CN205476472U - Building template - Google Patents
Building template Download PDFInfo
- Publication number
- CN205476472U CN205476472U CN201620039947.8U CN201620039947U CN205476472U CN 205476472 U CN205476472 U CN 205476472U CN 201620039947 U CN201620039947 U CN 201620039947U CN 205476472 U CN205476472 U CN 205476472U
- Authority
- CN
- China
- Prior art keywords
- channel
- pull bar
- section steel
- base plate
- template
- 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.)
- Withdrawn - After Issue
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Abstract
The utility model provides a building template, including prefabricated pouring template and at least a pair of channel -section steel, prefabricated pouring template includes the bottom plate and sets up at least one pull rod on the bottom plate, bottom plate and pull rod mutually perpendicular, whenever, set up back -to -back the channel -section steel, every to the channel -section steel with all reserve the interval between concrete slab's the bottom plate, the pull rod passes between the channel -section steel that sets up back -to -back. The utility model provides a building template conveniently carries out narrow space reservation hole template and sets up the construction to can guarantee the concrete quality behind the construction operation, effectively solve the workman and carry out the template set up produced problem in the high narrow space less than a meter.
Description
Technical field
This utility model relates to a kind of building form.
Background technology
In construction, some holes are needed to carry out vertical transport goods, if being no longer necessary to vertical transport goods, then need to reclose these holes, for some holes, need to use form bracing system to construct, to be supported at hole, common templates support system can be implemented to be to need certain working space, and want that template can remain material effectively and carry out reclaiming cleaning.For the height hole less than 1 meter, operating personnel cannot carry out template and set up in entering, then need to use a kind of novel pre-cast building template to set up system and carry out setting up casting concrete.
Utility model content
Based on above not enough, the technical problems to be solved in the utility model is to provide a kind of building form, conveniently carry out narrow space hole to be provided template erection construction, and can guarantee that the concrete quality after construction operation, effectively solve workman and in the height narrow space less than a meter, carry out template set up produced problem.
In order to solve above technical problem, this utility model have employed techniques below scheme:
A kind of building form, including prefabricated cast template and at least one pair of channel-section steel, described prefabricated cast template includes base plate and at least one pull bar being arranged on described base plate, described base plate and pull bar are mutually perpendicular to, the described back-to-back setting of every pair of channel-section steel, all reserving spacing between described every pair of channel-section steel and the base plate of described concrete slab, described pull bar is through the channel-section steel of described back-to-back setting.
Described base plate includes double layer bar and steel plate, and described Plate Welding is on the end muscle of described double layer bar, and described pull bar is welded on described steel plate.
Concrete is poured into a mould between the double layer bar of described base plate.
Described base plate is steel plate, described steel plate is offered porose, and described pull bar is through described hole and stretches out, and the part of the both sides that described pull bar is positioned at described steel plate is locked by nut；Or described base plate is steel plate, described steel plate is offered porose, described pull bar one end fixed installation plate, the other end stretches out from channel-section steel through the hole on steel plate, and pull bar is stretched out the part of channel-section steel and locked by nut.
Using above technical scheme, this utility model achieves techniques below effect:
(1) building form that this utility model provides, targetedly narrow mezzanine space can be carried out template to set up, convenient construction operation, and can guarantee that the concrete quality after construction operation, effectively solve workman and in the height narrow space less than a meter, carry out template set up produced problem.
Accompanying drawing explanation
Fig. 1 is the mounting structure figure of this utility model building form；
Fig. 2 is the structure chart of this utility model building form, and cast template is reinforced concrete structure；
Fig. 3 is the structure chart of this utility model building form, and cast template is steel construction；
Detailed description of the invention
This utility model provides a kind of building form erection method, for reserved opening carries out sealing construction.As shown in Figure 1-Figure 3, and as a example by 150mm thickness floor, when carrying out building form and setting up, comprise the following steps:
(1) prefabricated long 1900mm, wide 550mm, the cast template 1 of thick 50mm, described prefabricated cast template is embedded with pull bar 12；
(2) by channel-section steel 2 back-to-back across at reserved opening；
(3) by the pull bar 12 of prefabricated cast template through the back-to-back channel-section steel 2 set up, form a whole after fastening；Specifically, passed in the middle of two channel-section steels 2 by the pull bar on prefabricated cast template, regulate prefabricated cast template to the distance of channel-section steel until concrete floor to be poured reaches preset thickness, with nut 3, pull bar is locked with channel-section steel；
(4) on prefabricated cast template, casting concrete, to floor slab tops absolute altitude, makes concrete strength meet design form removal requirement；
(5) pull bar exposing floor is excised, remove channel-section steel.
Wherein, cast template can be reinforced concrete structure, it is also possible to for steel plate structure, see Fig. 2, and the making of the cast template of reinforced concrete structure specifically includes following steps:
(11) making bar-mat reinforcement 111, bar-mat reinforcement is double layer bar；
(12) steel plate 112 is welded on the face of end muscle of bar-mat reinforcement 111；
(13) being vertically welded in by pull bar 12 on described steel plate 112, for long 1900mm, wide 550mm, the armoured concrete slab of thick 50mm, need to preset 4 pull bars, pull bar is uniformly distributed；
(14) template is set around bar-mat reinforcement, casting concrete in template, form the prefabricated cast template of 50mm thickness.
Seeing Fig. 3, the making of the cast template of steel plate structure comprises the following steps:
(11) hole on steel plate 11；
(12) by pull bar 12 through described hole, with nut, the part that pull bar 12 is positioned at below steel plate 11 is tightened, then with nut, pull bar is positioned at the part above floor and tightens；Plate can also be fixedly mounted in pull bar 12 one end, then by pull bar 12 other end through the hole on steel plate, then with nut, pull bar is positioned at the part above channel-section steel and tighten.
As shown in Figure 1-Figure 3, this utility model additionally provides a kind of building form, it includes prefabricated cast template 1 and at least one pair of channel-section steel 2, prefabricated cast template 1 includes base plate 11 and at least one pull bar 12 being arranged on base plate 11, base plate 11 and pull bar 12 are mutually perpendicular to, every pair of channel-section steel 2 is arranged back-to-back, reserved spacing between every pair of channel-section steel 2 and the base plate 11 of prefabricated cast template 1, and pull bar 12 is through the channel-section steel of setting back-to-back.
Base plate 11 includes double layer bar 111 and steel plate 112, and steel plate 112 is welded on the end muscle of double layer bar 111, and pull bar 12 is welded on described steel plate 112.Concrete is poured into a mould between the double layer bar 111 of base plate 11.Seeing Fig. 3, base plate 11 can also be steel plate, described steel plate is offered porose, and described pull bar is through described hole and stretches out, and the part of the both sides that described pull bar is positioned at described steel plate is locked by nut；Can also fixedly mount plate in pull bar one end, the pull bar other end stretches out through the hole on steel plate, and pull bar is stretched out the part of channel-section steel and locked by nut.
Last it is noted that these are only preferred embodiment of the present utility model; it is not limited to this utility model; although this utility model being described in detail with reference to embodiment; for a person skilled in the art; technical scheme described in foregoing embodiments still can be modified by it; or wherein portion of techniques feature is carried out equivalent; but it is all within spirit of the present utility model and principle; the any modification, equivalent substitution and improvement etc. made, within should be included in protection domain of the present utility model.
Claims (4)
1. a building form, it is characterized in that: include prefabricated cast template and at least one pair of channel-section steel, described prefabricated cast template includes base plate and at least one pull bar being arranged on described base plate, described base plate and pull bar are mutually perpendicular to, the described back-to-back setting of every pair of channel-section steel, all reserving spacing between the base plate of described every pair of channel-section steel and described prefabricated cast template, described pull bar is through the channel-section steel of described back-to-back setting.
Building form the most according to claim 1, it is characterised in that: described base plate includes double layer bar and steel plate, and described Plate Welding is on the end muscle of described double layer bar, and described pull bar is welded on described steel plate.
Building form the most according to claim 2, it is characterised in that: pour into a mould concrete between the double layer bar of described base plate.
Building form the most according to claim 1, it is characterised in that: described base plate is steel plate, described steel plate is offered porose, and described pull bar is through described hole and stretches out, and the part of the both sides that described pull bar is positioned at described steel plate is locked by nut；Or described base plate is steel plate, described steel plate is offered porose, described pull bar one end fixed installation plate, the other end stretches out from channel-section steel through the hole on steel plate, and pull bar is stretched out the part of channel-section steel and locked by nut.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620039947.8U CN205476472U (en) | 2016-01-15 | 2016-01-15 | Building template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620039947.8U CN205476472U (en) | 2016-01-15 | 2016-01-15 | Building template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205476472U true CN205476472U (en) | 2016-08-17 |
Family
ID=56669408
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620039947.8U Withdrawn - After Issue CN205476472U (en) | 2016-01-15 | 2016-01-15 | Building template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205476472U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105672653A (en) * | 2016-01-15 | 2016-06-15 | 广州市第二建筑工程有限公司 | Method for erecting building formwork and building formwork |
-
2016
- 2016-01-15 CN CN201620039947.8U patent/CN205476472U/en not_active Withdrawn - After Issue
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105672653A (en) * | 2016-01-15 | 2016-06-15 | 广州市第二建筑工程有限公司 | Method for erecting building formwork and building formwork |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20160817 Effective date of abandoning: 20180112 |
|
| AV01 | Patent right actively abandoned |