CN202627540U - Constructing rack device for assisting prestress tension - Google Patents

Constructing rack device for assisting prestress tension Download PDF

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Publication number
CN202627540U
CN202627540U CN 201220246220 CN201220246220U CN202627540U CN 202627540 U CN202627540 U CN 202627540U CN 201220246220 CN201220246220 CN 201220246220 CN 201220246220 U CN201220246220 U CN 201220246220U CN 202627540 U CN202627540 U CN 202627540U
Authority
CN
China
Prior art keywords
mould bases
die carrier
pedestal
ground tackle
rack device
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
CN 201220246220
Other languages
Chinese (zh)
Inventor
贾振华
蔡安康
刘涛
朱光全
王文云
瞿疆
孙永超
马岚
张开雄
杨莺
汪勤红
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.)
Sinohydro Bureau 14 Co Ltd
Original Assignee
Sinohydro Bureau 14 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 Sinohydro Bureau 14 Co Ltd filed Critical Sinohydro Bureau 14 Co Ltd
Priority to CN 201220246220 priority Critical patent/CN202627540U/en
Application granted granted Critical
Publication of CN202627540U publication Critical patent/CN202627540U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model discloses a constructing rack device for assisting prestress tension applied to projects such as railways, highways, industrial buildings, water conservancy, energy sources and ground anchorage. The constructing rack device is composed of an outer die carrier, an inner die carrier, an anchor pedestal, a tension anchor and a pulley subassembly, wherein each of the outer die carrier and the inner die carrier is composed of scaffold steel pipes; the inner die carrier is arranged inside the outer die frame; the anchor pedestal is arranged on the inner die carrier; the tension anchor is arranged on the anchor pedestal; the pulley subassembly is connected onto the outer die carrier; a universal rotating wheel is arranged at the bottom part of the outer die carrier; the anchor pedestal is composed of a square timber, a rebar mesh and a rebar guardrail; the rebar mesh is arranged on the square timber, and the rebar guardrail is arranged on the rebar mesh. The rack device is simple in structure, and convenient to operate, and utilizes local materials. The engineering practice shows that the tension speed is fast; construction is safe, and the construction cost is reduced after the rack device, disclosed by the utility model, is used.

Description

A kind of prestressed stretch-draw auxiliary construction bench frame apparatus
Technical field
The utility model belongs to field of engineering technology such as railway, highway, industrial construction, water conservancy, the energy and ground anchorage, is specially a kind of bench frame apparatus that adopts on-the-spot material, and this bench frame apparatus is to use when assisting prestressed stretch-draw.
Background technology
Prestressing technique is through the engineering practice of decades and constantly research; Developed into the engineering of a comparative maturity; Its principle is widely used in the bridge engineering of railway and highway, the building construction of industry; And in the slope anchorage engineering of water conservancy and geotechnical engineering, have vast potential for future development and practical value.
Steel strand are applied the critical process that prestressing force is prestressing technique, so the quality control of prestressed stretch-draw, safety assurance, construction speed just seem particularly important.Generally, during prestressed stretch-draw, be to set up interim steel pipe scaffold construction at the stretch-draw position, remove the intact back of stretch-draw, and whipline carries out operation in case of necessity.Along with the large-area popularization of prestressing technique, this traditional scaffold can not satisfy the demand of construction speed and construction safety.When in high-speed railway, concentrating case beam prefabricated, set up scaffold stretch-draw and can not satisfy construction requirement, crane can not be assisted during the stretch-draw of Cast-in-Situ Continuous Beam serrated slot, and tension ground tackle promotes and in placely all needs to solve than problems such as difficulties; Simultaneously, during the heavy stretch-draw operation of, task tight in the duration, on-the-spot a large amount of constructors and plant equipment operation had simultaneously both caused the construction interference, influenced construction speed, also brought out security incident easily.
Summary of the invention
The purpose of the utility model is the weak point that overcomes existing tensioning construction framed bent, a kind of simple structure is provided, gathers materials on the spot, easy to operate, construction safety, prestressed stretch-draw auxiliary construction bench frame apparatus that construction cost is low.
The technical scheme of the utility model is: the present gantries device is made up of outer mould bases, interior mould bases, ground tackle pedestal, pulley assembly; Outer mould bases and interior mould bases are made up of scaffolding steel pipe; Internal mold is placed in the outer mould bases, and on the mould bases, tension ground tackle placed on the ground tackle pedestal in the ground tackle pedestal placed; Pulley assembly is connected on the outer mould bases, and outer mould bases bottom is provided with universal moving runner.
The ground tackle pedestal is made up of the lumps of wood, reinforced mesh and reinforcing bar guardrail, and reinforced mesh places on the lumps of wood, and the reinforcing bar guardrail places on the reinforced mesh.
The bench frame apparatus of the utility model can adopt on-the-spot material, simple structure, is convenient to operation, fast, the construction safety of tensioning speed, has saved material, manpower, device resource, has accelerated construction speed, effectively reduces the construction cost of production.
Description of drawings
Fig. 1 is the bench frame apparatus structural representation front view of the utility model.
Fig. 2 is the bench frame apparatus structural representation lateral view of the utility model.
Fig. 3 is the bench frame apparatus external mold shelf structure sketch map of the utility model.
Fig. 4 is the bench frame apparatus internal mold shelf structure sketch map of the utility model.
Fig. 5 is that the universal moving runner of the bench frame apparatus of the utility model connects sketch map with outer mould bases.
Among the figure, the universal moving runner of 1-, the outer mould bases of 2-, mould bases in the 3-, the 4-lumps of wood, 5-ground tackle pedestal, 6-reinforcing bar guardrail, 7-tension ground tackle, 8-pulley assembly, 9,10,11, the 12-scaffolding steel pipe, 13-jacking, 14-muscle net sheet, 15-steel plate.
The specific embodiment
Like Fig. 1, shown in Figure 2, the present gantries device of the utility model is made up of outer mould bases 2, interior mould bases 3, ground tackle pedestal 5, tension ground tackle 7, pulley assembly 8; Outer mould bases 2 is connected to form by scaffolding steel pipe 9,10,11,12 with interior mould bases 3, and interior mould bases is connected with liftable jacking 13, and shown in Fig. 3, chart 4, assembling adopts scaffold clasp to connect; Interior mould bases 3 places in the outer mould bases 2, and the ground tackle pedestal puts 5 on interior mould bases 3, and tension ground tackle 7 places on the ground tackle pedestal 5, and pulley assembly 8 is connected on the outer mould bases, and outer mould bases 2 bottoms are provided with universal moving runner 1, and its connected mode is as shown in Figure 5.
Ground tackle pedestal 5 is made up of the lumps of wood 4, reinforced mesh 14 and reinforcing bar guardrail 6, and reinforced mesh 14 places on the lumps of wood 4, and reinforcing bar guardrail 6 places on the reinforced mesh 14, and the lumps of wood 4 directly is contained on the jacking 13.When interior mould bases went up and down, the ground tackle pedestal and then went up and down; The fine setting of also can going up and down of the jacking of interior mould bases, the ground tackle pedestal fine setting of also and then going up and down.After the ground tackle pedestal went up and down, ground tackle was positioned on the pedestal, thereby reaches the function of up-down ground tackle; Simultaneously, the ground tackle that also can directly go up and down of the pulley on the outer mould bases.
The utility model can adopt on-the-spot scaffolding steel pipe and fastener set to dress up outer mould bases, and universal moving runner is installed at the bottom of the mould bases outside, the recycling of realization stand and mobile; Adopt on-the-spot scaffold tube, jacking and fastener assembling internal mold frame, be installed in interior mould bases in the outer mould bases, realize promoting and the interior mould bases of reduction, realize fine setting up and down through the jacking screw mandrel through the degree of tightness fastener; On the jacking of interior mould bases, lay the lumps of wood and reinforced mesh construction pedestal as tension ground tackle; On the stand top pulley is installed, is realized the fixing and mobile of tension ground tackle; If the stretch-draw place is spacious and comfortable, operator is had a surplus, and can not adorn interior mould bases, directly uses pulley to promote ground tackle.If the stretch-draw place is limited, when outer mould bases can not use, directly universal moving runner is installed and is used, but need anchor point to cooperate the up-down ground tackle with interior mould bases.
Can remove after the completion and be reduced to on-the-spot material, can also break assembling and have enough to meet the need use, practice thrift a large amount of expenses.After a steel Shu Zhangla of place accomplished, stand did not need to remove, and only needed 1 people that stand is moved to next stretch-draw position and can restart stretch-draw, had saved a large amount of scaffolds and had taken material and the manpower of tearing open; Ground tackle interior mould bases capable of using and pulley go up and down simultaneously, have reduced the cooperation of equipment such as crane; And, reduced the site operation interference because required site operation personnel is less. ?

Claims (3)

1. prestressed stretch-draw auxiliary construction bench frame apparatus; It is characterized in that being made up of outer mould bases, interior mould bases, ground tackle pedestal, tension ground tackle, pulley assembly, outer mould bases and interior mould bases are made up of scaffolding steel pipe, and internal mold is placed in the outer mould bases; The ground tackle pedestal places on the interior mould bases; Tension ground tackle places on the ground tackle pedestal, and pulley assembly is connected on the outer mould bases, and outer mould bases bottom is provided with universal moving runner.
2. prestressed stretch-draw auxiliary construction bench frame apparatus according to claim 1 is characterized in that the ground tackle pedestal is made up of the lumps of wood, reinforced mesh and reinforcing bar guardrail, and reinforced mesh places on the lumps of wood, and the reinforcing bar guardrail places on the reinforced mesh.
3. prestressed stretch-draw auxiliary construction bench frame apparatus according to claim 1, mould bases is connected to form by scaffolding steel pipe in it is characterized in that, and interior mould bases top is connected with liftable jacking.
CN 201220246220 2012-05-29 2012-05-29 Constructing rack device for assisting prestress tension Expired - Fee Related CN202627540U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201220246220 CN202627540U (en) 2012-05-29 2012-05-29 Constructing rack device for assisting prestress tension

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201220246220 CN202627540U (en) 2012-05-29 2012-05-29 Constructing rack device for assisting prestress tension

Publications (1)

Publication Number Publication Date
CN202627540U true CN202627540U (en) 2012-12-26

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201220246220 Expired - Fee Related CN202627540U (en) 2012-05-29 2012-05-29 Constructing rack device for assisting prestress tension

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CN (1) CN202627540U (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102661050A (en) * 2012-05-29 2012-09-12 中国水利水电第十四工程局有限公司 Prestressed tension auxiliary construction stage device
CN103128851A (en) * 2013-03-06 2013-06-05 中铁二十五局集团建筑安装工程有限公司 Manufacturing method of nonstandard T-shaped beam suitable for different spans
CN104802305A (en) * 2015-04-28 2015-07-29 山东久同工业技术有限公司 Prestress tension platform
CN107988917A (en) * 2017-12-29 2018-05-04 绍兴尹创机械科技有限公司 A kind of bridge construction tensioning rack

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102661050A (en) * 2012-05-29 2012-09-12 中国水利水电第十四工程局有限公司 Prestressed tension auxiliary construction stage device
CN103128851A (en) * 2013-03-06 2013-06-05 中铁二十五局集团建筑安装工程有限公司 Manufacturing method of nonstandard T-shaped beam suitable for different spans
CN103128851B (en) * 2013-03-06 2015-03-25 中铁二十五局集团建筑安装工程有限公司 Manufacturing method of nonstandard T-shaped beam suitable for different spans
CN104802305A (en) * 2015-04-28 2015-07-29 山东久同工业技术有限公司 Prestress tension platform
CN107988917A (en) * 2017-12-29 2018-05-04 绍兴尹创机械科技有限公司 A kind of bridge construction tensioning rack

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Date Code Title Description
C14 Grant of patent or utility model
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: 20121226

Termination date: 20180529