CN207727441U - A kind of adjustable for height bent cap holder - Google Patents

A kind of adjustable for height bent cap holder Download PDF

Info

Publication number
CN207727441U
CN207727441U CN201820025321.0U CN201820025321U CN207727441U CN 207727441 U CN207727441 U CN 207727441U CN 201820025321 U CN201820025321 U CN 201820025321U CN 207727441 U CN207727441 U CN 207727441U
Authority
CN
China
Prior art keywords
adjustable
bent cap
pieces
screw rod
cap holder
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
CN201820025321.0U
Other languages
Chinese (zh)
Inventor
祖民星
钟华
黎永健
谭炜
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.)
Guangxi Road and Bridge Engineering Group Co Ltd
Original Assignee
Guangxi Road and Bridge Engineering Group Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Guangxi Road and Bridge Engineering Group Co Ltd filed Critical Guangxi Road and Bridge Engineering Group Co Ltd
Priority to CN201820025321.0U priority Critical patent/CN207727441U/en
Application granted granted Critical
Publication of CN207727441U publication Critical patent/CN207727441U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

The utility model discloses a kind of adjustable for height bent cap holders, belong to technical field of bridge construction.The adjustable for height bent cap holder is fixed on pier stud, the pier stud is equipped with a preformed hole, a rod iron is equipped in the preformed hole, and the both ends of the rod iron expose on the pier stud, it is arranged with steel jacket box on the both ends of the rod iron, and steel jacket box lateral surface opposite with the two of the pier stud contacts, the steel jacket box is equipped with the lowering device for being used to support falsework.Adjustable for height bent cap holder described in the utility model can utilize structural principle, flexible modulation height to facilitate the Demolition Construction of falsework.

Description

A kind of adjustable for height bent cap holder
Technical field
The utility model is related to technical field of bridge construction, and in particular to a kind of adjustable for height bent cap holder.
Background technology
With the increasing that country puts into infrastructure field, more and more highways are in and build it on a large scale In.Bent cap is the crossbeam being arranged at the top of pile bent pier for bearing, distribution and the load for transmitting superstructure.Its main function It is supporting bridge superstructure, and whole load is passed into substructure.Therefore bent cap is the important component in bridge, but It is, since falsework is difficult to that height is adjusted flexibly, to cause to be difficult to after the completion of construction in current bent cap support cast-in-place construction Falsework dismounting is carried out from top to bottom, is easy to damage finished product concrete structure, or even cause security risk.
Utility model content
In view of the above-mentioned problems, the purpose of this utility model is to provide a kind of adjustable for height bent cap holder, the height can The bent cap holder of tune can utilize structural principle, flexible modulation height to facilitate the Demolition Construction of falsework.
To achieve the goals above, the technical solution adopted in the utility model is:
A kind of adjustable for height bent cap holder, is fixed on pier stud, and the pier stud is equipped with a preformed hole, the preformed hole In be equipped with a rod iron, and the both ends of the rod iron expose on the pier stud, and steel jacket box is arranged on the both ends of the rod iron, And steel jacket box lateral surface opposite with the two of the pier stud contacts, the steel jacket box is equipped with and is used to support unloading for falsework Dropping control device;The lowering device includes two pieces of wedge blocks, backing plate, screw rod and nut, two pieces of wedge shapes lower wedge in the block Block is set on the steel jacket box, and the inclined-plane of two pieces of wedge blocks is oppositely arranged, and the screw rod passes through two pieces of wedge blocks, institute It states backing plate to be placed on screw rod and contact with the side of the wedge block, the spiro cap is set on the both sides of the screw rod and can be with The backing plate is in contact.
Further, two pieces of wedge blocks can form a kind of cuboid, and the screw rod is along the center of the class cuboid Axially across.
Further, the backing plate is two pieces, and two pieces of backing plates, which are respectively sleeved on the screw rod, is located at two pieces of wedges Both sides of the shape block and side larger with the area of two pieces of wedge blocks contacts.
Further, the thickness of each wedge block is 4-6cm, trapezoidal in the trapezoid cross section of each wedge block The a length of 20-30cm of right-angle side in section, a length of 4-6cm in top, following a length of 18-22cm.
Further, the length and width of the backing plate is 4-6cm, thickness 1-2cm.
Further, the length of a diameter of 16-24mm of the screw rod, the screw rod are 50-70cm, the length of the nut Degree is 4-6cm.
Further, a diameter of 90-110mm of the preformed hole, a diameter of 95-105mm of the rod iron.
Further, the both ends of the rod iron exceed the pier stud outer surface 30-50cm respectively.
The utility model also provides a kind of construction form removal method of the adjustable for height bent cap holder, including walks as follows Suddenly:
(1) first, when pier stud is constructed, a preformed hole is reserved at the top close to the pier stud;
(2) after the pier stud completion, a rod iron is penetrated into preformed hole, and rod iron both ends exceed pier stud outer surface respectively;
(3) it is inserted in steel jacket box respectively at the both ends of the rod iron, using the support base as the lowering device;
(4) lowering device is placed in the top surface of the steel jacket box, using the support system as falsework;
(5) wedge block, backing plate are pulled together by the lowering device by screw rod, and two pieces of wedge shapes are limited by nut Block relatively moves, and falsework load action is at the top of two pieces of wedge shapes upper wedge block in the block so that two wedge blocks Have the tendency that relatively moving along inclined-plane, this trend is converted into the axle center pulling force of screw rod;
(6) rotation by nut on screw rod adjusts the absolute altitude of wedge block, when the nut of both sides goes in the same direction rotation, Then absolute altitude increases, and goes rotation when the nut of both sides is opposite, then absolute altitude reduction;When nut is opposite and go rotation, wedge block mark Height reduces, you can reserves sufficient space, that realizes falsework drops dismounting.
In conclusion by adopting the above-described technical solution, the beneficial effects of the utility model are:
(1) lowering device in the utility model includes wedge block, backing plate, screw rod and nut, makes the height of bent cap holder Can obtain flexible modulation, the absolute altitude of wedge block is adjusted by rotation of the nut on screw rod, when the nut of both sides it is opposite and Row rotation, then absolute altitude increase, go rotation when the nut of both sides is opposite, then absolute altitude reduction, therefore by nut on screw rod Rotation finally realizes the adjusting of the height of bent cap holder.Therefore, adjustable for height bent cap holder described in the utility model can Using structural principle, flexible modulation height facilitates the Demolition Construction of falsework.
(2) the utility model optimizes setting by the dimensional parameters to wedge block and backing plate, screw rod, nut etc., makes Fitness between wedge block and backing plate, screw rod and nut is more coordinated, and lowering device is made to play preferably falsework Supporting role, the flexible modulation being more convenient for bent cap support height.And the utility model method is simple and effective, it is easy to accomplish.
Description of the drawings
Fig. 1 is a kind of front view of adjustable for height bent cap holder of the utility model embodiment;
Fig. 2 is a kind of left view of adjustable for height bent cap holder of the utility model embodiment;
Fig. 3 is the structural schematic diagram of lowering device in a kind of adjustable for height bent cap holder of the utility model embodiment.
In figure, 1- pier studs, 2- bent caps, 3- falsework longerons, 4- rod irons, 5- steel jacket boxes, 6- lowering devices, 61- wedge shapes Block, 611- upper wedge blocks, 612- lower wedge blocks, 62- billets, 63- high-strength bolts, 64- nuts.
Specific implementation mode
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work The every other embodiment obtained, shall fall within the protection scope of the present invention.
It should be noted that when component is referred to as " being fixed on " another component, it can be directly on another component Or there may also be components placed in the middle.When a component is considered as " connection " another component, it can be directly connected to To another component or it may be simultaneously present component placed in the middle.When a component is considered as " being set to " another component, it Can be set up directly on another component or may be simultaneously present component placed in the middle.Term as used herein is " vertical ", " horizontal ", "left", "right" and similar statement for illustrative purposes only.
Unless otherwise defined, all of technologies and scientific terms used here by the article is led with the technology for belonging to the utility model The normally understood meaning of technical staff in domain is identical.Terminology used in the description of the utility model herein only be The purpose of description specific embodiment, it is not intended that in limitation the utility model.Term " and or " used herein includes Any and all combinations of one or more relevant Listed Items.
Embodiment
As shown in Figure 1-Figure 3, a kind of adjustable for height bent cap holder, is fixed on pier stud 1, and the pier stud 1 is equipped with one Preformed hole (not shown) is equipped with a rod iron 4, a diameter of 90-110mm of the preformed hole, the rod iron 4 in the preformed hole A diameter of 95-105mm.A diameter of 110mm of preformed hole in the present embodiment, a diameter of 105mm of the rod iron 4, so that steel Stick 4 may pass through the preformed hole and fully cooperation, prevent rod iron 4 excessively loose in the preformed hole, influence the fixed effect of rod iron 4 Fruit.And the both ends of the rod iron 4 expose on the pier stud 1, specially the both ends of rod iron 4 exceed 1 appearance of the pier stud respectively Face 30-50cm preferably exceeds 1 outer surface 50cm of the pier stud in the present embodiment, with for the setting of steel jacket box 5 it is reserved empty enough Between, make steel jacket box 5 that can be hung on the both ends of rod iron 4.Limit hole or limited block (not shown) can be also set at the both ends of rod iron 4, with Steel jacket box 5 is fastened on rod iron 4.The steel jacket box 5 that shape is cuboid, and the steel are arranged on the both ends of the rod iron 4 The lateral surface opposite with the two of the pier stud 1 of casing 5 contacts.The steel jacket box 5 be equipped be used to support falsework drop dress 6 (in the dotted line frames in figure) are set, wherein falsework includes longeron 3, i.e. longeron 3 is supported on lowering device 6.
The lowering device 6 includes two pieces of wedge blocks, 61, two pieces of billets 62, screw rod 63 and nut 64, two pieces of wedges Lower wedge block 612 in shape block 61 is set on the steel jacket box 5, and the inclined-plane of two pieces of wedge blocks 61 is oppositely arranged, described Screw rod 63 passes through two pieces of wedge blocks 61, and two pieces of billets 62, which are respectively sleeved on screw rod 63, is located at two pieces of wedge blocks 61 The both sides and side larger with the area of two pieces of wedge blocks 61 contacts, for padding nut 64, the nut 64 is sheathed on It can be in contact or abut with the billet 62 on the both sides of the screw rod 63 and after the nut 64 goes in the same direction rotation.Its In, screw rod 63 is high-strength bolt.Wherein, two pieces of wedge blocks 61 can form a kind of cuboid, and the screw rod 63 is along the class The central axial of cuboid passes through.Two nuts 64 adjust 64 spacing of nut by being relatively rotated on bolt 63 so that two wedge shapes Block 61 moves up and down relatively along contact surface, achievees the purpose that adjust 611 top surface absolute altitude of upper wedge block.
The lowering device 6 allows the height of bent cap holder to obtain flexible modulation, by nut 64 on screw rod 63 Rotation adjusts the absolute altitude of wedge block 61, when the nut 64 of both sides goes in the same direction rotation, then absolute altitude raising, when the nut 64 of both sides Opposite and go rotation, then absolute altitude reduces, therefore passes through the final height for realizing bent cap holder of rotation of the nut 64 on screw rod 63 The adjusting of degree.
Further, the thickness of each wedge block 61 is 4-6cm, in the trapezoid cross section of each wedge block 61, The a length of 20-30cm of right-angle side of trapezoid cross section, a length of 4-6cm in top, following a length of 18-22cm.It is each described in the present embodiment The thickness of wedge block 61 is preferably 5cm, and in the trapezoid cross section of each wedge block 61, the right angle length of side of trapezoid cross section is preferably 25cm, the upper length of side are preferably 5cm, and the lower length of side is preferably 20cm.Meanwhile the length and width of the billet 62 is 4-6cm, Thickness is 1-2cm.The diameter 16-24mm of the screw rod 63, the length 50-70cm of the screw rod, the length 4- of the nut 64 6cm.The length and width of billet 62 described in the present embodiment is 5cm, thickness 1.2cm.The diameter of the screw rod 63 is excellent It is selected as 18mm, the length of the screw rod is preferably 66cm, and the length of the nut 64 is preferably 5.5cm.By to wedge block 61 Setting is optimized with the dimensional parameters of screw rod 63, nut 64, makes it of wedge block 61 and billet 62, screw rod 63 and nut 64 Between fitness more coordinate, so that lowering device 6 is played better supporting role to falsework, be more convenient for high to bent cap holder The flexible modulation of degree.
A kind of construction of adjustable for height bent cap holder of the utility model embodiment and form removal method, include the following steps:
(1) first, when pier stud 1 is constructed, the axially vertical direction on edge and bent cap 2 at the top of the pier stud 1 The punching circular hole (i.e. preformed hole) of reserved 90-110mm diameters.
(2) after pier stud 1 completes, the rod iron 4 of 95-105mm diameters is penetrated into hole to be provided, 4 both ends of rod iron exceed pier stud 1 respectively Outer surface 30-50cm.
(3) steel jacket box 5 that shape is cuboid, the support base as lowering device 6 are inserted at 4 both ends of rod iron.
(4) lowering device 6 is placed in 5 top surface of steel jacket box, using the support system as falsework.
(5) two pieces of wedge blocks, 61, two pieces of billets 62 are pulled together by lowering device 6 by screw rod 63, pass through nut 64 It limits wedge block 61 to relatively move, upper wedge block 611 top of the falsework load action in two pieces of wedge blocks 61 so that Two wedge blocks 61 have the tendency that relatively moving along inclined-plane, and this trend is converted into the axle center pulling force of screw rod 63.
(6) the rotating to adjust the absolute altitude of wedge block 61 on screw rod 63 by nut 64, when the nut 64 of both sides is opposite And go rotation, then absolute altitude increases, and rotation is gone when the nut 64 of both sides is opposite, then absolute altitude reduction.In falsework demolishing process, Only need to be opposite by nut 64 and go rotation, reduction by 61 absolute altitude of wedge block can then reserve sufficient space, realize dropping for falsework It removes.
Wherein step (1) to (5) is the construction method of adjustable for height bent cap holder, and step (6) is adjustable using height Bent cap holder method that absolute altitude and form removal is adjusted.
Above description is the detailed description for the preferable possible embodiments of the utility model, but embodiment is not limited to The patent claim of the utility model, the same changes or modifications completed under the technical spirit suggested by all the utility model Change, should all belong to the covered the scope of the claims of the utility model.

Claims (8)

1. a kind of adjustable for height bent cap holder, is fixed on pier stud, which is characterized in that the pier stud is equipped with a preformed hole, It is equipped with a rod iron in the preformed hole, and the both ends of the rod iron expose on the pier stud, is covered on the both ends of the rod iron Equipped with steel jacket box, and steel jacket box lateral surface opposite with the two of the pier stud contacts, and the steel jacket box is equipped with and is used to support The lowering device of falsework;The lowering device includes two pieces of wedge blocks, backing plate, screw rod and nut, two pieces of wedge blocks In lower wedge block be set on the steel jacket box, the inclined-plane of two pieces of wedge blocks is oppositely arranged, and the screw rod passes through described Two pieces of wedge blocks, the backing plate are placed on screw rod and are contacted with the side of the wedge block, and the spiro cap is set to the screw rod Both sides on and can be in contact with the backing plate.
2. adjustable for height bent cap holder according to claim 1, which is characterized in that two pieces of wedge blocks can form one Class cuboid, the screw rod are passed through along the central axial of class cuboid.
3. adjustable for height bent cap holder according to claim 1, which is characterized in that the backing plate is two pieces, two pieces of institutes Backing plate is stated to be respectively sleeved on the screw rod positioned at the both sides of two pieces of wedge blocks and larger with the area of two pieces of wedge blocks Side contact.
4. adjustable for height bent cap holder according to claim 1, which is characterized in that the thickness of each wedge block is 4-6cm, in the trapezoid cross section of each wedge block, a length of 20-30cm of right-angle side of trapezoid cross section, a length of 4-6cm in top, under The length of side is 18-22cm.
5. adjustable for height bent cap holder according to claim 1, which is characterized in that the length and width of the backing plate is equal For 4-6cm, thickness 1-2cm.
6. adjustable for height bent cap holder according to claim 1, which is characterized in that a diameter of 16- of the screw rod The length of 24mm, the screw rod are 50-70cm, and the length of the nut is 4-6cm.
7. adjustable for height bent cap holder according to claim 1, which is characterized in that a diameter of 90- of the preformed hole 110mm, a diameter of 95-105mm of the rod iron.
8. adjustable for height bent cap holder according to claim 1, which is characterized in that the both ends of the rod iron exceed respectively The pier stud outer surface 30-50cm.
CN201820025321.0U 2018-01-08 2018-01-08 A kind of adjustable for height bent cap holder Active CN207727441U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201820025321.0U CN207727441U (en) 2018-01-08 2018-01-08 A kind of adjustable for height bent cap holder

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201820025321.0U CN207727441U (en) 2018-01-08 2018-01-08 A kind of adjustable for height bent cap holder

Publications (1)

Publication Number Publication Date
CN207727441U true CN207727441U (en) 2018-08-14

Family

ID=63084847

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201820025321.0U Active CN207727441U (en) 2018-01-08 2018-01-08 A kind of adjustable for height bent cap holder

Country Status (1)

Country Link
CN (1) CN207727441U (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108149581A (en) * 2018-01-08 2018-06-12 广西路桥工程集团有限公司 A kind of adjustable for height bent cap stent and method
CN110170733A (en) * 2019-05-06 2019-08-27 湖南坤鼎数控科技有限公司 The dedicated gantry support of friction-welding machine
CN111794104A (en) * 2020-06-30 2020-10-20 中铁二十二局集团第三工程有限公司 Support-free assembly construction method for assembly type bent cap construction
US11479929B2 (en) 2020-08-07 2022-10-25 Peri Se Formwork system and method

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108149581A (en) * 2018-01-08 2018-06-12 广西路桥工程集团有限公司 A kind of adjustable for height bent cap stent and method
CN110170733A (en) * 2019-05-06 2019-08-27 湖南坤鼎数控科技有限公司 The dedicated gantry support of friction-welding machine
CN111794104A (en) * 2020-06-30 2020-10-20 中铁二十二局集团第三工程有限公司 Support-free assembly construction method for assembly type bent cap construction
US11479929B2 (en) 2020-08-07 2022-10-25 Peri Se Formwork system and method
US11885083B2 (en) 2020-08-07 2024-01-30 Peri Se Formwork system and method

Similar Documents

Publication Publication Date Title
CN207727441U (en) A kind of adjustable for height bent cap holder
CN108149581A (en) A kind of adjustable for height bent cap stent and method
CN203110097U (en) Mould of prefabricated concrete box girder
CN202124652U (en) Low-cost detachable annealing feed rack for bell-type furnace
CN207668398U (en) A kind of adjustable steel reinforcement cage positioning moulding bed in tunnel
CN102162302B (en) Turnover device for processing large-sized steel member
CN202010766U (en) Casting sand box and fixing device for casting sand box
CN206999277U (en) A kind of wallboard turning device
CN201186864Y (en) Self-climbing type hydraulic jacking device for mounting large-sized equipment
CN205960531U (en) Many function combination pay off rack
CN207469744U (en) Platform constructing device
CN203513127U (en) Tower crane and lifting derrick mast thereof
CN206172835U (en) Avoid crane that goods wet
CN206782988U (en) The holder device of cable disk
CN206376561U (en) A kind of cladding glass transporting device
CN205313591U (en) Be used for to reinforced steel scrap fill of converter
CN108661311B (en) Early floor dismantling system and application method thereof
CN203008946U (en) Hydraulic support
CN202726429U (en) Bracket for moving and mounting double-slipper mill cylinder body
CN202055548U (en) Turnover assist device for I-shaped component
CN107473145A (en) A kind of lowering or hoisting gear for work high above the ground
CN204919565U (en) Steel platform of use is demolishd in shoring of trench
CN204952180U (en) Portable standard basketball stands
CN207142052U (en) A kind of steel coil turnover device
CN104088231B (en) A kind of turn-over method of heavy bridge steel tower sections

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CP02 Change in the address of a patent holder
CP02 Change in the address of a patent holder

Address after: 530200 No.21 Pingle Avenue, Liangqing District, Nanning City, Guangxi Zhuang Autonomous Region

Patentee after: GUANGXI ROAD AND BRIDGE ENGINEERING GROUP Co.,Ltd.

Address before: 530011 No. 17 Zhonghua Road, the Guangxi Zhuang Autonomous Region, Nanning

Patentee before: GUANGXI ROAD AND BRIDGE ENGINEERING GROUP Co.,Ltd.