CN204531402U - Flexible reinforcing system of concrete column template - Google Patents
Flexible reinforcing system of concrete column template Download PDFInfo
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- CN204531402U CN204531402U CN201520226320.9U CN201520226320U CN204531402U CN 204531402 U CN204531402 U CN 204531402U CN 201520226320 U CN201520226320 U CN 201520226320U CN 204531402 U CN204531402 U CN 204531402U
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- strenthening member
- concrete column
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- 230000003014 reinforcing effect Effects 0.000 title description 4
- 229910000831 Steel Inorganic materials 0.000 claims description 34
- 239000010959 steel Substances 0.000 claims description 34
- 239000000758 substrate Substances 0.000 claims description 16
- 230000002787 reinforcement Effects 0.000 abstract description 7
- 238000010276 construction Methods 0.000 abstract description 4
- 238000010586 diagram Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000008447 perception Effects 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000005056 compaction Methods 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The utility model discloses a flexible reinforcerment system of concrete column template, include the flexible reinforcement member of multichannel template that parallel interval set up on the lateral wall of concrete column template, the flexible reinforcement member of per pass template includes two pairs of template flexible reinforcement members, and every pair of template flexible reinforcement member includes two template flexible reinforcement members, wait to establish on the lateral wall of two relative concrete column templates respectively, and every pair of template flexible reinforcement member between tighten up the back through two pull bolts at both ends and carry concrete column template. The utility model discloses equipment is simple, and the construction of being convenient for improves the concrete placement impression, makes the concrete placement more closely knit, practices thrift timber.
Description
Technical field
The utility model relates to a kind of flexible hardened system of concrete column template.
Background technology
At present, concrete column template many employings wooden boards, flitch back cord, keel shoe and split bolt, belong to rigidity and reinforce.This kind reinforces complex operation, and assembled difficulty, distribution of force is unreasonable, easily causes pouring concrete to occur the quality problems such as spillage, swollen mould.Because split bolt is through the concrete column of having built, have a strong impact on concrete column perception.And adopt the waste timber such as flitch back cord, be unfavorable for closed matereial cycle.Conventional rigid is reinforced, and because formwork-strengthening system rigidity is large, easily forms bubble etc., is unfavorable for concrete compaction, affects pouring concrete quality.
Utility model content
The purpose of this utility model adopts rigidity reinforcing mode complex operation for solving current concrete column template, and easy spillage is swollen mould also forms bubble, affects the technical problem of pouring concrete quality.
In order to solve the problems of the technologies described above, the utility model provides a kind of flexible hardened system of concrete column template, the horizontal section of described concrete column is square, the flexible strenthening member of the multiple tracks template that on the lateral wall being included in described concrete column template, parallel interval is arranged, the flexible strenthening member of per pass template comprises the flexible strenthening member of two pairs of templates, often pair of flexible strenthening member of template comprises the flexible strenthening member of two templates, respectively on the contour lateral wall being located at two relative block concrete column templates; In the flexible strenthening member of per pass template, wherein the flexible strenthening member of a pair template staggers upper and lower with another the flexible strenthening member of template and is close to and arranges, and clamps described concrete column template after being tightened up between the strenthening member of often pair of template flexibility by two split bolts at two ends;
The flexible strenthening member of each described template comprises backform steel plate in the middle part of substrate, strenthening member keel, post, post limit backform steel plate and high strong spring, in the middle part of post, backform steel plate is positioned at the middle part of the flexible strenthening member of template, two pieces of strenthening member keel lay respectively at the both sides of backform steel plate in the middle part of post, two pieces of substrates are positioned at the flexible strenthening member end of template and are connected with strenthening member keel, two blocks of post limit backform steel plates are connected to substrate respectively by high strong spring, and in the middle part of post, backform steel plate place plane gives prominence to substrate place plane certain distance;
Along with tightening up of described split bolt, in the middle part of described post, backform steel plate presses closer in the middle part of column template lateral wall, and two blocks of post limit backform steel plates press closer at column template lateral wall edge after being compressed by high strong spring.
Further, described split bolt two ends are connected with the flexible strenthening member of pad and described template by cushion block.
Further, the flexible strenthening member of described together template of bottom is less than or equal to 200mm bottom described concrete column template.
Further, the high strong spring on substrate described in every block be one or be arranged side by side two or more.
The utility model has the following advantages relative to existing concrete column template rigidity reinforcing mode:
(1) equipment is simple, constructability, and improve pouring concrete perception: the hardened system that the utility model provides, only there is split bolt at equipment two ends, save middle Screw arbor with nut at both-ends and back cord flitch, reasonable stress, handled easily, improves pouring concrete and sees.
(2) utilize high strong spring, form flexible reinforcement system: the utility model provides a kind of hardened system be made up of high-strength spring, when pouring concrete, spring plays flexibility and allows pressure effect, interacts, make pouring concrete more closely knit with electromagnetic shaker.
(3) utilize steel plate bed course, save back cord flitch, save timber: the utility model provides steel plate bed course, and namely backform steel plate and post limit backform steel plate in the middle part of post, repeatedly can reuse, save back cord flitch, save timber.
Accompanying drawing explanation
Fig. 1 is the three-dimensional structure diagram of template flexible hardened system reinforced column template;
Fig. 2 is the top view of Fig. 1;
Fig. 3 is the flexible strenthening member structural representation of template.
In figure: 1 concrete column template; The flexible strenthening member of 2 templates; 201 strenthening member keel; Backform steel plate in the middle part of 202 posts; 203 post limit backform steel plates; 204 high strong springs; 205 substrates; 3 split bolts; 301 split bolt cushion blocks; 302 split bolt pads; 4 concrete columns.
Detailed description of the invention
In conjunction with the accompanying drawings and embodiments the utility model is described in further detail now.These accompanying drawings are the schematic diagram of simplification, only basic structure of the present utility model are described in a schematic way, and therefore it only shows the formation relevant with the utility model, and it should not be construed as restriction of the present utility model.
As Figure 1-3, the flexible hardened system of concrete column template of the present utility model is used for the pouring construction that horizontal section is foursquare concrete column, the flexible strenthening member 2 of the multiple tracks template that on the lateral wall being included in concrete column template 1, parallel interval is arranged, wherein the flexible strenthening member 2 of one template of bottom is apart from 200mm bottom concrete column template 1.The flexible strenthening member 2 of per pass template comprises the flexible strenthening member 2 of two pairs of templates, and often pair of flexible strenthening member 2 of template comprises the flexible strenthening member 2 of two templates, respectively on the contour lateral wall being located at two relative block concrete column templates 1, in the flexible strenthening member 2 of per pass template, wherein the flexible strenthening member 2 of a pair template staggers upper and lower with another the flexible strenthening member 2 of template and is close to and arranges, clamp concrete column template 1 after being tightened up by two split bolts 3 at two ends between often pair of flexible strenthening member 2 of template, split bolt 3 two ends are connected with the flexible strenthening member 2 of pad 302 and template by cushion block 301, the flexible strenthening member 2 of each template comprises substrate 205, strenthening member keel 201, backform steel plate 202 in the middle part of post, post limit backform steel plate 203 and high strong spring 204, in the middle part of post, backform steel plate 202 is positioned at the middle part of the flexible strenthening member 2 of template, two pieces of strenthening member keel 201 lay respectively at the both sides of backform steel plate 202 in the middle part of post, two pieces of substrates 205 are positioned at flexible strenthening member 2 end of template and are connected with strenthening member keel 201, two blocks of post limit backform steel plates 203 are connected to substrate 205 respectively by high strong spring 204, high strong spring 204 on every block substrate 205 be one or be arranged side by side two or more, in the middle part of post, backform steel plate 202 place plane gives prominence to substrate 205 place plane certain distance, namely in the middle part of post backform steel plate 202 near concrete column template 1, be convenient to backform steel plate 202 in the middle part of post and withstand concrete column template 1, along with tightening up of split bolt 3, in the middle part of post, backform steel plate 202 presses closer in the middle part of column template 1 lateral wall, and two blocks of post limit backform steel plates 203 press closer at column template 1 lateral wall edge after being compressed by high strong spring 204.
The construction method of concrete column of the present utility model is used for the pouring construction that horizontal section is foursquare concrete column, comprises the steps:
(1) in the post surrounding of the good reinforcing bar of colligation, outside steel bar column, a distance installs concrete column template 1, and this distance is the thickness of protection tier of concreting;
(2) the flexible hardened system of above-mentioned concrete column template is adopted to reinforce column template 1, until column template 1 top;
(3) adopt conventional method to steel bar column fluid concrete, and vibrate with electromagnetic shaker;
(4) the flexible hardened system of dismantling concrete column template and column template 1 when concrete reaches some strength.
With above-mentioned according to desirable embodiment of the present utility model for enlightenment, by above-mentioned description, relevant staff in the scope not departing from this utility model technological thought, can carry out various change and amendment completely.The technical scope of this utility model is not limited to the content on manual, must determine its technical scope according to right.
Claims (4)
1. the flexible hardened system of concrete column template, the horizontal section of described concrete column is square, it is characterized in that, the flexible strenthening member of the multiple tracks template that on the lateral wall being included in described concrete column template, parallel interval is arranged, the flexible strenthening member of per pass template comprises the flexible strenthening member of two pairs of templates, often pair of flexible strenthening member of template comprises the flexible strenthening member of two templates, respectively on the contour lateral wall being located at two relative block concrete column templates; In the flexible strenthening member of per pass template, wherein the flexible strenthening member of a pair template staggers upper and lower with another the flexible strenthening member of template and is close to and arranges, and clamps described concrete column template after being tightened up between the strenthening member of often pair of template flexibility by two split bolts at two ends;
The flexible strenthening member of each described template comprises backform steel plate in the middle part of substrate, strenthening member keel, post, post limit backform steel plate and high strong spring, in the middle part of post, backform steel plate is positioned at the middle part of the flexible strenthening member of template, two pieces of strenthening member keel lay respectively at the both sides of backform steel plate in the middle part of post, two pieces of substrates are positioned at the flexible strenthening member end of template and are connected with strenthening member keel, two blocks of post limit backform steel plates are connected to substrate respectively by high strong spring, and in the middle part of post, backform steel plate place plane gives prominence to substrate place plane certain distance;
Along with tightening up of described split bolt, in the middle part of described post, backform steel plate presses closer in the middle part of column template lateral wall, and two blocks of post limit backform steel plates press closer at column template lateral wall edge after being compressed by high strong spring.
2. the flexible hardened system of concrete column template according to claim 1, is characterized in that, described split bolt two ends are connected with the flexible strenthening member of pad and described template by cushion block.
3. the flexible hardened system of concrete column template according to claim 1 and 2, is characterized in that, the flexible strenthening member of described together template of bottom is less than or equal to 200mm bottom described concrete column template.
4. the flexible hardened system of concrete column template according to claim 1 and 2, is characterized in that, the high strong spring on substrate described in every block be one or be arranged side by side two or more.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520226320.9U CN204531402U (en) | 2015-04-15 | 2015-04-15 | Flexible reinforcing system of concrete column template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520226320.9U CN204531402U (en) | 2015-04-15 | 2015-04-15 | Flexible reinforcing system of concrete column template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204531402U true CN204531402U (en) | 2015-08-05 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520226320.9U Withdrawn - After Issue CN204531402U (en) | 2015-04-15 | 2015-04-15 | Flexible reinforcing system of concrete column template |
Country Status (1)
| Country | Link |
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| CN (1) | CN204531402U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104790659A (en) * | 2015-04-15 | 2015-07-22 | 中国建筑第二工程局有限公司 | Flexible reinforcing system of concrete column template and construction method of concrete column |
| CN111706072A (en) * | 2020-05-27 | 2020-09-25 | 江苏省建筑工程集团有限公司 | A hang mould instrument that is used for cast-in-place slab band template of prefabricated coincide floor of assembled |
-
2015
- 2015-04-15 CN CN201520226320.9U patent/CN204531402U/en not_active Withdrawn - After Issue
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104790659A (en) * | 2015-04-15 | 2015-07-22 | 中国建筑第二工程局有限公司 | Flexible reinforcing system of concrete column template and construction method of concrete column |
| CN111706072A (en) * | 2020-05-27 | 2020-09-25 | 江苏省建筑工程集团有限公司 | A hang mould instrument that is used for cast-in-place slab band template of prefabricated coincide floor of assembled |
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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: 20150805 Effective date of abandoning: 20160921 |
|
| C25 | Abandonment of patent right or utility model to avoid double patenting |