CN206396780U - Pit structure - Google Patents

Pit structure Download PDF

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Publication number
CN206396780U
CN206396780U CN201621326823.4U CN201621326823U CN206396780U CN 206396780 U CN206396780 U CN 206396780U CN 201621326823 U CN201621326823 U CN 201621326823U CN 206396780 U CN206396780 U CN 206396780U
Authority
CN
China
Prior art keywords
pit
column
cushion cap
plate
structure according
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
CN201621326823.4U
Other languages
Chinese (zh)
Inventor
***
胡国良
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.)
Ningbo Ever Elevator Technology Development Co Ltd
Original Assignee
Ningbo Ever Elevator Technology Development 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
Publication date
Application filed by Ningbo Ever Elevator Technology Development Co Ltd filed Critical Ningbo Ever Elevator Technology Development Co Ltd
Priority to CN201621326823.4U priority Critical patent/CN206396780U/en
Application granted granted Critical
Publication of CN206396780U publication Critical patent/CN206396780U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model provides a kind of pit structure.The pit structure is for fixing pit cushion cap and connection hoistway frame including being located in foundation ditch and supporting the fixed mechanism of the pit cushion cap and the bindiny mechanism at the top of the pit cushion cap, the fixed mechanism includes being located on the supporting plate that the side plate of foundation pit side-wall, the bottom plate for being covered in bottom of foundation ditch, vertical some first columns and level located at bottom plate are located at first column top, and the pit cushion cap is covered in the top of the supporting plate.The pit structure that the utility model is provided is when excavating foundation ditch, fixed mechanism is set in the headspace of pit cushion cap bottom, and pit cushion cap is supported by supporting plate, so that the bottom of pit cushion cap is able to effective supporting, ensure the firm of pit structure, the landslide of pit is prevented, is eliminated safe hidden trouble.

Description

Pit structure
Technical field
The utility model is related to elevator hoistways field, and in particular to the pit structure of elevator hoistways.
Background technology
Aging blocks building in, sometimes according to production, life the need for, it is necessary to add elevator outside elevator outside building, building build in , it is necessary to build the hoistway independently of building beyond the region of objective existence outside aging blocks, therefore hoistway frame is stable and firm particularly significant.Pit structure from Well pit stretches out, connection hoistway frame and pit cushion cap, the firm annexation of pit structure and hoistway frame to whole hoistway Stable safety, pit structure is one of important composition component of elevator hoistways construction.In the prior art, hoistway frame is held with pit Platform framework of steel reinforcement is directly welded, after-pouring concrete covering pit structure and hoistway frame weld, and hoistway frame and bottom are completed with this Cheat the connection of structure.
This kind of pit structure mounting means is excessively coarse simple, there is connection shakiness, easily causes stand-off error, is difficult to entangle Partially the problem of.
Utility model content
The technical problem that the utility model is solved is to improve a kind of convenience simple in construction, stable connection, stand-off error little Yi The pit structure of correction.
A kind of pit structure of pit structure, for fixing pit cushion cap and connection hoistway frame, including in foundation ditch And the fixed mechanism of the pit cushion cap and the bindiny mechanism at the top of the pit cushion cap are supported, the fixed mechanism includes Side plate, the bottom plate for being covered in bottom of foundation ditch, vertical some first columns and level located at bottom plate for being located on foundation pit side-wall are set In the supporting plate of first column top, the pit cushion cap is covered in the top of the supporting plate.
It is preferred that, some support bars are provided between the bottom plate and the side plate.
It is preferred that, the supporting plate be reinforced beam or with I-steel, H profile steel constitute and have downward curved bend Bent steel structure girder.
It is preferred that, the fixed mechanism also includes the second column, and second column is located at the bottom and position of the bottom plate Put relative with first column, first column is through the bottom plate and is inserted in second column.
It is preferred that, first column and second column are respectively steel structural upright column and concrete column.
It is preferred that, the top of first column includes regulation head.
It is preferred that, the bindiny mechanism includes anchor nut and foundation bolt, and the foundation bolt is plugged in the lower margin In nut and the anchor nut is embedded at the pit cushion cap.
It is preferred that, the bindiny mechanism also includes the first steel plate, and first steel plate is fixed at the top of the foundation bolt, First steel plate is formed with four the first mounting holes.
It is preferred that, the hoistway frame includes the second steel plate, and second steel plate is fixed in the hoistway frame bottom, and described the Two steel plates are formed with four the second mounting holes.
It is preferred that, the bindiny mechanism also includes connecting bolt, first mounting hole and second position of mounting hole Correspondence, the connecting bolt run through first mounting hole and second mounting hole so that by first steel plate with it is described Second Interal fixation.
Compared with correlation technique, the pit structure that the utility model is provided has the advantages that:
First, the pit structure that the utility model is provided is set when excavating foundation ditch in the headspace of pit cushion cap bottom Fixed mechanism is put, and pit cushion cap is supported by supporting plate, so that the bottom of pit cushion cap is able to effective supporting, it is ensured that bottom The firm of structure is cheated, the landslide of pit is prevented, eliminates safe hidden trouble.
2nd, the hoistway frame of the prior art and the bottom are replaced by the close bolt of the first steel plate and the second steel plate The framework of steel reinforcement of hole cushion cap is directly welded, and has both improved the stability and intensity of connection, is reduced again and follow-up poured mixed mud and apply The stand-off error that work is caused, is beneficial to the hoistway frame and is connected with accurate consolidate of the pit cushion cap.
Brief description of the drawings
Fig. 1 is the sectional view of the utility model pit structure;
Fig. 2 is the structural representation of the bindiny mechanism of pit structure shown in Fig. 1.
Embodiment
The utility model is described in further detail with embodiment below in conjunction with the accompanying drawings.
Fig. 1 and Fig. 2 are please referred to, Fig. 1 is the sectional view of the utility model pit structure, and Fig. 2 is connection machine shown in Fig. 1 The structural representation of structure.
The pit structure 1 is used to fix pit cushion cap 3 and connection hoistway frame 2, including located at the top of pit cushion cap 3 Bindiny mechanism 11 and in foundation ditch and the support pit cushion cap 3 fixed mechanism 13.
The fixed mechanism 13 includes being located on the side plate 131 of foundation pit side-wall, is covered in the bottom plate 132 of bottom of foundation ditch, erects Straight some first columns 133 being located on bottom plate 132, level are located at the supporting plate 134, second on the top of the first column 133 Column 135 and some support bars 136.
Some support bars 136 are located between the bottom plate 132 and the side plate 131.
Second column 135 is relative with first column 133 located at the bottom and position of the bottom plate 132, described First column 133 is through the bottom plate 132 and is inserted in inside second column 135.
It is that the supporting plate 134 is constituted for reinforced beam or with I-steel, H profile steel and with downward arc-shaped bend Steel structure girder.The pit cushion cap 3 is covered in the top of the supporting plate 134.
The supporting plate 134 is downward arc-shaped bend, thus only can be original downward in the pressure by axial direction Further bent on the basis of bending, without arbitrarily being bent to other directions so that the deformation direction of horizontal supporting plate 134 is able to Effective control.Then again by first column 133 do it is straight to support, make the supporting plate 134 by axial pressure There is reliable rigidity, it is to avoid it is further bent downwardly during power.
First column 133 and second column 135 are respectively steel structural upright column and concrete column.
In the present embodiment, the foundation ditch is square, and the bottom plate 132 is square steel plate, the number of the side plate 131 Measure as four, be respectively arranged on four sides of the bottom plate 132, first column 133 and second column 135 be four and The corner of the bottom plate 132 is respectively arranged on, the quantity of support bar 136 is eight, is respectively arranged on the two of four blocks of side plates 131 End.
The top of first column 133 includes regulation first 1331, and the regulation first 1331 is height fine adjusting function effect, specifically Can be spiral head or telescopic head.
The bindiny mechanism 11 includes foundation bolt 111, the steel plate 115 of anchor nut 113 and first, the foundation bolt 111 are plugged in the anchor nut 113 and the anchor nut 113 is embedded at the pit cushion cap 3, and the connecting rod 15 connects Connect first group 131 and the foundation bolt 111.
Further, the quantity of the foundation bolt 111, the anchor nut 113 and the connecting rod 15 is also four Root, four connecting rods 15 connect four first pile bodies 1311 and four foundation bolts 111 respectively.
First steel plate 115 is fixed in the top of the foundation bolt 111, and first steel plate 115 is formed with four the One mounting hole 1151;The hoistway frame 2 includes the second steel plate 21, and second steel plate 21 is formed with four the second mounting holes 211.
First steel plate 115 and second steel plate 21 are abutted and first mounting hole 1151 and described second is installed The position of hole 211 correspondence, the connecting bolt, which runs through, is located at first mounting hole 1151 and second mounting hole 211, passes through The mutual regulation of the foundation bolt 111 and anchor nut 113, is located at same level by first steel plate 115, reuses Connecting bolt is fixedly connected with the hoistway frame 2 and the bindiny mechanism 11.
Compared with correlation technique, the pit structure that the utility model is provided has the advantages that:
First, the pit structure that the utility model is provided is set when excavating foundation ditch in the headspace of pit cushion cap bottom Fixed mechanism is put, and pit cushion cap is supported by supporting plate, so that the bottom of pit cushion cap is able to effective supporting, it is ensured that bottom The firm of structure is cheated, the landslide of pit is prevented, eliminates safe hidden trouble.
2nd, the hoistway frame of the prior art and the bottom are replaced by the close bolt of the first steel plate and the second steel plate The framework of steel reinforcement of hole cushion cap is directly welded, and has both improved fixed stability and intensity, is reduced again and follow-up poured mixed mud and apply The stand-off error that work is caused, is conducive to the hoistway frame to be connected with accurate consolidate of the pit cushion cap.
Embodiment of the present utility model is the foregoing is only, the scope of the claims of the present utility model is not thereby limited, it is every The equivalent structure or equivalent flow conversion made using the utility model specification and accompanying drawing content, or be directly or indirectly used in Other related technical fields, are similarly included in scope of patent protection of the present utility model.

Claims (10)

1. a kind of pit structure, for fixing pit cushion cap and connection hoistway frame, it is characterised in that:Including in foundation ditch and propping up The fixed mechanism of the pit cushion cap and the bindiny mechanism at the top of the pit cushion cap are supportted, the fixed mechanism is set including ring Side plate, the bottom plate for being covered in bottom of foundation ditch, vertical some first columns and level located at bottom plate in foundation pit side-wall are located at institute The supporting plate of the first column top is stated, the pit cushion cap is covered in the top of the supporting plate.
2. pit structure according to claim 1, it is characterised in that:If being provided with the Heavenly Stems and Earthly Branches between the bottom plate and the side plate Strut.
3. pit structure according to claim 1, it is characterised in that:The supporting plate is reinforced beam or uses I-shaped Steel structure girder that steel, H profile steel are constituted and that there is downward arc-shaped bend.
4. pit structure according to claim 1, it is characterised in that:The fixed mechanism also includes the second column, described Second column is located at the bottom of the bottom plate and position is relative with first column, and first column runs through the bottom plate simultaneously It is inserted in second column.
5. pit structure according to claim 4, it is characterised in that:First column and second column are respectively Steel structural upright column and concrete column.
6. pit structure according to claim 1, it is characterised in that:The top of first column includes regulation head.
7. pit structure according to claim 1, it is characterised in that:The bindiny mechanism includes anchor nut and lower margin spiral shell Bolt, the foundation bolt is plugged in the anchor nut and the anchor nut is embedded at the pit cushion cap.
8. pit structure according to claim 7, it is characterised in that:The bindiny mechanism also includes the first steel plate, described First steel plate is fixed at the top of the foundation bolt, and first steel plate is formed with four the first mounting holes.
9. pit structure according to claim 8, it is characterised in that:The hoistway frame includes the second steel plate, described second Steel plate is fixed in the hoistway frame bottom, and second steel plate is formed with four the second mounting holes.
10. pit structure according to claim 9, it is characterised in that:The bindiny mechanism also includes connecting bolt, described First mounting hole is corresponding with second position of mounting hole, and the connecting bolt is through first mounting hole and second peace Hole is filled, so that by first steel plate and second Interal fixation.
CN201621326823.4U 2016-12-06 2016-12-06 Pit structure Expired - Fee Related CN206396780U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201621326823.4U CN206396780U (en) 2016-12-06 2016-12-06 Pit structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201621326823.4U CN206396780U (en) 2016-12-06 2016-12-06 Pit structure

Publications (1)

Publication Number Publication Date
CN206396780U true CN206396780U (en) 2017-08-11

Family

ID=59508491

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201621326823.4U Expired - Fee Related CN206396780U (en) 2016-12-06 2016-12-06 Pit structure

Country Status (1)

Country Link
CN (1) CN206396780U (en)

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GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20170811

Termination date: 20171206