CN216914262U - Precast beam board end template reinforcing apparatus - Google Patents

Precast beam board end template reinforcing apparatus Download PDF

Info

Publication number
CN216914262U
CN216914262U CN202220167770.5U CN202220167770U CN216914262U CN 216914262 U CN216914262 U CN 216914262U CN 202220167770 U CN202220167770 U CN 202220167770U CN 216914262 U CN216914262 U CN 216914262U
Authority
CN
China
Prior art keywords
template
precast beam
adjusting
horizontal pole
supporting
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
CN202220167770.5U
Other languages
Chinese (zh)
Inventor
李天赐
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to CN202220167770.5U priority Critical patent/CN216914262U/en
Application granted granted Critical
Publication of CN216914262U publication Critical patent/CN216914262U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

The utility model provides a precast beam slab end template reinforcing device, which comprises: the end template and the precast beam web plate are arranged in the precast beam web plate, a plurality of template reinforcing devices are arranged between the end template and the precast beam web plate, each template reinforcing device comprises an adjusting rod piece, one end of each adjusting rod piece is arranged on the end template, and the other end of each adjusting rod piece is arranged on the precast beam web plate through a supporting cross rod.

Description

Precast beam board end template reinforcing apparatus
Technical Field
The utility model relates to the technical field of prefabricated part production equipment, in particular to a prefabricated beam plate end template reinforcing device.
Background
For the prior domestic beam slab prefabrication construction, the end template is usually fixed by the traditional reinforcement form, and the reinforcement methods comprise the following steps: 1. fixing the end die to the outer die in a welding mode; 2. welding cross rods on the outer die, welding corresponding vertical rods on the end dies, and fixing by using turn bolts; the end template is reinforced by welding, the template is damaged when being used for many times, or the end template runs, and embroidery pits are easily formed on the template after being welded for many times, so that the template is damaged for a long time.
SUMMERY OF THE UTILITY MODEL
The technical problem to be solved by the utility model is to provide a precast beam slab end formwork reinforcing device, so as to solve the problems in the background technology.
The technical problem solved by the utility model is realized by adopting the following technical scheme: a precast beam slab end template reinforcing apparatus includes: end template, precast beam web, the end template sets up in the precast beam web, be equipped with a plurality of template reinforcing apparatus between end template, the precast beam web, template reinforcing apparatus is including adjusting the member, adjusting member one end is installed in the end template, the adjusting member other end is installed on the precast beam web through supporting the horizontal pole, be equipped with the regulation pole mounting hole on the support horizontal pole, adjusting member installs in the regulation pole mounting hole on supporting the horizontal pole, be equipped with adjusting nut on the adjusting member who supports the horizontal pole both sides, adjusting nut installs adjusting member on supporting the horizontal pole, is equipped with the backing plate between adjusting nut and the support horizontal pole.
The supporting cross rod is installed on the prefabricated beam web through a cross rod fixing screw rod, and two ends of the cross rod fixing screw rod are fixedly installed through screw rod fixing nuts.
The end template is provided with a plurality of adjusting rod supporting nuts, one end of each adjusting rod piece is installed on the end template through the adjusting rod supporting nuts, and the adjusting rod supporting nuts are welded and fixed on the end template.
And an upper template reinforcing device, a middle template reinforcing device and a lower template reinforcing device are arranged between the single-side precast beam web and the end template.
And an upper template reinforcing device, a middle template reinforcing device and a lower template reinforcing device are respectively arranged on two sides between the left and right side precast beam webs and the end template.
Compared with the prior art, the utility model has the beneficial effects that: according to the utility model, the fine adjustment of the end template is realized by adjusting the nut on one side of the finish rolling deformed steel bar, the effective reinforcement of the outer mold and the inner mold is simultaneously completed, the concrete leakage is prevented, the rubber plate is pasted at the joint of the end mold and the outer mold, the improvement of the device saves time for operators, the damage of the template caused by welding is prevented, meanwhile, the damage of the corner angle of the box girder in the traditional end mold dismantling process is avoided, and the integrity of the corner angle of the box girder is ensured.
Drawings
FIG. 1 is a schematic structural diagram of the present invention.
Detailed Description
In the description of the present invention, it should be noted that unless otherwise specified or limited, the terms "mounted," "connected," and "connected" are to be construed broadly and may be, for example, fixedly connected, detachably connected, or integrally connected, mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements.
Example 1
As shown in fig. 1, a precast beam slab end formwork reinforcing apparatus includes: end template 1, precast beam web 2, end template 1 sets up in precast beam web 2, be equipped with a plurality of template reinforcing apparatus between end template 1, the precast beam web 2, template reinforcing apparatus includes regulating rod piece 31, regulating rod piece 31 one end is installed on end template 1, the regulating rod piece 31 other end is installed on precast beam web 2 through supporting horizontal pole 33, be equipped with on the supporting horizontal pole 33 and adjust the pole mounting hole, regulating rod piece 31 is installed in the regulation pole mounting hole on supporting horizontal pole 33, be equipped with adjusting nut 34 on the regulating rod piece 31 of supporting horizontal pole 33 both sides, adjusting nut 34 installs regulating rod piece 31 on supporting horizontal pole 33, is equipped with backing plate 35 between adjusting nut 34 and the supporting horizontal pole 33. The supporting cross rod 33 is installed on the precast beam web 2 through a cross rod fixing screw rod 36, and two ends of the cross rod fixing screw rod 36 are installed and fixed through screw rod fixing nuts 37. A plurality of adjusting rod supporting nuts 32 are arranged on the end template 1, one end of each adjusting rod piece 31 is installed on the end template 1 through the adjusting rod supporting nuts 32, and the adjusting rod supporting nuts 32 are welded and fixed on the end template 1.
Example 2
As shown in fig. 1, a precast beam slab end formwork reinforcing apparatus includes: end template 1, precast beam web 2, end template 1 sets up in precast beam web 2, be equipped with a plurality of template reinforcing apparatus between end template 1, the precast beam web 2, template reinforcing apparatus includes regulating rod piece 31, regulating rod piece 31 one end is installed on end template 1, the regulating rod piece 31 other end is installed on precast beam web 2 through supporting horizontal pole 33, be equipped with on the supporting horizontal pole 33 and adjust the pole mounting hole, regulating rod piece 31 is installed in the regulation pole mounting hole on supporting horizontal pole 33, be equipped with adjusting nut 34 on the regulating rod piece 31 of supporting horizontal pole 33 both sides, adjusting nut 34 installs regulating rod piece 31 on supporting horizontal pole 33, is equipped with backing plate 35 between adjusting nut 34 and the supporting horizontal pole 33. And an upper template reinforcing device, a middle template reinforcing device and a lower template reinforcing device are arranged between the single-side precast beam web and the end template 1.
Example 3
As shown in fig. 1, a precast beam slab end formwork reinforcing apparatus includes: end template 1, precast beam web 2, end template 1 sets up in precast beam web 2, be equipped with a plurality of template reinforcing apparatus between end template 1, the precast beam web 2, template reinforcing apparatus includes regulating rod piece 31, regulating rod piece 31 one end is installed on end template 1, the regulating rod piece 31 other end is installed on precast beam web 2 through supporting horizontal pole 33, be equipped with on the supporting horizontal pole 33 and adjust the pole mounting hole, regulating rod piece 31 is installed in the regulation pole mounting hole on supporting horizontal pole 33, be equipped with adjusting nut 34 on the regulating rod piece 31 of supporting horizontal pole 33 both sides, adjusting nut 34 installs regulating rod piece 31 on supporting horizontal pole 33, is equipped with backing plate 35 between adjusting nut 34 and the supporting horizontal pole 33. And an upper template reinforcing device, a middle template reinforcing device and a lower template reinforcing device are respectively arranged on two sides between the left and right side precast beam webs and the end template 1.
The utility model adjusts the end template at a proper position according to the length of the beam slab, the single-side precast beam web is provided with an upper, a middle and a lower reinforcing devices, the left and right web plates are 6 positions, the finish-rolled deformed steel bar is used as an adjusting rod piece, the short channel steel is used as a cross bar, a long hole is formed on the channel steel, the cross bar of the channel steel is fixed by using the existing bolt hole on the outer die, meanwhile, a finish rolling deformed steel bar matched nut is welded on the end die, one end of a finish rolling deformed steel bar adjusting rod is connected with the end die matched nut, the other end of the finish rolling deformed steel bar adjusting rod penetrates through a short channel steel cross rod (matched nuts and steel gaskets on two sides of the cross rod), the fine adjustment of the end template is realized by adjusting the nut on one side of the finish rolling deformed steel bar, the effective reinforcement of the outer mold and the inner mold is completed simultaneously, in addition, the concrete leakage is prevented, the rubber plate is pasted at the joint of the end die and the outer die, the improvement of the device saves time for operators, and simultaneously prevents the die plate from being damaged due to welding.
The utility model relates to a precast beam end template rapid positioning and reinforcing device which uses finish-rolled deformed steel bars as adjusting tools and small channel steel and nuts in a matched mode. In the precast beam slab end template reinforcing and positioning process, the positioning accuracy directly influences the length of a precast beam, the reinforcing reliability directly influences the appearance quality of a beam slab end, the problems of beam slab end template running, end corner slurry leakage and the like are often caused by insecure reinforcing, and the installation quality of an end template is important work in the precast beam template installation process.
The utility model discloses a reinforcement method which is different from a traditional precast beam end template and is influenced by the length change of a beam plate, an outer mold is manufactured according to the longest beam length in the template manufacturing process, the end template can only be adjusted back and forth according to the length of the beam plate, the end template is difficult to reinforce and the like, the end template is reinforced by using a welding mode in the traditional reinforcement method, and the problems that the template is damaged or the end template runs out of the template and the like are often caused by multiple use. The utility model is characterized in that the mechanical fixing principle is utilized, a series of combinations of finish rolling deformed steel bars, channel steel, nuts and the like are utilized, the problems of template damage, end slurry leakage and the like caused by welding are avoided, the accuracy of end template positioning is ensured, the time is saved, and the efficiency is improved.
The foregoing shows and describes the general principles and broad features of the present invention and advantages thereof. It will be understood by those skilled in the art that the present invention is not limited to the embodiments described above, which are described in the specification and illustrated only to illustrate the principle of the present invention, but that various changes and modifications may be made therein without departing from the spirit and scope of the present invention, which fall within the scope of the utility model as claimed. The scope of the utility model is defined by the appended claims and equivalents thereof.

Claims (5)

1. A precast beam slab end template reinforcing apparatus includes: end template (1), precast beam web (2), end template (1) sets up in precast beam web (2), be equipped with a plurality of template reinforcing apparatus, its characterized in that between end template (1), precast beam web (2): template reinforcing apparatus is including adjusting member (31), adjusting member (31) one end is installed on end template (1), the adjusting member (31) other end is installed on precast beam web (2) through supporting horizontal pole (33), be equipped with on supporting horizontal pole (33) and adjust the pole mounting hole, adjust in pole mounting hole that adjusting member (31) were installed on supporting horizontal pole (33), be equipped with adjusting nut (34) on adjusting member (31) of supporting horizontal pole (33) both sides, adjusting nut (34) will adjust member (31) and install on supporting horizontal pole (33), are equipped with backing plate (35) between adjusting nut (34) and supporting horizontal pole (33).
2. The precast beam slab end formwork reinforcing apparatus of claim 1, characterized in that: the supporting cross rod (33) is installed on the precast beam web plate (2) through a cross rod fixing screw rod (36), and two ends of the cross rod fixing screw rod (36) are installed and fixed through screw rod fixing nuts (37).
3. The precast beam slab end formwork reinforcing apparatus according to claim 2, wherein: the end formwork (1) is provided with a plurality of adjusting rod supporting nuts (32), one end of each adjusting rod piece (31) is installed on the end formwork (1) through the adjusting rod supporting nuts (32), and the adjusting rod supporting nuts (32) are welded and fixed on the end formwork (1).
4. The precast beam slab end formwork reinforcing apparatus according to any one of claims 1 to 3, wherein: an upper template reinforcing device, a middle template reinforcing device and a lower template reinforcing device are arranged between the single-side precast beam web and the end template (1).
5. The precast beam slab end formwork reinforcing apparatus according to any one of claims 1 to 3, wherein: and an upper template reinforcing device, a middle template reinforcing device and a lower template reinforcing device are respectively arranged on two sides between the left and right side precast beam webs and the end template (1).
CN202220167770.5U 2022-01-21 2022-01-21 Precast beam board end template reinforcing apparatus Expired - Fee Related CN216914262U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202220167770.5U CN216914262U (en) 2022-01-21 2022-01-21 Precast beam board end template reinforcing apparatus

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202220167770.5U CN216914262U (en) 2022-01-21 2022-01-21 Precast beam board end template reinforcing apparatus

Publications (1)

Publication Number Publication Date
CN216914262U true CN216914262U (en) 2022-07-08

Family

ID=82263275

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202220167770.5U Expired - Fee Related CN216914262U (en) 2022-01-21 2022-01-21 Precast beam board end template reinforcing apparatus

Country Status (1)

Country Link
CN (1) CN216914262U (en)

Similar Documents

Publication Publication Date Title
CN110747744A (en) Positioning method of corrugated steel web and bidirectional adjusting and positioning device adopted by same
CN211396591U (en) Concrete shear wall root reinforcing apparatus
CN117124438A (en) Prefabricated component mould
CN216914262U (en) Precast beam board end template reinforcing apparatus
CN214940390U (en) Template for pouring full-package concrete of pipeline
CN211640368U (en) Hollow slab template suitable for ultra-wide pedestal
CN211947965U (en) Cast-in-situ continuous box girder internal mold
CN208343122U (en) A kind of adjustable universal precast stair template
CN217454341U (en) Mould for manufacturing section steel joint precast beam
CN214026239U (en) Adjustable side form device of prefabricated boundary beam pterygoid lamina
CN112627510A (en) Structural deformation joint synchronous construction formwork reinforcing device and construction method
CN218375393U (en) Superimposed sheet installation check structure of taking one's place
CN209794066U (en) Prefabricated component disassembly-free assembling die
CN111636678A (en) Manufacturing method of detachable toilet hanging mold supporting tool
CN218479548U (en) Assembled side form reinforcing fastener
CN216839484U (en) Adjustable integral concrete support template
CN219753985U (en) Adjustable strenghthened type channel-section steel column hoop
CN219509174U (en) Adjustable bare concrete independent column subsection casting protective layer control clamp
CN215978462U (en) Can promote general trompil template of aluminium mould
CN220741579U (en) Auxiliary device is fixed to prefabricated case Liang Chiban
CN220225415U (en) Positioning device for controlling position of contact net support column
CN218948026U (en) Fixing device of prefabricated T roof beam reinforcing bar fetal membrane frame
CN219343707U (en) Steel truss floor carrier plate compensation device
CN217580198U (en) Concrete structure unilateral template structure with narrow distance from support pile
CN215444630U (en) T-shaped section bar installation auxiliary tool

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: 20220708