CN203050109U - Limiting structure of vertical concrete member template - Google Patents

Limiting structure of vertical concrete member template Download PDF

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Publication number
CN203050109U
CN203050109U CN2013200037134U CN201320003713U CN203050109U CN 203050109 U CN203050109 U CN 203050109U CN 2013200037134 U CN2013200037134 U CN 2013200037134U CN 201320003713 U CN201320003713 U CN 201320003713U CN 203050109 U CN203050109 U CN 203050109U
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CN
China
Prior art keywords
template
limiting
vertical concrete
spacing
vertical
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
CN2013200037134U
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Chinese (zh)
Inventor
邱继峰
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.)
Seventh Engineering Co Ltd of China Railway 19th Bureau Group Co Ltd
Original Assignee
Seventh Engineering Co Ltd of China Railway 19th Bureau 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
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Application filed by Seventh Engineering Co Ltd of China Railway 19th Bureau Group Co Ltd filed Critical Seventh Engineering Co Ltd of China Railway 19th Bureau Group Co Ltd
Priority to CN2013200037134U priority Critical patent/CN203050109U/en
Application granted granted Critical
Publication of CN203050109U publication Critical patent/CN203050109U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses a limiting structure of a vertical concrete member template. The limiting structure comprises a first template and a second template. The first template and the second template are perpendicular to a datum plane of a vertical concrete member, and a pouring space of the vertical concrete member and a template fixing device are arranged between the first template and the second template. Limiting parts attached to the inner side surfaces of the bottoms of the first template and the second template are arranged inside the pouring space and are inserted and fixed in the datum plane. Compared with the prior art, according to the limiting structure of the vertical concrete member template, steel bars and steel bar leftovers frequently used in a construction site are utilized for manufacturing or processing the limiting parts in a batch mode in factories, shifting of the bottom of the template can be prevented effectively, measurement steel bars and template reinforcing system materials are saved greatly, and cost is saved. Meanwhile, the limiting structure has the advantages of being safe, reliable, strong in operability and the like, and template system design is optimized under the condition of meeting stress conditions.

Description

A kind of position limiting structure of vertical concrete component template
Technical field
The utility model relates to the civil works technical field, specifically, relates to a kind of template construction installation component, is used for limit, the positioning operation construction of the cast-in-situ concrete construction template of vertical members such as wall, post.
Background technology
Form work engineering is the technology basis of concrete structure moulding, and the control of strengthening form work engineering is the key point that improves the concrete formation quality.During the building construction concrete structure construction, because it is very big as vertical member amounts such as post, walls, traditional vertical concrete component job practices is to use and a large amount of guarantees vertical member and location and spacing as pull bar, row's muscle etc., this method steel use amount is big, the easily displacement of template bottom, concrete pouring quality can not get guaranteeing that the vertical member position can not get guaranteeing.
The utility model content
The purpose of this utility model is the defective at prior art, a kind of easy vertical concrete component template position limiting structure is provided, can effectively prevent the displacement of template bottom, effectively reduce the use of measure reinforcing bar, improve template system stability and concrete pouring quality.
For solving the problems of the technologies described above, the utility model has adopted following technical scheme: the position limiting structure that designs a kind of vertical concrete component template, comprise first template and second template perpendicular to the basal plane of vertical concrete component, the space of building that has vertical concrete component between described first template and second template, be provided with fixing templates between described first template and second template, the described locating part that is provided with the bottom inside face of being close to described first template and second template in the space of building, described locating part insertion also is fixed in described basal plane.
According to position limiting structure of the present utility model, respectively there are a plurality of described locating parts described both sides of building the space, and wherein the spacing of adjacent two locating parts of the same side is 350mm ~ 450mm.
According to position limiting structure of the present utility model, described locating part is spacing rib, and the length of every spacing rib is 8cm ~ 10cm.Preferably, the cross section of described spacing rib is rounded, and its diameter is 8mm ~ 9mm.The degree of depth that described spacing rib inserts described basal plane is 3cm ~ 4cm.Preferably, described spacing rib is spacing reinforcement bar.
Compare with present technology, vertical concrete component template position limiting structure of the present utility model utilizes job site reinforcing bar, reinforcing bar leftover bits and pieces or factory's batch machining locating part commonly used, can effectively prevent the displacement of template bottom, saved the use of measure reinforcing bar and formwork reinforcement system material greatly, save cost, and have characteristics such as safe and reliable, workable, optimized the template system design under the stressed condition satisfying.
Description of drawings
Fig. 1 is the side direction view of template position limiting structure of the present utility model.
Fig. 2 is the A-A sectional view of template position limiting structure shown in Figure 1.
Fig. 3 is the B partial enlarged drawing of Fig. 1.
Fig. 4 is the C partial enlarged drawing of Fig. 2.
The specific embodiment
To describe various embodiment of the present utility model below in detail, embodiment wherein describes in conjunction with the accompanying drawings and hereinafter.Although the utility model will describe in conjunction with illustrative embodiments, be to be understood that the utility model is not limited to these illustrative embodiments.On the contrary, the utility model not only comprises these embodiments, but also comprises various distortion and improvement.
Consult Fig. 1 to Fig. 4, vertical concrete component template position limiting structure of the present utility model comprises first template 1 and second template 2 perpendicular to vertical concrete component basal plane 10, first template 1 and second template 2 are parallel to each other, and are provided with fixing templates between them.This fixing templates comprises the pull bar 3 that passes first template 1 and second template 2, the two ends of pull bar 3 arrange screw thread to cooperate with nut 4, the outside of first template 1 and second template 2 is supported as vertical with the lumps of wood 5, enclose purlin with steel pipe 6 as level, cooperate with nut 4 with butterfly button (mountain word button) 7 then first template 1 and second template 2 are fixed.
What have vertical concrete component (as post, wall etc.) between first template 1 and second template 2 builds space 8, these both sides of building space 8 are provided with a plurality of locating parts of the bottom inside face of being close to first template 1 and second template 2, and every locating part inserts respectively and is fixed in vertical concrete component basal plane 10.In the present embodiment, locating part is the rounded spacing reinforcement bar 9 of cross section, the length L of every spacing reinforcement bar 9 is 8cm ~ 9cm, diameter is 8mm ~ 10mm, the depth D of every spacing reinforcement bar 9 insertion basal planes 10 is 3cm ~ 4cm, the spacing of building adjacent two spacing reinforcement bars 9 of 8 the same sides, space is 350mm ~ 450mm, for example is 400mm.
Concrete work progress is as follows:
1, the processing of spacing reinforcement bar 9: selecting diameter for use is wire rod or the valve snail reinforcing bar of 8mm ~ 10mm, or the reinforcing bar leftover bits and pieces, utilizes bar cropper batch machining length standby for the reinforcement bar of 8cm ~ 9cm; Also can adopt factory's batch machining to become the reinforcement bar of following circle top or wholecircle.If adopt thick and heavy big large form, as set shaped steel formwork etc., through checking computations, can strengthen the diameter of spacing reinforcement bar 9.
2, brill, clear hole: behind the vertical concrete component location survey unwrapping wire, before vertical concrete component template assembly such as post, wall, be parallel to first template 1 and second template 2 with electric drill perpendicular to basal plane 10() boring, make the drilling rod edge be close to vertical concrete component outer edge, hole depth 3cm~4cm, or under the situation of condition and time permission, can carry out spacing reinforcement bar location unwrapping wire.After the boring, with good conditionsi also available blast fan blows hole, clear hole, to guarantee the anchorage length of spacing reinforcement bar 9.
3, erection stage: the spacing reinforcement bar 9 that manually will process is placed to and bores in the good hole, is difficult to lay if run into, and available hand hammer beats spacing reinforcement bar 9 tops; If after spacing reinforcement bar 9 is laid insecure phenomenon is arranged, can adopt in the bar planting glue injection hole and be fixed.
4, examination phase: after the installation, auxilliary check, adjust with verticality and the position deviation of plumb bob to spacing reinforcement bar 9; Carry out template assembly, reinforcing then; After vertical concrete component construction finishes, treat to carry out after the form removal vertical concrete component displacement observation behind the worker.
The results showed, adopt position limiting structure of the present utility model to construct, quality, security incident and hidden danger do not occur, later stage scantling actual measurement tracking effect ideal has been saved construction material and construction cost greatly, has guaranteed architecture quality, and work efficiency is remarkable.
Above-described only is preferred embodiment of the present utility model; should be pointed out that for the person of ordinary skill of the art, under the prerequisite that does not break away from the present utility model design; can also make some distortion and improvement, these all belong to protection domain of the present utility model.

Claims (6)

1. the position limiting structure of a vertical concrete component template, comprise first template and second template perpendicular to the basal plane of vertical concrete component, the space of building that has vertical concrete component between described first template and second template, be provided with fixing templates between described first template and second template, it is characterized in that, the described locating part that is provided with the bottom inside face of being close to described first template and second template in the space of building, described locating part insertion also is fixed in described basal plane.
2. position limiting structure according to claim 1 is characterized in that, respectively there are a plurality of described locating parts described both sides of building the space, and wherein the spacing of adjacent two locating parts of the same side is 350mm ~ 450mm.
3. position limiting structure according to claim 1 and 2 is characterized in that, described locating part is spacing rib, and the length of every spacing rib is 8cm ~ 9cm.
4. position limiting structure according to claim 3 is characterized in that, the cross section of described spacing rib is rounded, and its diameter is 8mm ~ 10mm.
5. position limiting structure according to claim 3 is characterized in that, the degree of depth that described spacing rib inserts described basal plane is 3cm ~ 4cm.
6. position limiting structure according to claim 3 is characterized in that, described spacing rib is spacing reinforcement bar.
CN2013200037134U 2013-01-04 2013-01-04 Limiting structure of vertical concrete member template Expired - Fee Related CN203050109U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2013200037134U CN203050109U (en) 2013-01-04 2013-01-04 Limiting structure of vertical concrete member template

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2013200037134U CN203050109U (en) 2013-01-04 2013-01-04 Limiting structure of vertical concrete member template

Publications (1)

Publication Number Publication Date
CN203050109U true CN203050109U (en) 2013-07-10

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN2013200037134U Expired - Fee Related CN203050109U (en) 2013-01-04 2013-01-04 Limiting structure of vertical concrete member template

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104989102A (en) * 2015-07-06 2015-10-21 江苏南通三建集团有限公司 Improved concrete wall and column construction method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104989102A (en) * 2015-07-06 2015-10-21 江苏南通三建集团有限公司 Improved concrete wall and column construction method
CN104989102B (en) * 2015-07-06 2017-06-23 江苏南通三建集团有限公司 A kind of improved concrete walls, column construction method

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GR01 Patent grant
C14 Grant of patent or utility model
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20130710

Termination date: 20170104

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