上海恒运建筑设计工程发展有限公司 | Auxiliary installation device for water supply and drainage pipelines |
| CN116356831A (en) * | 2023-05-08 | 2023-06-30 | 中建二局第二建筑工程有限公司 | Pile foundation construction pouring device |
| CN219343226U (en) * | 2023-02-02 | 2023-07-14 | 天津市金帆工程建设监理有限公司 | Foundation pit supporting structure |
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2023
- 2023-08-17 CN CN202311042857.5A patent/CN116856293A/en active Pending
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| KR100825089B1 (en) * | 2006-12-22 | 2008-04-25 | 주식회사 스틸코리아 | Temporary bent structure with double hinge support and longitudinal capbeam |
| CN210458963U (en) * | 2019-07-16 | 2020-05-05 | 中交一公局第四工程有限公司 | Light formwork without tie rod for bridge capping beam |
| CN211873802U (en) * | 2020-03-13 | 2020-11-06 | 北京通成达水务建设有限公司 | Pouring template |
| CN214401439U (en) * | 2021-01-20 | 2021-10-15 | 山东省公路桥梁建设有限公司 | Bent cap template convenient to dismantle |
| CN218149767U (en) * | 2021-12-09 | 2022-12-27 | 贵州驷琪钢模制造有限公司 | Bracket of bent cap steel template |
| CN114687294A (en) * | 2022-04-18 | 2022-07-01 | 重庆交通大学 | Prefabricated steel pipe concrete and reinforced concrete spliced bridge and construction method thereof |
| CN217975360U (en) * | 2022-04-29 | 2022-12-06 | 浙江汇景建筑科技有限公司 | Male and female type aluminum alloy building template |
| CN115652782A (en) * | 2022-08-12 | 2023-01-31 | 大成工程建设集团有限公司 | Template for bridge rollover pier column construction and construction method |
| CN115305833A (en) * | 2022-09-19 | 2022-11-08 | 中交一公局第七工程有限公司 | Capping beam construction system and method |
| CN219343226U (en) * | 2023-02-02 | 2023-07-14 | 天津市金帆工程建设监理有限公司 | Foundation pit supporting structure |
| CN219198368U (en) * | 2023-03-08 | 2023-06-16 | 上海恒运建筑设计工程发展有限公司 | Auxiliary installation device for water supply and drainage pipelines |
| CN116356831A (en) * | 2023-05-08 | 2023-06-30 | 中建二局第二建筑工程有限公司 | Pile foundation construction pouring device |
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