CN202989944U - Insert-type steel column device - Google Patents

Insert-type steel column device Download PDF

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Publication number
CN202989944U
CN202989944U CN 201220402181 CN201220402181U CN202989944U CN 202989944 U CN202989944 U CN 202989944U CN 201220402181 CN201220402181 CN 201220402181 CN 201220402181 U CN201220402181 U CN 201220402181U CN 202989944 U CN202989944 U CN 202989944U
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CN
China
Prior art keywords
steel column
type steel
insert
support
column device
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Expired - Lifetime
Application number
CN 201220402181
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Chinese (zh)
Inventor
李毅
杨正军
吕黄兵
吴洪涛
龚光宁
尚伟
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 Construction Science and Industry Corp Ltd
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China Construction Steel Structure Corp Ltd
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Priority to CN 201220402181 priority Critical patent/CN202989944U/en
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Publication of CN202989944U publication Critical patent/CN202989944U/en
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Abstract

An insert-type steel column device comprises a support and an insert-type steel column inserted in a base raft plate, wherein the whole support is located in the base raft plate, part of the insert-type steel column is inserted in the base raft plate, and the insert-type steel column is arranged on the support. According to the insert-type steel column device, the support is adopted to install the insert-type steel column, installation of the support and the insert-type steel column can be carried out when base steel bars are bound, construction period of the base raft plate is shortened, and quality of base raft plate mass concrete once forming construction is guaranteed.

Description

The insert-type steel column device
Technical field
The utility model relates to building field, relates in particular to a kind of insert-type steel column device.
Background technology
At building field, often steel column need to be inserted basic raft plate, existing technical scheme is that steel column is connected with basic raft plate by stone bolt, by this construction, can only construct by the way that reservation rim of a cup or raft foundation are built at twice, yet these two kinds of equal durations of method are long, and are difficult to guarantee the mass concrete construction quality.
The utility model content
Technical problem to be solved in the utility model is, a kind of insert-type steel column device of shortening the construction period and can guaranteeing basic raft plate concrete in mass one-shot forming construction quality of helping is provided.
The utility model is to realize like this, a kind of insert-type steel column device is provided, comprise support and be plugged in plug-in type steel column on basic raft plate, described support integral body is arranged in described basic raft plate, and described plug-in type steel column partial insertion is in described basic raft plate and be fixedly installed on described support.
Further, described support is between the end face and bottom surface of described basic raft plate.
Further, described support is fixedly installed on engineering pile.
Further, described support comprises the first support; Described the first support comprises a plurality of columns, the first connection box and the second connection box; Described a plurality of column vertically is arranged on described engineering pile; Described the first connection box is connected with the top of described a plurality of columns respectively; Described the second connection box is connected with middle part or the bottom of described four columns respectively.
Further, described support also comprises a plurality of braces, and described brace is positioned at described first each side that connects, and described the first connection box is connected with described the second connection box diagonally opposing corner.
Further, described the first connection box is rectangular, and described four columns are connected one by one with four jiaos of described the first connection box respectively; Described the second connection box is rectangular, and described four columns are connected one by one with four jiaos of described the second connection box respectively; Described vertical beam is perpendicular to described first crossbeam and described second cross beam.
Further, described support comprises the second support; Described the second support comprises first crossbeam, second cross beam and a plurality of vertical beam; Described first crossbeam and described second cross beam interconnect, and form angle between described first crossbeam and described second cross beam; Described a plurality of vertical beam vertically is arranged on described engineering pile, and respectively with the free end of the free end of described first crossbeam, described second cross beam, described first crossbeam and described second cross beam between the junction be connected.
Further, described the second support also comprises tie-beam, and described tie-beam comprises the first arm and is connected with described the first arm and forms the second arm of angle with described the first arm; The free end of the free end of described the first arm, described the second arm is connected with adjacent two vertical beams respectively; Described the first arm is connected with described first crossbeam or described second cross beam with junction between described the second arm.
Further, described insert-type steel column device also comprises diagonal brace; The part of described diagonal brace is inserted and is fixed in described basic raft plate; The remainder of described diagonal brace is positioned at the outside of described basic raft plate and is fixedly connected with described plug-in type steel column.
Further, described insert-type steel column device also comprises linking beam; Described linking beam connects adjacent plug-in type steel column.
Compared with prior art, adopt support that the plug-in type steel column is installed in the utility model, can carry out the installation of support and plug-in type steel column when the reinforcement foundation colligation, for the duration has been shortened in basic raft plate construction, and guarantee basic raft plate concrete in mass one-shot forming construction quality.
Description of drawings
Fig. 1 is the schematic diagram when in the utility model one embodiment, the insert-type steel column device is used for construction.
Fig. 2 is the floor map of insert-type steel column device in Fig. 1.
Fig. 3 is the structural representation of the first support in the utility model.
Fig. 4 is the structural representation of the second support in the utility model.
The specific embodiment
In order to make technical problem to be solved in the utility model, technical scheme and beneficial effect clearer, below in conjunction with drawings and Examples, the utility model is further elaborated.Should be appreciated that specific embodiment described herein only in order to explaining the utility model, and be not used in restriction the utility model.
Figure 1 and Figure 2 is the schematic diagram when in the utility model one embodiment, the insert-type steel column device is used for construction.This insert-type steel column device comprises the support 100 that is embedded in basic raft plate 10, the plug-in type steel column 200 that is plugged in basic raft plate 10, diagonal brace 300 and linking beam 400.Wherein, plug-in type steel column 200 partial insertions are in basic raft plate 10 and be arranged on support 100, and further fixing by diagonal brace 300 and linking beam 400.
Specifically exist, support 100 integral body are arranged in basic raft plate 10, and namely as shown in Figure 2, support 100 is mainly used in supporting plug-in type steel column 200 between the end face 12 and bottom surface 14 of basic raft plate 10.In one embodiment, support 100 can utilize buried plate (not indicating in figure) to be fixedly connected with engineering pile 20 by chemical anchor bolts.
In embodiment illustrated in figures 1 and 2, support 100 can comprise the first support 100a and the second support 100b (as shown in Figure 4).In the practice of construction process, according to actual conditions, support 100 also can comprise a kind of in the first support 100a and the second support 100b.
As shown in Figure 3, the side of the first support 100a roughly is H shape, thereby the first support 100a also can be described as the H shape steel bracket.The first support 100a comprises four column 120a, the first connection box 130a, the second connection box 140a and brace 150a.Four column 120a generally perpendicularly are arranged on engineering pile 20; The first connection box 130a is connected with the top of four column 120a respectively; In the present embodiment, the first connection box 130a is roughly rectangular, and four column 120a are connected one by one with four jiaos of the first connection box 130a respectively.The second connection box 140a is connected with middle part or the bottom of four column 120a respectively; In the present embodiment, the second connection box 140a is roughly rectangular, and four column 120a are connected one by one with four jiaos of the second connection box 140a respectively.In each side of the first support 100a, brace 150a is connected the first connection box 130a with the second connection box 140a diagonally opposing corner.
As shown in Figure 4, the second support 100b comprises first crossbeam 110b, second cross beam 120b, vertical beam 130b and tie-beam 150b.Wherein, first crossbeam 110b and second cross beam 120b interconnect, and form certain angle such as right angle between first crossbeam 110b and second cross beam 120b.Vertical beam 130b generally perpendicularly is fixedly installed on engineering pile 20, and is approximately perpendicular to first crossbeam 110b and second cross beam 120b.In the embodiment shown in Figure 2, three vertical beam 130b generally perpendicularly are fixedly installed on engineering pile 20, and respectively with free end, first crossbeam 110b and the second cross beam 120b of the free end of first crossbeam 110b, second cross beam 120b between the junction be connected.Tie-beam 150b is arranged between two adjacent vertical beam 130b, comprises the first arm 152b and is connected with the first arm 152b and forms the second arm 153b of angle with the first arm 152b.The free end of the free end of the first arm 152b, the second arm 153b is connected with adjacent two vertical beam 130b respectively; The first arm 152b is connected with first crossbeam 110b or second cross beam 120b with junction between the second arm 153b.
Plug-in type steel column 200 reinforcing bar post as cross in plug-in type comprises insertion section 210 and exposes section 220.Insertion section 210 is inserted in basic raft plate 10 and by support 100 and supports.Expose section 220 and extended by insertion section 210, and expose to the outside of basic raft plate 10.
Diagonal brace 300 and linking beam 400 are used for reinforcing the plug-in type steel column 200 that is arranged on support 100.The part of diagonal brace 300 is inserted and is fixed in basic raft plate 10, can utilize buried plate (not indicating in figure) to be fixedly connected with engineering pile 20 by chemical anchor bolts; The remainder of diagonal brace 300 is positioned at the outside of basic raft plate 10 and is connected with plug-in type steel column 200, forms an angle between diagonal brace 300 and plug-in type steel column 200.Linking beam 400 can connect adjacent plug-in type steel column 200, thereby plays the effect that is arranged on the plug-in type steel column 200 on support 100 of reinforcing.
Above-mentioned is the concrete structure of insert-type steel column device in the utility model one embodiment, its use procedure of brief description.
Support 100 can utilize buried plate to be fixedly connected with engineering pile 20 by chemical anchor bolts; When the reinforcement foundation colligation, plug-in type steel column 200 is arranged on support 100; Plug-in type steel column 200 installs rear in time reinforce with diagonal brace 300 and linking beam 400, can carry out afterwards concrete in mass one-shot forming construction, saves the duration can for the construction of whole basic raft plate 10.
The above is only preferred embodiment of the present utility model; not in order to limit the utility model; all any modifications of doing within spirit of the present utility model and principle, be equal to and replace and improvement etc., within all should being included in protection domain of the present utility model.

Claims (10)

1. insert-type steel column device, comprise the plug-in type steel column that is plugged on basic raft plate, it is characterized in that, described insert-type steel column device also comprises support, described support integral body is arranged in described basic raft plate, and described plug-in type steel column partial insertion is in described basic raft plate and be fixedly installed on described support.
2. insert-type steel column device as claimed in claim 1, is characterized in that, described support is between the end face and bottom surface of described basic raft plate.
3. insert-type steel column device as claimed in claim 1, is characterized in that, described support is fixedly installed on engineering pile.
4. insert-type steel column device as claimed in claim 3, is characterized in that, described support comprises the first support; Described the first support comprises a plurality of columns, the first connection box and the second connection box; Described a plurality of column vertically is arranged on described engineering pile; Described the first connection box is connected with the top of described a plurality of columns respectively; Described the second connection box is connected with middle part or the bottom of described four columns respectively.
5. insert-type steel column device as claimed in claim 4, is characterized in that, described support also comprises a plurality of braces, and described brace is positioned at described first each side that connects, and described the first connection box is connected with described the second connection box diagonally opposing corner.
6. insert-type steel column device as claimed in claim 4, is characterized in that, described the first connection box is rectangular, and described four columns are connected one by one with four jiaos of described the first connection box respectively; Described the second connection box is rectangular, and described four columns are connected one by one with four jiaos of described the second connection box respectively; Described vertical beam is perpendicular to described first crossbeam and described second cross beam.
7. insert-type steel column device as described in claim 3 or 4, is characterized in that, described support comprises the second support; Described the second support comprises first crossbeam, second cross beam and a plurality of vertical beam; Described first crossbeam and described second cross beam interconnect, and form angle between described first crossbeam and described second cross beam; Described a plurality of vertical beam vertically is arranged on described engineering pile, and respectively with the free end of the free end of described first crossbeam, described second cross beam, described first crossbeam and described second cross beam between the junction be connected.
8. insert-type steel column device as claimed in claim 7, is characterized in that, described the second support also comprises tie-beam, and described tie-beam comprises the first arm and is connected with described the first arm and forms the second arm of angle with described the first arm; The free end of the free end of described the first arm, described the second arm is connected with adjacent two vertical beams respectively; Described the first arm is connected with described first crossbeam or described second cross beam with junction between described the second arm.
9. insert-type steel column device as claimed in claim 1, is characterized in that, described insert-type steel column device also comprises diagonal brace; The part of described diagonal brace is inserted and is fixed in described basic raft plate; The remainder of described diagonal brace is positioned at the outside of described basic raft plate and is fixedly connected with described plug-in type steel column.
10. insert-type steel column device as claimed in claim 1, is characterized in that, described insert-type steel column device also comprises linking beam; Described linking beam connects adjacent plug-in type steel column.
CN 201220402181 2012-08-07 2012-08-07 Insert-type steel column device Expired - Lifetime CN202989944U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201220402181 CN202989944U (en) 2012-08-07 2012-08-07 Insert-type steel column device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201220402181 CN202989944U (en) 2012-08-07 2012-08-07 Insert-type steel column device

Publications (1)

Publication Number Publication Date
CN202989944U true CN202989944U (en) 2013-06-12

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CN 201220402181 Expired - Lifetime CN202989944U (en) 2012-08-07 2012-08-07 Insert-type steel column device

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106164379A (en) * 2014-01-23 2016-11-23 基层建筑技术有限公司 Column piece supports equipment
CN108019056A (en) * 2017-12-20 2018-05-11 江苏沪宁钢机股份有限公司 A kind of built-in type ground pedestal anchor bolt structure and its installation method
CN109322321A (en) * 2018-10-16 2019-02-12 江苏铭远杆塔有限公司 Raft foundation integral quick-mounting communication tower and its installation method

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106164379A (en) * 2014-01-23 2016-11-23 基层建筑技术有限公司 Column piece supports equipment
CN106164379B (en) * 2014-01-23 2020-12-08 基层建筑技术有限公司 Column support device
CN108019056A (en) * 2017-12-20 2018-05-11 江苏沪宁钢机股份有限公司 A kind of built-in type ground pedestal anchor bolt structure and its installation method
CN108019056B (en) * 2017-12-20 2023-09-08 江苏沪宁钢机股份有限公司 Pre-buried foundation column foot anchor bolt structure and installation method thereof
CN109322321A (en) * 2018-10-16 2019-02-12 江苏铭远杆塔有限公司 Raft foundation integral quick-mounting communication tower and its installation method

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Granted publication date: 20130612