CN201738570U - Large wall template - Google Patents

Large wall template Download PDF

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Publication number
CN201738570U
CN201738570U CN 201020244810 CN201020244810U CN201738570U CN 201738570 U CN201738570 U CN 201738570U CN 201020244810 CN201020244810 CN 201020244810 CN 201020244810 U CN201020244810 U CN 201020244810U CN 201738570 U CN201738570 U CN 201738570U
Authority
CN
China
Prior art keywords
tie rod
template
rod hole
pull bar
rod holes
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 201020244810
Other languages
Chinese (zh)
Inventor
张磊磊
丁健
魏庆平
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 Nuclear Industry Huaxing Construction Co Ltd
Original Assignee
China Nuclear Industry Huaxing Construction 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 China Nuclear Industry Huaxing Construction Co Ltd filed Critical China Nuclear Industry Huaxing Construction Co Ltd
Priority to CN 201020244810 priority Critical patent/CN201738570U/en
Application granted granted Critical
Publication of CN201738570U publication Critical patent/CN201738570U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model provides a large wall template belonging to the technical field of wall template construction, and aims to solve the problems that the construction process is influenced, the service life of the template is shortened and grout leakage is easy to occur because re-tapping is required when the conventional template encounters obstruction during framework erection. The large wall template comprises a template body with an annular tie rod hole formed thereon, a plurality of accessory tie rod holes with identical pore diameters to those of the tie rod holes are formed on the peripheries of the tie rod holes, circular platform-shaped tie rod hole plugs are arranged at the tie rod holes and the accessory tie rod holes and can seal the tie rod holes and the accessory tie rod holes, the diameters of plug heads are slightly smaller than the pore diameters of the tie rod holes, the diameters of the plug tails are slightly larger than the pore diameters of the tie rod holes, and the thickness of each tie rod hole plug is equivalent to that of the template body. When the large wall template is use for framework erection, if high-strength tie rods encounter bar reinforcements, the accessory tie rod holes at the periphery are chosen for use while other holes are sealed by the tie rod hole plugs, so that the on-site installation speed of the large wall template is remarkably increased, the service life is prolonged, and the grout leakage prevention effect is obvious.

Description

A kind of great wall template
Technical field
The utility model relates to a kind of building form, relates in particular to a kind of great wall template, belongs to the wall form technical field of construction.
Background technology
The construction technology of concrete wall is that the reinforcing bar with body of wall ties earlier, in body of wall reinforcing bar two edge-on good templates, for improving wall leveling degree and accelerating construction progress, uses great wall template more and more.Between the great wall template of body of wall both sides, be connected and fixed, need offer a plurality of tie rod holes on the great wall template and pass through for each high strength pull bar by the high strength pull bar.In order to prolong the life-span that the great wall template turnover is used, before wall construction, tie rod hole is processed according to the spacing of design by the carpentry shop.
When great wall template installs fixedly at the scene, often run into that high strength pull bar and body of wall reinforcement location overlap and the situation of colliding, especially at the body of wall built-in fitting for a long time, the high strength pull bar can not more by the situation that former allocation passes through be seen more.Present way is to reopen new tie rod hole on great wall template, adjusts the position of high strength pull bar, and tie rod hole originally adopts sponge strip to be rolled into and involves in capable shutoff.Again perforate need be dismantled template and caused and do over again, and will certainly slow down the progress that great wall template installs; As carry out on-the-spot perforate, and then damage template easily, shorten the application life of template.In addition, can cause to a certain degree spillage with the no tie rod hole of sponge strip shutoff, and the planeness after influencing body of wall and building.
The utility model content
For overcoming problems of the prior art, the utility model proposes a kind of great wall template, can avoid at the scene perforate again, accelerate the progress that installs of great wall template, and the tie rod hole shutoff is reliable, quick and easy.
For solving above technical problem, a kind of great wall template provided by the utility model, comprise the template body, described template body is provided with circular tie rod hole, be provided with the secondary hole of a plurality of pull bars identical with the aperture of described tie rod hole around the described tie rod hole, place, the secondary hole of described tie rod hole and described pull bar is equipped with the pull bar stopple with its shutoff.
With respect to prior art, the utility model has been obtained following beneficial effect: be provided with the secondary hole of the identical pull bar in a plurality of apertures around the tie rod hole, when set tie rod hole runs into obstacle and can not use, can use the secondary hole of tie rod hole pull bar on every side, with all the other untapped tie rod holes of pull bar stopple shutoff or the secondary hole of pull bar, avoided the operation of doing over again of dismounting template, or the scene again perforate damage template, improved the formwork erection speed of great wall template; Reduce the random boring on great wall template, prolonged the turnover application life of large form; Adopt supporting pull bar stopple plugging hole hole, shutoff is reliable, quick and easy, can effectively prevent spillage, and impression is good after this place's concreting.
As preferred version of the present utility model, described pull bar stopple is round table-like, one end is a chock plug, the other end is the plug tail, the diameter of described chock plug is slightly less than the aperture of described tie rod hole, the slightly larger in diameter of described plug tail is in the aperture of described tie rod hole, and the thickness of the thickness of described pull bar stopple and described template body is suitable.Chock plug is little, and the plug tail is convenient to fill in tie rod hole greatly and shutoff is tight, and the thickness of pull bar stopple is suitable with the thickness of template body, makes the template surface maintenance after the shutoff smooth, and the impression after the concreting is good.
As preferred version of the present utility model, the secondary hole of described pull bar is distributed in the left and right sides of described tie rod hole respectively.The secondary hole of pull bar lays respectively at the left and right sides of tie rod hole, is convenient to avoid vertical stud.
As preferred version of the present utility model, the secondary hole of described pull bar each side is provided with two that spacing equates described tie rod hole.Because vertical reinforcement mostly is equidistant setting greatly, when tie rod hole runs into reinforcing bar or built-in fitting, the secondary hole of two pull bars of its left and right sides can guarantee wherein have can avoid an obstacle substantially, avoids opening around tie rod hole the secondary hole of too much pull bar, influences the application life of template.
As preferred version of the present utility model, the secondary hole of described pull bar is distributed in the both sides up and down of described tie rod hole respectively.The secondary hole of pull bar lays respectively at the both sides up and down of tie rod hole, is convenient to avoid horizontal reinforcing bar.
As preferred version of the present utility model, the secondary hole of described pull bar respectively is provided with two that spacing equates in the both sides up and down of described tie rod hole.In like manner, because transverse reinforcement mostly is equidistant setting greatly, when tie rod hole ran into reinforcing bar or built-in fitting, it can guarantee wherein have can avoid an obstacle in secondary hole of two pull bars of both sides up and down substantially, avoid around tie rod hole, opening the secondary hole of too much pull bar, influence the application life of template.
Description of drawings
Below in conjunction with accompanying drawing the utility model is further described.
Fig. 1 is the perforate schematic diagram of a kind of embodiment of the utility model great wall template.
Fig. 2 for Fig. 1 in tie rod hole or the enlarged drawing of the pull bar stopple that matches of the secondary hole of pull bar.
Among the figure: 1 template body, 1a tie rod hole, the secondary hole of 1b pull bar, 2 pull bar stopples, 2a chock plug, 2b fill in tail.
The specific embodiment
Great wall template of the present utility model, comprise template body 1, template body 1 is provided with circular tie rod hole 1a, is provided with the secondary hole 1b of a plurality of pull bars identical with the aperture of tie rod hole around the tie rod hole 1a, and 1b place, the secondary hole of tie rod hole 1a and pull bar is equipped with the pull bar stopple 2 with its shutoff.For avoiding vertical stud, the secondary hole 1b of pull bar can be distributed in the left and right sides of tie rod hole respectively; For avoiding horizontal reinforcing bar, the secondary hole 1b of pull bar can be distributed in the both sides up and down of tie rod hole respectively.
Figure 1 shows that a kind of embodiment of the present utility model, respectively set up the secondary hole 1b of two pull bars in the both sides of the horizontal direction of the tie rod hole 1a of each design, amount to 5 holes, these 5 holes are arranged by certain spacing, are guaranteed to avoid the body of wall reinforcing bar.
As shown in Figure 2, pull bar stopple 2 is round table-like, one end is chock plug 2a, the other end is plug tail 2b, the diameter of chock plug 2a is slightly less than the aperture of tie rod hole 1a, the slightly larger in diameter of plug tail 2b is in the aperture of tie rod hole 1a, and the thickness of the thickness of pull bar stopple 2 and template body is suitable, and pull bar stopple 2 adopts elastomeric material.
When great wall template installed at the scene, the high strength pull bar can not pass middle tie rod hole 1a if run into reinforcing bar, then selected the secondary hole 1b of pull bar of the left and right sides, at last no hole was carried out shutoff with pull bar stopple 2.Can significantly improve the speed that great wall template is installed at the scene, can prolong the turnover application life of great wall template, and anti-spillage effect is remarkable.
In addition to the implementation, the utility model can also have other embodiments.All employings are equal to the technical scheme of replacement or equivalent transformation formation, all fall into the protection domain of the utility model requirement.

Claims (6)

1. great wall template, comprise the template body, described template body is provided with circular tie rod hole, it is characterized in that, be provided with the secondary hole of a plurality of pull bars identical with the aperture of described tie rod hole around the described tie rod hole, place, the secondary hole of described tie rod hole and described pull bar is equipped with the pull bar stopple with its shutoff.
2. a kind of great wall template according to claim 1, it is characterized in that, described pull bar stopple is round table-like, one end is a chock plug, the other end is the plug tail, the diameter of described chock plug is slightly less than the aperture of described tie rod hole, and the slightly larger in diameter of described plug tail is in the aperture of described tie rod hole, and the thickness of the thickness of described pull bar stopple and described template body is suitable.
3. a kind of great wall template according to claim 1 and 2 is characterized in that, the secondary hole of described pull bar is distributed in the left and right sides of described tie rod hole respectively.
4. a kind of great wall template according to claim 3 is characterized in that, the secondary hole of described pull bar each side is provided with two that spacing equates described tie rod hole.
5. a kind of great wall template according to claim 1 and 2 is characterized in that, the secondary hole of described pull bar is distributed in the both sides up and down of described tie rod hole respectively.
6. a kind of great wall template according to claim 5 is characterized in that, the secondary hole of described pull bar respectively is provided with two that spacing equates in the both sides up and down of described tie rod hole.
CN 201020244810 2010-07-02 2010-07-02 Large wall template Expired - Fee Related CN201738570U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201020244810 CN201738570U (en) 2010-07-02 2010-07-02 Large wall template

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201020244810 CN201738570U (en) 2010-07-02 2010-07-02 Large wall template

Publications (1)

Publication Number Publication Date
CN201738570U true CN201738570U (en) 2011-02-09

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ID=43553848

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201020244810 Expired - Fee Related CN201738570U (en) 2010-07-02 2010-07-02 Large wall template

Country Status (1)

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CN (1) CN201738570U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108756142A (en) * 2018-05-23 2018-11-06 江苏无锡二建建设集团有限公司 The construction method of large-area concrete terrace

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108756142A (en) * 2018-05-23 2018-11-06 江苏无锡二建建设集团有限公司 The construction method of large-area concrete terrace
CN108756142B (en) * 2018-05-23 2020-04-07 江苏无锡二建建设集团有限公司 Construction method of large-area concrete terrace

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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: 20110209

Termination date: 20190702