CN208121575U - A kind of operating platform for bridge tower thwart beam construction - Google Patents

A kind of operating platform for bridge tower thwart beam construction Download PDF

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Publication number
CN208121575U
CN208121575U CN201820336408.XU CN201820336408U CN208121575U CN 208121575 U CN208121575 U CN 208121575U CN 201820336408 U CN201820336408 U CN 201820336408U CN 208121575 U CN208121575 U CN 208121575U
Authority
CN
China
Prior art keywords
tripod
embedded
inner sleeve
screw thread
steel plate
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
CN201820336408.XU
Other languages
Chinese (zh)
Inventor
刘康
邢惟东
王辉
王玉彬
殷文斌
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 Construction Sixth Engineering Division Co Ltd
China State Construction Bridge Corp Ltd
Original Assignee
China Construction Sixth Engineering Division Co Ltd
China State Construction Bridge Corp 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 Construction Sixth Engineering Division Co Ltd, China State Construction Bridge Corp Ltd filed Critical China Construction Sixth Engineering Division Co Ltd
Priority to CN201820336408.XU priority Critical patent/CN208121575U/en
Application granted granted Critical
Publication of CN208121575U publication Critical patent/CN208121575U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses the operating platforms constructed for bridge tower thwart beam, including being embedded in concrete in the horizontal direction and identical at least two embedded bars of height, screw thread is provided in the end that each embedded bar exposes concrete wall surface, inner sleeve is threaded on screw thread, concrete wall surface setting is held out against on the inside of inner sleeve, it is correspondingly arranged on a tripod with each embedded bar, the wooden springboard is completely covered between adjacent tripod.The utility model structure operation is simple, and it is convenient to construct, reusable, improves construction efficiency, ensure that construction safety.

Description

A kind of operating platform for bridge tower thwart beam construction
Technical field
The utility model relates to operating platform more particularly to a kind of operating platform dresses for bridge tower thwart beam construction It sets.
Background technique
Generally scaffold need to be set up in crossbeam two sides when cable-stayed bridge, Construction of Pylon of Long Span Suspension Bridge construction of beam completely spread springboard as construction Operating platform;By taking certain bridge as an example:Bridge bridge tower thwart beam is designed as arch, the high 18m in root, intermediate 5m, and entire crossbeam is divided into 5 times Pour completion;Scaffold mode is set up as operating platform in crossbeam two sides if taking, it need to be pouring completion be followed by high foot every time Hand cradle, scaffolding work amount investment is larger, reduces construction efficiency, and the final scaffolding height of scaffold reaches 20m, there are larger Security risk.
Summary of the invention
The shortcomings that the purpose of the utility model is to overcome prior arts, provides that a kind of scaffold dosage is small, improves and applies Work efficiency rate ensure that the operating platform for bridge tower thwart beam construction of construction safety.
The utility model realizes above-mentioned purpose using following technology:
The operating platform for bridge tower thwart beam construction of the utility model, including it is embedded in concrete in the horizontal direction Interior and identical at least two embedded bars of height, are provided in the end that each embedded bar exposes concrete wall surface Screw thread, is threaded with inner sleeve on the screw thread, and concrete wall surface setting is held out against on the inside of the inner sleeve, and each Root embedded bar is correspondingly arranged on a tripod, on the horizontally-supported top surface of the tripod described in each and close to three The side of foot prop supported vertically is fixed with the junction steel plate for being provided with connecting hole, is correspondingly arranged on each embedded bar A piece reinforcing bar, the reinforcing bar both ends are equipped with screw thread, the reinforcing bar pass through the connecting hole of junction steel plate and with inner sleeve screw thread Connection, is threaded with outer sleeve on the reinforcing bar on the outside of the junction steel plate, and the junction steel plate clamps including setting Between sleeve and outer sleeve, it is fixed with a nut in the bottom of each tripod supported vertically, screw rod is in the horizontal direction It is screwed into nut and is held out against with concrete wall surface, the wooden springboard is completely covered between adjacent tripod, in each tripod It is welded with fence upright along the vertical direction on the outside of horizontally-supported top surface, is provided with handrail on the fence upright.
The utility model has the beneficial effects that:
The utility model structure operation is simple, and it is convenient to construct, reusable, improves construction efficiency, ensure that construction peace Entirely.
Detailed description of the invention
Fig. 1 is main view of the utility model for the operating platform of bridge tower thwart beam construction;
Fig. 2 is the side view of device shown in FIG. 1;
Fig. 3 is the top view of device shown in FIG. 1.
Specific embodiment
The utility model is described in detail in the following with reference to the drawings and specific embodiments.
The operating platform for bridge tower thwart beam construction of the utility model as shown in drawings, including in the horizontal direction It is embedded in concrete 1 and identical at least two embedded bars 2 of height, exposes concrete walls in each embedded bar 2 The end in face is provided with screw thread, and inner sleeve 3 is threaded on the screw thread, and the preferred reach is interior The 1/2 of 3 length of sleeve holds out against concrete wall surface setting on the inside of the inner sleeve 3, is correspondingly arranged with each embedded bar 2 There is a tripod 7, supporting vertically on the horizontally-supported top surface of the tripod 7 described in each and close to tripod Side is fixed with the junction steel plate 4 for being provided with connecting hole, is correspondingly arranged on a reinforcing bar 5 with each embedded bar 2, described 5 both ends of reinforcing bar are equipped with screw thread, and reinforcing bar 5 passes through the connecting hole of junction steel plate 4 and is threadedly coupled with inner sleeve 3, in the company It connects and is threaded with outer sleeve 6 on the reinforcing bar 5 in 4 outside of steel plate, the junction steel plate 4, which clamps, to be arranged in inner sleeve 3 and housing Between cylinder 6.It is fixed with a nut 9 in the bottom of each tripod 7 supported vertically, screw rod 10 is screwed into spiral shell in the horizontal direction Mother 9 and holds out against with concrete wall surface, the wooden springboard 8 is completely covered between adjacent tripod 7, in the water of each tripod 7 It is welded with fence upright along the vertical direction on the outside of the top surface of flat support, handrail 11 is provided on the fence upright.
After the completion of completing a segment construction of beam using this operating platform, removes whole operation platform system and be used for Next segment construction of beam.

Claims (2)

1. the operating platform for bridge tower thwart beam construction, it is characterised in that:Including being embedded in concrete in the horizontal direction And identical at least two embedded bars of height are provided with spiral shell in the end that each embedded bar exposes concrete wall surface Line is threaded with inner sleeve on the screw thread, concrete wall surface setting is held out against on the inside of the inner sleeve, with each Embedded bar is correspondingly arranged on a tripod, on the horizontally-supported top surface of the tripod described in each and close to three feet The side of frame supported vertically is fixed with the junction steel plate for being provided with connecting hole, is correspondingly arranged on one with each embedded bar Root reinforcing bar, the reinforcing bar both ends are equipped with screw thread, and the reinforcing bar passes through the connecting hole of junction steel plate and connects with inner sleeve screw thread It connects, outer sleeve is threaded on the reinforcing bar on the outside of the junction steel plate, the junction steel plate, which clamps, to be arranged in inner sleeve Between cylinder and outer sleeve, it is fixed with a nut in the bottom of each tripod supported vertically, screw rod is twisted in the horizontal direction Enter nut and held out against with concrete wall surface, the wooden springboard is completely covered between adjacent tripod, in the water of each tripod It is welded with fence upright along the vertical direction on the outside of the top surface of flat support, is provided with handrail on the fence upright.
2. the operating platform according to claim 1 for bridge tower thwart beam construction, it is characterised in that:The screw thread Length is the 1/2 of inner sleeve length.
CN201820336408.XU 2018-03-12 2018-03-12 A kind of operating platform for bridge tower thwart beam construction Expired - Fee Related CN208121575U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201820336408.XU CN208121575U (en) 2018-03-12 2018-03-12 A kind of operating platform for bridge tower thwart beam construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201820336408.XU CN208121575U (en) 2018-03-12 2018-03-12 A kind of operating platform for bridge tower thwart beam construction

Publications (1)

Publication Number Publication Date
CN208121575U true CN208121575U (en) 2018-11-20

Family

ID=64204990

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201820336408.XU Expired - Fee Related CN208121575U (en) 2018-03-12 2018-03-12 A kind of operating platform for bridge tower thwart beam construction

Country Status (1)

Country Link
CN (1) CN208121575U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112176885A (en) * 2020-10-30 2021-01-05 中建八局第二建设有限公司 High hollow pier group formwork turnover rapid construction method for viaduct bridge
CN112523100A (en) * 2020-12-09 2021-03-19 中冶京诚工程技术有限公司 Template supporting structure of overhead concrete cantilever beam
CN112901071A (en) * 2021-01-20 2021-06-04 兰州理工大学 Sound barrier connection base drilling equipment and construction method thereof

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112176885A (en) * 2020-10-30 2021-01-05 中建八局第二建设有限公司 High hollow pier group formwork turnover rapid construction method for viaduct bridge
CN112523100A (en) * 2020-12-09 2021-03-19 中冶京诚工程技术有限公司 Template supporting structure of overhead concrete cantilever beam
CN112901071A (en) * 2021-01-20 2021-06-04 兰州理工大学 Sound barrier connection base drilling equipment and construction method thereof

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GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20181120

CF01 Termination of patent right due to non-payment of annual fee