CN211689852U - Movable trestle platform - Google Patents

Movable trestle platform Download PDF

Info

Publication number
CN211689852U
CN211689852U CN201921948492.1U CN201921948492U CN211689852U CN 211689852 U CN211689852 U CN 211689852U CN 201921948492 U CN201921948492 U CN 201921948492U CN 211689852 U CN211689852 U CN 211689852U
Authority
CN
China
Prior art keywords
trestle
movable
platform
base
moving
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
CN201921948492.1U
Other languages
Chinese (zh)
Inventor
周联英
陈�峰
蒋吉清
孙苗苗
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.)
Zhejiang University City College ZUCC
Original Assignee
Zhejiang University City College ZUCC
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 Zhejiang University City College ZUCC filed Critical Zhejiang University City College ZUCC
Priority to CN201921948492.1U priority Critical patent/CN211689852U/en
Application granted granted Critical
Publication of CN211689852U publication Critical patent/CN211689852U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)

Abstract

The utility model relates to a remove landing stage platform, include: the movable trestle comprises a movable base, a movable trestle platform longitudinal beam, a trestle antiskid bridge deck, an assembled guardrail upright post, a trestle movable push-pull handrail and a square timber distribution beam; the movable base comprises steel wheels, a movable base channel steel frame, a movable base upright post and a movable base steel panel. The utility model has the advantages that: the well point equipment in the sedimentation tank can be ensured to be buried in place by moving the trestle platform as a construction operation platform; the anti-skidding trestle bridge comprises a movable base, a movable trestle platform longitudinal beam, a trestle anti-skidding bridge deck plate and an assembled guardrail upright post, and is simple in structure and convenient to machine. Except the steel wheel, all the other available engineering existing materials, especially the channel-section steel column roof beam, are small-size components, but make full use of the on-the-spot channel-section steel clout of building site, and the input cost is few, and can fully retrieve after the completion.

Description

Movable trestle platform
Technical Field
The utility model relates to a mobile platform, concretely relates to remove landing stage platform.
Background
Along with the continuous strengthening of civilization consciousness and environmental protection consciousness of modern society, the effective disposal problem of the construction slurry increasingly arouses the high attention of governments in various regions. The conventional slurry transportation and centralized filter pressing solid-liquid separation treatment or cement and quicklime curing treatment cost is higher. In the construction engineering, the method has very necessary significance for the small-scale on-site treatment and full utilization of the pile foundation slurry.
When the pile foundation mud sedimentation tank adopts an in-situ rapid solidification treatment method of matching an electroosmosis well point with a light well point dewatering, the problem of plugging of well point pipe dewatering equipment in the sedimentation tank can be faced.
SUMMERY OF THE UTILITY MODEL
The utility model discloses an aim at is big, the unable direct entering of weak can not carry out the problem that the well point pipe was inserted and is beaten in the sedimentation tank that exists in the pile foundation mud fast curing on the spot that the electro-osmosis well point cooperation is light-duty well point precipitation, provides a removal landing stage platform of striding the sedimentation tank, can provide construction operation platform for well point pipe precipitation equipment in the sedimentation tank.
The movable trestle platform comprises a movable base, a movable trestle platform longitudinal beam, a trestle antiskid bridge deck, an assembled guardrail upright post, a trestle movable push-pull handrail and a square timber distribution beam; the movable base comprises steel wheels, a movable base channel steel frame, a movable base upright post and a movable base steel panel; the bottom of the channel steel frame of the movable base is provided with a steel wheel; a trestle movable push-pull handrail is arranged on the side edge of the channel steel frame of the movable base; a moving base upright post is arranged at the upper part of the moving base channel steel frame; the upper part of the upright post of the movable base is provided with a movable trestle platform longitudinal beam, and the two movable bases are connected through the movable trestle platform longitudinal beam; paving a moving base steel panel and a square wood distribution beam on a moving trestle platform longitudinal beam; a landing stage antiskid bridge deck is arranged above the square timber distribution beam; the top surface of the longitudinal beam of the movable trestle platform is provided with an assembled guardrail upright post.
Preferably, the method comprises the following steps: the bottom of the trestle moving push-pull handrail is fixed on a moving base channel steel frame through a moving platform push-pull handrail embedded base.
Preferably, the method comprises the following steps: the assembled guardrail stand is fixed at the platform longitudinal beam of the mobile trestle through the assembled guardrail stand presetting base.
Preferably, the method comprises the following steps: and the assembled guardrail upright post is provided with a connecting piece.
The utility model has the advantages that:
1. the utility model discloses a remove the landing stage platform and do construction operation platform, can guarantee that well point equipment buries underground in the sedimentation tank and targets in place.
2. The utility model discloses constitute by moving base, removal landing stage platform longeron, landing stage antiskid decking, assembled guardrail stand, simple structure, processing is convenient. Except the steel wheel, all the other available engineering existing materials, especially the channel-section steel column roof beam, are small-size components, but make full use of the on-the-spot channel-section steel clout of building site, and the input cost is few, and can fully retrieve after the completion.
Drawings
FIG. 1 is a schematic view of a trestle assembled guardrail;
FIG. 2 is a cross-sectional view of a mobile trestle platform;
fig. 3 is a plan view of the mobile trestle platform.
Description of reference numerals: the steel wheel 1, the removal base channel-section steel frame 2, the removal base stand 3, the removal base steel panels 4, remove landing stage platform longeron 5, landing stage antiskid decking 6, assembled guardrail stand 7, assembly guardrail stand predetermine base 8, landing stage moving platform push-and-pull handrail embedded base 9, landing stage removal push-and-pull handrail 10, square timber distributive girder 11, connecting piece 12.
Detailed Description
The present invention will be further described with reference to the following examples. The following description of the embodiments is merely provided to aid in understanding the invention. It should be noted that, for those skilled in the art, without departing from the principle of the present invention, the present invention can be further modified and modified, and such modifications and modifications also fall within the protection scope of the appended claims.
The movable trestle platform comprises a movable base, a movable trestle platform longitudinal beam 5, a trestle antiskid bridge deck 6, an assembled guardrail upright post 7, a trestle movable push-pull handrail 10 and a square timber distribution beam 11. The movable base comprises steel wheels 1, a movable base channel steel frame 2, a movable base upright post 3 and a movable base steel panel 4. The bottom of the channel steel frame 2 of the movable base is provided with a steel wheel 1. The side of the moving base channel steel frame 2 is provided with a trestle moving push-pull handrail 10, and the bottom of the trestle moving push-pull handrail 10 is fixed on the moving base channel steel frame 2 through a moving platform push-pull handrail embedded base 9. The upper part of the moving base channel steel frame 2 is provided with a moving base upright post 3. The upper part of the moving base upright post 3 is provided with a moving trestle platform longitudinal beam 5, and the two moving bases are connected through the moving trestle platform longitudinal beam 5. And a movable base steel panel 4 and a square wood distribution beam 11 are paved on the movable trestle platform longitudinal beam 5. The upper part of the square wood distribution beam 11 is provided with a trestle anti-skid bridge deck 6. The top surface of the movable trestle platform longitudinal beam 5 is provided with an assembled guardrail upright post 7, and the assembled guardrail upright post 7 is fixed on the movable trestle platform longitudinal beam 5 through an assembled guardrail upright post preset base 8. The assembled guardrail upright post 7 is provided with a connecting piece 12.
According to the size of the on-site sedimentation tank of the engineering pile foundation (the elongated arrangement is recommended), the outside of the long-side tank wall of the sedimentation tank is hardened by cement, and then a mobile base is respectively installed to serve as a steel trestle base. The two movable bases are connected by two movable trestle platform longitudinal beams 5 (parallel to the short edge direction), square wood distribution beams 11 and movable base steel panels 4 are laid on the two movable bases, and meanwhile, assembled guardrail upright posts 7 are arranged on the movable trestle platform longitudinal beams 5 to form a movable trestle platform. The trestle moves along the sedimentation tank, so that the pipe driving at any position of a well point and the installation of related facilities can be realized. The height of the assembled guardrail column fully considers the connection space between the well point pipe and the main pipe. The method comprises the following specific steps:
the method comprises the following steps: the design of a mobile trestle platform: and determining the span of the movable trestle according to the width and the length of the sedimentation tank. The trestle is arranged in parallel with the short side direction of the sedimentation tank, the foundations on the two sides of the trestle adopt movable frame platform foundations (movable bases), and a single movable base is composed of steel wheels 1(4 brakes), a 14# channel steel frame (movable base channel steel frame 2), 4 14# channel steel stand columns (movable base stand columns 3) and a movable base steel panel 4 with the thickness of 2 cm. Two movable trestle platform longitudinal beams 5 are erected on a movable base, 16# channel steel is adopted, the distance between the two movable trestle platform longitudinal beams is 100cm, and a guardrail upright post preset base 8 (phi 51 steel pipe, length is 20cm) is arranged on the top surface of the movable trestle platform longitudinal beam every 2 m. The trestle edge guardrail adopts an assembled guardrail upright post 7 and adopts yellow and black coating. 5cm multiplied by 5cm square wood distribution beams 11 are paved between the double-spliced channel steel transverse supporting beams at intervals of 20cm, and then a trestle antiskid bridge deck 6 with the thickness of 1cm is paved on the beams.
Moving the trestle in place: after the assembly of the movable trestle is completed, the embedded base 9 of the push-pull handrail of the movable trestle platform is installed, the embedded base 9 of the push-pull handrail of the movable trestle platform on two sides of the trestle is respectively provided with the movable push-pull handrail 10 of the trestle (the handrail steel pipe is directly sleeved into the base), two sides synchronously push the trestle platform to the opposite side (the side close to the mud pool) of the sedimentation tank, and the locking wheel is fixed.

Claims (4)

1. The utility model provides a remove landing stage platform which characterized in that: the trestle anti-skid device comprises a movable base, a movable trestle platform longitudinal beam (5), a trestle anti-skid bridge deck (6), an assembled guardrail upright post (7), a trestle movable push-pull handrail (10) and a square timber distribution beam (11); the moving base comprises steel wheels (1), a moving base channel steel frame (2), a moving base upright post (3) and a moving base steel panel (4); the bottom of the channel steel frame (2) of the movable base is provided with a steel wheel (1); a trestle moving push-pull handrail (10) is arranged on the side edge of the moving base channel steel frame (2); the upper part of the channel steel frame (2) of the movable base is provided with a movable base upright post (3); the upper part of the moving base upright post (3) is provided with a moving trestle platform longitudinal beam (5), and the two moving bases are connected through the moving trestle platform longitudinal beam (5); a movable base steel panel (4) and a square timber distribution beam (11) are laid on the movable trestle platform longitudinal beam (5); a trestle anti-skid bridge deck (6) is arranged above the square wood distribution beam (11); the top surface of the movable trestle platform longitudinal beam (5) is provided with an assembled guardrail upright post (7).
2. The mobile trestle platform of claim 1, wherein: the bottom of the trestle moving push-pull handrail (10) is fixed on a moving base channel steel frame (2) through a moving platform push-pull handrail embedded base (9).
3. The mobile trestle platform of claim 1, wherein: the assembled guardrail upright post (7) is fixed on the movable trestle platform longitudinal beam (5) through the assembled guardrail upright post preset base (8).
4. The mobile trestle platform of claim 1, wherein: and the assembled guardrail upright post (7) is provided with a connecting piece (12).
CN201921948492.1U 2019-11-13 2019-11-13 Movable trestle platform Expired - Fee Related CN211689852U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201921948492.1U CN211689852U (en) 2019-11-13 2019-11-13 Movable trestle platform

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201921948492.1U CN211689852U (en) 2019-11-13 2019-11-13 Movable trestle platform

Publications (1)

Publication Number Publication Date
CN211689852U true CN211689852U (en) 2020-10-16

Family

ID=72786755

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201921948492.1U Expired - Fee Related CN211689852U (en) 2019-11-13 2019-11-13 Movable trestle platform

Country Status (1)

Country Link
CN (1) CN211689852U (en)

Similar Documents

Publication Publication Date Title
SG181210A1 (en) Reusable paving slab for temporary road andmethod for paving temporary road with the same
CN203383121U (en) Prefabricated temporary pavement concrete slab convenient to assemble and disassemble
CN103215894A (en) Mobile temporary prestress tension anchor block
CN102146731A (en) Supporting structure for floor formwork of steel structure building and construction method
CN114059825A (en) Structure of road protection shed crossing large flow under limited clearance and construction method thereof
CN106930315B (en) A kind of moving tower crane foundation structure and construction method
CN206635599U (en) A kind of road surface for caving in road, which is speedily carried out rescue work, fixes device
CN203145470U (en) Combined platform for construction
CA2885328C (en) Underground vault roof support
CN214993171U (en) Bridge bent cap construction is with assembled sectional shelf-unit platform
CN211689852U (en) Movable trestle platform
CN108457148B (en) Assembled multifunctional temporary road structure and construction method thereof
CN104313993B (en) A kind of highway bridge and construction method thereof
CN109797657B (en) Cast-in-situ bridge template support system device and bridge cast-in-situ construction method
CN107299596B (en) Concrete support trestle plate lower supporting beam template system and construction method thereof
CN108222010A (en) A kind of recyclable steel concrete combined type foundation pit trestle work structure of assembled and construction method
KR101345405B1 (en) Construct method of plate coping girder form
CN105019589A (en) Assembly-integral type non-reinforced concrete ribbed floor and construction method thereof
CN213203667U (en) Supporting structure for post-cast strip-striding temporary lane of top plate of ground depot
CN212771950U (en) Movable operation platform for mounting transverse beam of I-shaped steel-concrete combined beam
CN214462917U (en) Movable type packway system for large-span special-shaped lighting roof
CN210737262U (en) Road plate and assembled road
CN203768753U (en) Bridge type steel plate pavement system
CN203213022U (en) Mobile temporary prestress tensioning anchor block
CN203429528U (en) Bridge-type precast-reinforced-concrete-trough-plate wear-resistant pavement structure system

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: 20201016

Termination date: 20211113