CN201818046U - Clamping device of beam structure template - Google Patents
Clamping device of beam structure template Download PDFInfo
- Publication number
- CN201818046U CN201818046U CN2010205789374U CN201020578937U CN201818046U CN 201818046 U CN201818046 U CN 201818046U CN 2010205789374 U CN2010205789374 U CN 2010205789374U CN 201020578937 U CN201020578937 U CN 201020578937U CN 201818046 U CN201818046 U CN 201818046U
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- arm
- perpendicular arm
- girder construction
- transverse
- connector
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Abstract
The utility model provides a clamping device of a beam structure template, which comprises a cross arm, a first vertical arm, a second vertical arm, a first block body and a second block body, wherein the first vertical arm is fixed on the cross beam and extends perpendicular to the cross arm, the second vertical arm is fixed on the cross beam and extends perpendicular to the cross arm, the second arm extends perpendicular to the first vertical arm, and the distance between the opposite outer surfaces of the second vertical arm and the first vertical arm is equal to the sum of the width of the beam structure and the thickness of the beam structure template; the first block body is positioned between the first vertical arm and the second vertical arm and close to the first vertical arm, the first block body is fixed on the cross arm and extends parallel to the first vertical arm, and the space between the first block body and the first vertical arm is equal to or slightly more than the thickness of the beam structure template; and the second block body is positioned between the first vertical arm and the second vertical arm and close to the second vertical arm, the second block body is fixed on the cross arm and extends parallel to the second vertical arm, and the space between the second block body and the second vertical arm is equal to or slightly more than the thickness of the beam structure template.
Description
Technical field
The utility model relates to a kind of building implement, specifically, relates to a kind of clamping device of girder construction template.
Background technology
In building construction process, usually need to water to erect to support or girder constructions such as the grade beam of reinforcement effect, collar tie beam with concrete.Before building these girder constructions, need install the girder construction template to define the scope of building of these girder constructions.Fig. 1 shows the erection method of traditional girder construction template.As shown in Figure 1, in substrate 200, lay bed course 300, Template Location structure 310 is set on bed course 300.Make framework to install girder construction template 500 with steel pipe 400 and fastener (not shown) then, wherein, girder construction template 500 can be by making lumps of wood 500a nail on composite wood board 500b.Perhaps, girder construction template 500 also can be the template of steel.In addition, form diagonal brace 600, support, form in the process of girder construction 700 and outwards collapse watering concrete further to prevent template 500 from two lateral surfaces of girder construction template 500 with steel pipe 600a and timber wedge 600b.
As mentioned above, traditional girder construction template support method is cumbersome, and a large amount of diagonal braces need be set, and the component that relate to when supporting and dismounting supporting are set are more.
Summary of the invention
The purpose of this utility model is to provide a kind of clamping device that is simple and easy to the girder construction template of usefulness, and this device can be saved all transfer efficients of cost, the speed that is provided with of accelerating the beam forms supporting, the use of raising instrument.
To achieve these goals, the utility model provides a kind of clamping device of girder construction template, and it comprises: transverse arm; The first perpendicular arm, the described first perpendicular arm is fixed on the described transverse arm, and extends perpendicular to described transverse arm; The second perpendicular arm, the described second perpendicular arm is fixed on the described transverse arm, and perpendicular to described transverse arm extension, wherein, the described second perpendicular arm is parallel to the described first perpendicular arm and extends, and the distance between the opposed outer surface of the described second perpendicular arm and the described first perpendicular arm equals the width of described girder construction and the thickness sum of described girder construction template; First baffle element, described first baffle element is between the described first perpendicular arm and the described second perpendicular arm and near the described first perpendicular arm, described first baffle element is fixed on the described transverse arm, and be parallel to the described first perpendicular arm and extend, wherein, the spacing between described first baffle element and the described first perpendicular arm is equal to or slightly greater than the thickness of described girder construction template; Second baffle element, described second baffle element is between the described first perpendicular arm and the described second perpendicular arm and near the described second perpendicular arm, described second baffle element is fixed on the described transverse arm, and be parallel to the described second perpendicular arm and extend, wherein, the spacing between described second baffle element and the described second perpendicular arm is equal to or slightly greater than the thickness of described girder construction template.
Preferably, at least one in described transverse arm, the described first perpendicular arm, described second perpendicular arm, described first baffle element and described second baffle element made by one of reinforcing bar, steel bar or steel pipe.
Preferably, the clamping device of girder construction template described in the utility model also comprises: first reinforcing rib, one end are fixed on the distance described first perpendicular nearer end of arm of described transverse arm, and its other end is fixed on the described first perpendicular arm; And second reinforcing rib, the one end is fixed on the distance described second perpendicular nearer end of arm of described transverse arm, and its other end is fixed on the described second perpendicular arm.
Preferably, at least one in described first reinforcing rib and described second reinforcing rib made by one of reinforcing bar, steel bar or steel pipe.
Preferably, the described transverse arm of the clamping device of girder construction template described in the utility model comprises: first transverse arm, the described first perpendicular arm and described first baffle element are fixed on described first transverse arm, and described first baffle element of the distance of described first transverse arm is than being provided with screw thread apart from the described first perpendicular near end of arm; Second transverse arm, the described second perpendicular arm and described second baffle element are fixed on described second transverse arm; The screw thread that described second baffle element of the distance of described second transverse arm is complementary than the described screw thread that is provided with an end of screw thread that is provided with apart from the described second perpendicular near end of arm with described first transverse arm; Wherein, an end that is provided with screw thread of described first transverse arm can be spirally connected directly or indirectly with an end that is provided with screw thread of described second transverse arm, thereby can regulate the total length of described transverse arm.
Preferably, the clamping device of girder construction template described in the utility model also comprises: the first perpendicular arm connector, fix with the free end of the described first perpendicular arm, and its bearing of trend is identical with the bearing of trend of the described first perpendicular arm; And first sleeve pipe, wherein, the internal diameter of described first sleeve pipe equals the diameter of the described first perpendicular arm connector, and the described first perpendicular arm connector make in the permanent position on the free-ended lateral surface of the described first perpendicular arm when described first casing pipe sleeve after on the described first perpendicular arm connector, described first sleeve pipe and the described first perpendicular arm tangent with a plane perpendicular to described transverse arm with the described second perpendicular arm opposed outer surface while; And the second perpendicular arm connector, fix with the free end of the described second perpendicular arm, and its bearing of trend and described second to erect the bearing of trend of arm identical; And second sleeve pipe, wherein, the internal diameter of described second sleeve pipe equals the diameter of the described second perpendicular arm connector, and the described second perpendicular arm connector make in the permanent position on the free-ended lateral surface of the described second perpendicular arm when described second casing pipe sleeve after on the described second perpendicular arm connector, described second sleeve pipe and the described second perpendicular arm tangent with a plane perpendicular to described transverse arm with the described first perpendicular arm opposed outer surface while.
Preferably, the free end of the described first perpendicular arm connector and the second perpendicular arm connector can be respectively and described first sleeve pipe and the removably closely socket of second sleeve pipe.
Preferably, the free end of the described first perpendicular arm connector and the second perpendicular arm connector is provided with screw thread, the inner surface of described first sleeve pipe and second sleeve pipe is respectively equipped with the screw thread that is complementary with the described first perpendicular arm connector and the second free-ended screw thread that erects the arm connector, and the described first perpendicular arm connector and the second perpendicular arm connector can be connected with described first sleeve pipe and second sleeve pipe respectively by being spirally connected.
Description of drawings
Fig. 1 is a sectional view, shows the supporting method of existing girder construction template;
Fig. 2 is the schematic diagram of the described girder construction template of first embodiment of the present utility model clamping device;
Fig. 3 utilizes the described girder construction template of first embodiment of the present utility model clamping device to install the perspective diagram of girder construction template;
Fig. 4 is the schematic diagram of the described girder construction template of second embodiment of the present utility model clamping device;
Fig. 5 is the schematic diagram of the described girder construction template of the 3rd embodiment of the present utility model clamping device.
Specific embodiment
The embodiment of girder construction template clamping device described in the utility model is described below with reference to the accompanying drawings.Those of ordinary skill in the art can recognize, under the situation that does not depart from spirit and scope of the present utility model, can revise described embodiment with various mode.Therefore, accompanying drawing is illustrative with being described in essence, rather than is used to limit the protection domain of claim.In addition, in this manual, accompanying drawing draws not in scale, and identical Reference numeral is represented identical part.
[first embodiment]
Fig. 2 is the schematic diagram of the described girder construction template of first embodiment of the present utility model clamping device.As shown in Figure 2, the described girder construction template of first embodiment of the present utility model clamping device 100 comprises transverse arm 10, first perpendicular arm 21, the second perpendicular arm 22, first baffle element 31, second baffle element 32, first reinforcing rib 41 and second reinforcing rib 42.Transverse arm 10, first perpendicular arm 21, the second perpendicular arm 22, first baffle element 31, second baffle element 32, first reinforcing rib 41 and second reinforcing rib 42 can be made by reinforcing bar or steel pipe.
The first perpendicular arm 21 is by for example being weldingly fixed on the transverse arm 10, and extends perpendicular to transverse arm 10.The second perpendicular arm 22 is by for example being weldingly fixed on the transverse arm 10, and perpendicular to transverse arm 10 extensions, simultaneously, the second perpendicular arm 22 is parallel with the first perpendicular arm 21, and the distance between the opposed outer surface of the second perpendicular arm 22 and the first perpendicular arm 21 equals the width of described girder construction 700 and the thickness sum of described girder construction template 500.
One end of first reinforcing rib 41 is fixed on the nearer end of the perpendicular arm of the distance first of transverse arm 10 21, and its other end then is fixed on the first perpendicular arm 21.One end of second reinforcing rib 42 is fixed on the nearer end of the perpendicular arm of the distance second of transverse arm 10 22, and its other end then is fixed on the second perpendicular arm 22.The effect of first reinforcing rib 41 and second reinforcing rib 42 is to make the first perpendicular arm 21 and the second perpendicular arm 22 in use be difficult for taking place deformation.
Fig. 3 utilizes the described girder construction template of first embodiment of the present utility model clamping device to install the perspective diagram of girder construction template.As shown in Figure 3, when construction, earlier girder construction template 500 is positioned on the bed course 300, transverse arm 10 with described clamping device rides on two relative girder construction templates 500 then, and the flitch 500a in the outside that constitutes template 500 is contacted separately with the first perpendicular arm 21 or the second perpendicular arm 22, the composite wood board 500b of the inboard that constitutes template 500 is contacted with first baffle element 31 or second baffle element 32 separately, thereby template 500 is limited.Note, since first and second baffle elements 31 and 32 respectively and the spacing between the first and second perpendicular arms 21 and 22 can be equal to or slightly greater than the thickness of described girder construction template 500, therefore, template 500 can have very little activity space between first baffle element 31 and the first perpendicular arm 21 and between second baffle element 32 and the second perpendicular arm 22.Like this, even the thickness of girder construction template 500 has some variations, still can use above-mentioned clamping device.But do not influence building of concrete like this, because when building concrete, girder construction template 500 is outwards strutted, thereby be close to the first and second perpendicular arms 21 and 22.In addition, when construction, the resistance to overturning of steel pipe diagonal brace with the maintenance beam can suitably be set along the length direction of girder construction, but compared with prior art, in situation of the present utility model, the use amount of diagonal brace steel pipe is wanted much less.
First embodiment of the present utility model is applicable to that the girder construction for having known width and height customizes in the situation of girder construction template clamping device.
[second embodiment]
When the width of girder construction changes, require first perpendicular arm 21 of above-mentioned girder construction template clamping device and the width-adjustable joint between the second perpendicular arm 22.Below with reference to Fig. 4 the girder construction template clamping device that the described transverse arm of second embodiment of the present utility model is adjustable is described.As shown in Figure 4, the difference of second embodiment of the present utility model and first embodiment is that in the present embodiment, the transverse arm of girder construction template clamping device constitutes by two sections.In addition, other structure in the present embodiment is basically the same as those in the first embodiment, and therefore omits it is carried out the description of repetition.
The transverse arm 10 ' of the described girder construction template of second embodiment of the present utility model clamping device 100 ' comprises first transverse arm 11 and second transverse arm 12.First transverse arm 11 is a steel pipe, and its inner surface is provided with internal thread.The first perpendicular arm 21 and first baffle element 31 are fixed on first transverse arm 11.Second transverse arm 12 is the harness cord bar, and its external surface is provided with the external screw thread that the internal thread with first transverse arm 11 is complementary, and the second perpendicular arm 22 and second baffle element 32 are fixed on second transverse arm 12.An end that is provided with screw thread of first transverse arm 11 can be spirally connected directly or indirectly with an end that is provided with screw thread of second transverse arm 12, thereby can regulate the total length of transverse arm 10 ', to satisfy the requirement of various girder construction width.
[the 3rd embodiment]
When the height of girder construction changes, require the first perpendicular arm 21 of above-mentioned girder construction template clamping device and the adjustable in length of the second perpendicular arm 22.Below with reference to Fig. 5 the 3rd embodiment described first and second perpendicular adjustable girder construction template clamping devices of arm of the present utility model are described.As shown in Figure 5, the difference of the 3rd embodiment of the present utility model and first embodiment is that in the present embodiment, the length of two perpendicular arms of girder construction template clamping device can be regulated.In addition, other structure in the present embodiment is basically the same as those in the first embodiment, and therefore omits it is carried out the description of repetition.
As shown in Figure 5, at the described girder construction template of the 3rd embodiment of the present utility model clamping device 100 " the free end of the first perpendicular arm 21 be fixed with connector 51.Connector 51 is one section straight-bar, and is fixing by for example welding with the free-ended lateral surface of the first perpendicular arm 21, and extends along the direction parallel with the first perpendicular arm 21.The permanent position of connector 51 on the free-ended lateral surface of perpendicular arm 21 makes that the external surface of sleeve pipe 61 can contact with the flitch 500a on the girder construction template 500 after sleeve pipe 61 is enclosed within on the connector 51.Obviously, such position ring circumferencial direction on the lateral surface of perpendicular arm 21 can find two (supposing that the pipe thickness of sleeve pipe 61 is less than the external diameter of perpendicular arm 21).
The internal diameter of sleeve pipe 61 equals the diameter of connector 51, thereby sleeve pipe 61 can be enclosed within on the connector 51 tightly and can take off.The inner surface of the external surface of connector 51 and sleeve pipe 61 also can be provided with the screw thread that is complementary, but also can not establish screw thread, because at described clamping device 100 " in the use, sleeve pipe 61 can be supported by bed course 300.
As mentioned above, the described girder construction template of the 3rd embodiment of the present utility model clamping device 100 " can be used for building of highly different girder constructions.
As mentioned above, girder construction template clamping device described in the utility model can be saved cost, is applicable in the building of girder constructions such as grade beam with various height and width and collar tie beam, can accelerates the speed that is provided with of beam forms supporting and all transfer efficients that the raising instrument uses.
Should be noted that in the utility model those of skill in the art can carry out various improvement, distortion and combination on the basis of the foregoing description, and these improvement, distortion and combination are also all within protection domain of the present utility model.Should be understood that above-mentioned specific descriptions just are used for illustrating the utility model, protection domain of the present utility model is limited by appended claims and equivalent thereof.
Claims (8)
1. the clamping device of a girder construction template is characterized in that, comprising:
Transverse arm;
The first perpendicular arm, the described first perpendicular arm is fixed on the described transverse arm, and extends perpendicular to described transverse arm;
The second perpendicular arm, the described second perpendicular arm is fixed on the described transverse arm, and perpendicular to described transverse arm extension, wherein, the described second perpendicular arm is parallel to the described first perpendicular arm and extends, and the distance between the opposed outer surface of the described second perpendicular arm and the described first perpendicular arm equals the width of described girder construction and the thickness sum of described girder construction template;
First baffle element, described first baffle element is between the described first perpendicular arm and the described second perpendicular arm and near the described first perpendicular arm, described first baffle element is fixed on the described transverse arm, and be parallel to the described first perpendicular arm and extend, wherein, the spacing between described first baffle element and the described first perpendicular arm is equal to or slightly greater than the thickness of described girder construction template;
Second baffle element, described second baffle element is between the described first perpendicular arm and the described second perpendicular arm and near the described second perpendicular arm, described second baffle element is fixed on the described transverse arm, and be parallel to the described second perpendicular arm and extend, wherein, the spacing between described second baffle element and the described second perpendicular arm is equal to or slightly greater than the thickness of described girder construction template.
2. the clamping device of girder construction template according to claim 1 is characterized in that,
In described transverse arm, the described first perpendicular arm, described second perpendicular arm, described first baffle element and described second baffle element at least one made by one of reinforcing bar, steel bar or steel pipe.
3. the clamping device of girder construction template according to claim 1 and 2 is characterized in that, also comprises:
First reinforcing rib, one end are fixed on the distance described first perpendicular nearer end of arm of described transverse arm, and its other end is fixed on the described first perpendicular arm; And
Second reinforcing rib, one end are fixed on the distance described second perpendicular nearer end of arm of described transverse arm, and its other end is fixed on the described second perpendicular arm.
4. the clamping device of girder construction template according to claim 3 is characterized in that, at least one in described first reinforcing rib and described second reinforcing rib made by one of reinforcing bar, steel bar or steel pipe.
5. the clamping device of girder construction template according to claim 1 and 2 is characterized in that, described transverse arm comprises:
First transverse arm, wherein, the described first perpendicular arm and described first baffle element are fixed on described first transverse arm, and described first baffle element of the distance of described first transverse arm is than being provided with screw thread apart from the described first perpendicular near end of arm;
Second transverse arm, wherein, the described second perpendicular arm and described second baffle element are fixed on described second transverse arm, the screw thread that described second baffle element of the distance of described second transverse arm is complementary than the described screw thread that is provided with an end of screw thread that is provided with apart from the described second perpendicular near end of arm with described first transverse arm; Wherein,
An end that is provided with screw thread of described first transverse arm can be spirally connected directly or indirectly with an end that is provided with screw thread of described second transverse arm, thereby can regulate the total length of described transverse arm.
6. the clamping device of girder construction template according to claim 1 and 2 is characterized in that, also comprises:
The first perpendicular arm connector is fixed with the free end of the described first perpendicular arm, and its bearing of trend is identical with the bearing of trend of the described first perpendicular arm; And first sleeve pipe, wherein, the internal diameter of described first sleeve pipe equals the diameter of the described first perpendicular arm connector, and the described first perpendicular arm connector the permanent position on the free-ended lateral surface of the described first perpendicular arm make when described first casing pipe sleeve described first erect on the arm connector after, described first sleeve pipe and described first erects the simultaneously tangent with the plane perpendicular to described transverse arm with the described second perpendicular arm opposed outer surface of arm, and
The second perpendicular arm connector is fixed with the free end of the described second perpendicular arm, and its bearing of trend is identical with the bearing of trend of the described second perpendicular arm; And second sleeve pipe, wherein, the internal diameter of described second sleeve pipe equals the diameter of the described second perpendicular arm connector, and the described second perpendicular arm connector make in the permanent position on the free-ended lateral surface of the described second perpendicular arm when described second casing pipe sleeve after on the described second perpendicular arm connector, described second sleeve pipe and the described second perpendicular arm tangent with a plane perpendicular to described transverse arm with the described first perpendicular arm opposed outer surface while.
7. the clamping device of girder construction template according to claim 6 is characterized in that, the free end of the described first perpendicular arm connector and the second perpendicular arm connector can be respectively and described first sleeve pipe and the removably closely socket of second sleeve pipe.
8. the clamping device of girder construction template according to claim 6, it is characterized in that, the free end of the described first perpendicular arm connector and the second perpendicular arm connector is provided with screw thread, the inner surface of described first sleeve pipe and second sleeve pipe is respectively equipped with the screw thread that is complementary with the described first perpendicular arm connector and the second free-ended screw thread that erects the arm connector, and the described first perpendicular arm connector and the second perpendicular arm connector can be connected with described first sleeve pipe and second sleeve pipe respectively by being spirally connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010205789374U CN201818046U (en) | 2010-10-21 | 2010-10-21 | Clamping device of beam structure template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010205789374U CN201818046U (en) | 2010-10-21 | 2010-10-21 | Clamping device of beam structure template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201818046U true CN201818046U (en) | 2011-05-04 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010205789374U Expired - Lifetime CN201818046U (en) | 2010-10-21 | 2010-10-21 | Clamping device of beam structure template |
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| CN (1) | CN201818046U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102493642A (en) * | 2011-11-30 | 2012-06-13 | 中国建筑第六工程局有限公司 | Method of adopting tool type clamp to support ground beam template side molds |
| CN106437144A (en) * | 2016-08-03 | 2017-02-22 | 中国建筑第七工程局有限公司 | Reinforcing device for upturned beam formwork |
| CN109653433A (en) * | 2018-12-14 | 2019-04-19 | 成都建工工业化建筑有限公司 | The grit cast in place process of the low multi-story structure of full load moduleization |
| CN110565947A (en) * | 2019-09-30 | 2019-12-13 | 重庆华硕建设有限公司 | A template that is used for anti bank of indoor dampproofing and waterproofing infilled wall bottom to take shape |
-
2010
- 2010-10-21 CN CN2010205789374U patent/CN201818046U/en not_active Expired - Lifetime
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102493642A (en) * | 2011-11-30 | 2012-06-13 | 中国建筑第六工程局有限公司 | Method of adopting tool type clamp to support ground beam template side molds |
| CN106437144A (en) * | 2016-08-03 | 2017-02-22 | 中国建筑第七工程局有限公司 | Reinforcing device for upturned beam formwork |
| CN106437144B (en) * | 2016-08-03 | 2019-01-25 | 中国建筑第七工程局有限公司 | Turn over beam die plate reinforcing device |
| CN109653433A (en) * | 2018-12-14 | 2019-04-19 | 成都建工工业化建筑有限公司 | The grit cast in place process of the low multi-story structure of full load moduleization |
| CN110565947A (en) * | 2019-09-30 | 2019-12-13 | 重庆华硕建设有限公司 | A template that is used for anti bank of indoor dampproofing and waterproofing infilled wall bottom to take shape |
| CN110565947B (en) * | 2019-09-30 | 2021-05-04 | 重庆华硕建设有限公司 | A template that is used for anti bank of indoor dampproofing and waterproofing infilled wall bottom to take shape |
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Granted publication date: 20110504 |
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| CX01 | Expiry of patent term |