CN209940409U - Tool for laying templates on two sides of main beam - Google Patents

Tool for laying templates on two sides of main beam Download PDF

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Publication number
CN209940409U
CN209940409U CN201920155159.9U CN201920155159U CN209940409U CN 209940409 U CN209940409 U CN 209940409U CN 201920155159 U CN201920155159 U CN 201920155159U CN 209940409 U CN209940409 U CN 209940409U
Authority
CN
China
Prior art keywords
sides
girder
basket
laying
carrier bar
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
CN201920155159.9U
Other languages
Chinese (zh)
Inventor
杨利剑
程海寅
于新凯
张刚
李俊涛
陈珍珍
高婵
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.)
Zhongtian Construction Group Co Ltd
Original Assignee
Zhongtian Construction 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 Zhongtian Construction Group Co Ltd filed Critical Zhongtian Construction Group Co Ltd
Priority to CN201920155159.9U priority Critical patent/CN209940409U/en
Application granted granted Critical
Publication of CN209940409U publication Critical patent/CN209940409U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses an instrument for laying girder both sides template through the structural design who adopts the carrier bar and hang the basket, utilizes the carrier bar to erect on the girder, through the structural design who hangs the basket, provides a platform for the installation of template, and the user can install the template of girder both sides simultaneously in the both sides of hanging the basket, can effectively improve its installation effectiveness, simultaneously, the utility model has the advantages of simple structure, low cost. The utility model discloses still set up hydraulic pressure lift landing leg and translation wheel on the carrier bar, through the structure of hydraulic pressure lift landing leg and translation wheel, can fold both to do not interfere its use, and when needs shift lay the place, can upwards jack-up carrier bar and hanging basket through hydraulic pressure lift landing leg, with the outstanding reinforcing bar on the girder of exceeding, then, promote the translation wheel downwards and support the terminal surface at the girder, utilize the friction effort between girder and the translation wheel, realize the utility model discloses a quick position shifts, convenient to use is swift.

Description

Tool for laying templates on two sides of main beam
Technical Field
The utility model relates to a storage factory building precast beam post node and installation construction appurtenance of girder side form, more specifically relates to an instrument for laying girder both sides template.
Background
With the development of storage logistics business, more and more industrial plants adopt a steel-concrete combined structural form, and then, various methods for mounting and constructing precast beam-column joints and main beam side molds and the diversity of template construction tool selection are provided.
At present, the installation and construction of the prefabricated beam column node and the main beam side form mainly adopt a cantilever vehicle, personnel stand on the cantilever vehicle to lay a template, and the template is laid on one side of the main beam by the cantilever vehicle, so that the template is relatively enlarged, the gravity center is easy to be unstable, and on the other hand, the same cantilever vehicle can only lay the template on one side of the main beam, so that the installation and construction cost of the prefabricated beam column node and the main beam side form is increased, and the installation efficiency is relatively low.
SUMMERY OF THE UTILITY MODEL
The utility model provides a simple structure, structure atress performance height, with low costs input, be convenient for site operation and the instrument of popularizing and applying for laying girder both sides template to solve the technical problem that current precast beam post node and girder side form installation construction cost is high, efficient.
According to an aspect of the utility model provides an instrument for laying girder both sides template, include the carrier bar and hang the basket, the carrier bar erects on the girder, it installs respectively to hang the basket the both ends of carrier bar, the bottom of carrier bar is equipped with hydraulic pressure lift landing leg and translation wheel, the translation wheel is foldable to be installed the both sides face of carrier bar, both sides hang the basket with link to each other through a stiffening beam between the girder.
On the basis of the scheme, the number of the two main beams is preferably selected, and the two main beams are respectively arranged in parallel and connected with the two sides of the top end of the hanging basket.
On the basis of the scheme, preferably, two sides of the reinforcing beam are respectively arranged along the height direction of the hanging basket, and the middle part of the reinforcing beam is fixedly connected with the main beam.
On the basis of the scheme, preferably, the top end of the main beam is also provided with a triangular stabilizing beam, two ends of the stabilizing beam are respectively connected with two ends of the hanging basket, two sides of the reinforcing beam are respectively arranged along the height direction of the hanging basket, and the middle of the reinforcing beam is fixedly connected with the stabilizing beam.
On the basis of the scheme, the bearing beam is preferably a rectangular steel pipe, and the reinforcing beam is an angle steel.
Preferably on the basis of the scheme, the bottom of the carrier beam is provided with a window, the window corresponds to two sides of the carrier beam and is provided with a rotating shaft, the hydraulic lifting support legs comprise hydraulic cylinders and mounting frames, two ends of the mounting frames are hinged to the rotating shaft, and the hydraulic cylinders are mounted on the mounting frames.
Preferably on the basis of the scheme, the translation wheel comprises an installation supporting leg and a traveling wheel, the traveling wheel is arranged on the installation supporting leg, and the installation supporting leg is arranged on two sides of the carrier beam in a folded shape.
The utility model discloses an instrument for laying girder both sides template through the structural design who adopts the carrier bar and hang the basket, utilizes the carrier bar to erect on the girder, through the structural design who hangs the basket, provides a platform for the installation of template, and the user can install the template of girder both sides simultaneously in the both sides of hanging the basket, can effectively improve its installation effectiveness, simultaneously, the utility model has the advantages of simple structure, low cost, convenient to use is swift.
Meanwhile, the utility model discloses for convenient use, still set up hydraulic pressure lift landing leg and translation wheel on the carrier bar, through the structure of hydraulic pressure lift landing leg and translation wheel, when using, can fold both to do not interfere its use, and when needs shift lay the place, can upwards jack-up carrier bar and hanging basket through hydraulic pressure lift landing leg, with the outstanding reinforcing bar on the girder of exceeding, then, promote the translation wheel downwards and support the terminal surface at the girder, utilize the friction effort between girder and the translation wheel, realize the utility model discloses a quick position shifts, convenient to use is swift.
Drawings
Fig. 1 is a structural block diagram of a tool for laying templates on two sides of a main beam according to the present invention;
FIG. 2 is a structural diagram of the load beam of the present invention;
fig. 3 is a partial cross-sectional view of the load beam of the present invention.
Detailed Description
The following detailed description of the embodiments of the present invention is provided with reference to the accompanying drawings and examples. The following examples are intended to illustrate the invention, but are not intended to limit the scope of the invention.
Referring to fig. 1, and referring to fig. 2 and 3, the present invention provides a tool for laying templates on two sides of a main beam, including a carrier beam 10 and a hanging basket 20, wherein the carrier beam 10 is erected on the main beam, the hanging baskets 20 are respectively installed at two ends of the carrier beam 10, the bottom of the carrier beam 10 is provided with hydraulic lifting legs 50 and a translation wheel 60, the translation wheel 60 is foldable installed at two side surfaces of the carrier beam 10, and the hanging baskets 20 on two sides are connected with the main beam through a reinforcing beam 30.
The utility model discloses an instrument for laying girder both sides template through adopting carrier beam 10 and the structural design who hangs basket 20, utilizes carrier beam 10 to erect on the girder, through the structural design who hangs basket 20, provides a platform for the installation of template, and the user can install the template of girder both sides simultaneously in the both sides of hanging basket 20, can effectively improve its installation effectiveness, simultaneously, the utility model has the advantages of simple structure, low cost, convenient to use is swift.
Meanwhile, the utility model discloses for convenient to use, still set up hydraulic pressure lift landing leg 50 and translation wheel 60 on carrier beam 10, through the structure of hydraulic pressure lift landing leg 50 and translation wheel 60, when using, can fold both to do not interfere its use, and when needs shift lay the place, can upwards jack-up carrier beam 10 and hanging basket 20 through hydraulic pressure lift landing leg 50, with the outstanding reinforcing bar on the girder that exceeds, then, promote translation wheel 60 downwards and support the terminal surface at the girder, utilize the friction effort between girder and translation wheel 60, realize the utility model discloses a quick position shifts, convenient to use is swift.
Wherein, the utility model discloses an instrument for laying girder both sides template utilizes stiffening beam 30's design, will hang basket 20 and be connected with the girder and become a whole, makes it connect more reliable and more stable.
Preferably, the utility model discloses a girder is two, and girder parallel arrangement respectively and with hang the top both sides of basket 20 and link to each other. As the first embodiment of the present invention, the utility model discloses a stiffening beam 30's both sides respectively along hang the direction of height setting of basket 20, just stiffening beam 30's middle part with the girder is fixed continuous.
As the second embodiment of the present invention, the stabilizing beam 40 with a triangular shape is further installed on the top of the main beam, the two ends of the stabilizing beam 40 are respectively connected to the two ends of the hanging basket 20, the two sides of the reinforcing beam 30 are respectively arranged along the height direction of the hanging basket 20, the middle of the reinforcing beam 30 is fixedly connected to the stabilizing beam 40, and a supporting beam is further disposed between the highest point of the stabilizing beam 40 and the bearing beam 10. By using a triangular stabilizing beam 40, the overall connection stability and strength thereof is improved.
It should be noted that the utility model discloses a carrier bar 10 is the rectangle steel pipe, and stiffening beam 30 is the angle steel, and the manufacturing process of hanging basket 20 is, welds two square frames with the angle steel earlier and then welds up with two logical rectangular steel pipes on square frame symmetry, and reuse reinforcing bar welds a triangle-shaped steady beam 40 above every microscler angle steel, and welding reinforcing bar length will extend to hanging basket 20 lateral surface, plays a reinforcing stabilization effect, still can regard as the hoisting point of lifting by crane the upper beam; and finally, welding the steel framework on the bottom surface of the cradle 20, paving the wood formwork excess material generated by structural construction on the steel framework on the bottom surface of the cradle 20 after the welded basic structure of the cradle 20 is constructed, or welding a 2 mm thick iron plate for people to construct.
In order to explain the utility model discloses a structure in further detail, the utility model discloses a bottom of carrier bar 10 is equipped with a window, and the carrier bar 10 both sides that the window corresponds are equipped with a pivot, and hydraulic pressure lift landing leg 50 includes pneumatic cylinder 51 and mounting bracket 52, and the mounting bracket 52 both ends articulate in the pivot, pneumatic cylinder 51 installs on mounting bracket 52. Wherein, translation wheel 60 includes installation landing leg 61 and walking wheel 62, just walking wheel 62 is installed on the installation landing leg 61, installation landing leg 61 is the folded form and installs the both sides of carrier bar 10.
The utility model discloses in floor template laying process, will hang 20 finished product hoists of basket to the precast beam both ends that need the erection template with the crane and shelve, the workman gets into the installation construction of beginning precast beam column node and girder side form behind the basket. The hanging basket 20 can be made from local materials, and the required materials for the construction can be obtained on the site of a construction site, (angle steel is used for the platform structure edge covering of a factory building, reinforcing steel is used for the concrete structure, and wood mold excess materials and even aluminum molds generated by the structure construction are made of the materials of the hanging basket 20).
Finally, the method of the present application is only a preferred embodiment and is not intended to limit the scope of the present invention. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.

Claims (7)

1. The utility model provides an instrument for laying girder both sides template, its characterized in that includes the carrier bar and hangs the basket, the carrier bar erects on the girder, it installs respectively to hang the basket the both ends of carrier bar, the bottom of carrier bar is equipped with hydraulic pressure lift landing leg and translation wheel, the translation wheel is foldable to be installed the both sides face of carrier bar, both sides hang the basket with link to each other through a stiffening beam between the girder.
2. The tool for laying the formworks on the two sides of the main beam is characterized in that the number of the main beams is two, and the main beams are respectively arranged in parallel and connected with the two sides of the top end of the hanging basket.
3. The tool for laying two side formworks of a main beam according to claim 2, wherein two sides of the reinforcing beam are respectively arranged along the height direction of the hanging basket, and the middle part of the reinforcing beam is fixedly connected with the main beam.
4. The tool for laying the formworks on the two sides of the main beam according to claim 2, wherein a stabilizing beam having a triangular shape is further installed on the top end of the main beam, two ends of the stabilizing beam are respectively connected with two ends of the hanging basket, two sides of the reinforcing beam are respectively arranged along the height direction of the hanging basket, and the middle of the reinforcing beam is fixedly connected with the stabilizing beam.
5. The tool for laying the formworks on the two sides of the main beam according to claim 1, wherein the carrier beam is a rectangular steel pipe, and the reinforcing beam is an angle steel.
6. The tool for laying the formworks on the two sides of the main beam according to claim 5, wherein a window is arranged at the bottom of the carrier beam, a rotating shaft is arranged on each of the two sides of the carrier beam corresponding to the window, the hydraulic lifting support legs comprise hydraulic cylinders and mounting frames, the two ends of each mounting frame are hinged to the rotating shafts, and the hydraulic cylinders are mounted on the mounting frames.
7. The tool for laying two side formworks of a main beam according to claim 6, wherein the translation wheels comprise mounting legs and walking wheels, the walking wheels are arranged on the mounting legs, and the mounting legs are arranged on two sides of the carrier beam in a folding manner.
CN201920155159.9U 2019-01-29 2019-01-29 Tool for laying templates on two sides of main beam Expired - Fee Related CN209940409U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201920155159.9U CN209940409U (en) 2019-01-29 2019-01-29 Tool for laying templates on two sides of main beam

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201920155159.9U CN209940409U (en) 2019-01-29 2019-01-29 Tool for laying templates on two sides of main beam

Publications (1)

Publication Number Publication Date
CN209940409U true CN209940409U (en) 2020-01-14

Family

ID=69121743

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201920155159.9U Expired - Fee Related CN209940409U (en) 2019-01-29 2019-01-29 Tool for laying templates on two sides of main beam

Country Status (1)

Country Link
CN (1) CN209940409U (en)

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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: 20200114

Termination date: 20210129

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